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BLD2020-0904+Gravity calcs+8.24.2020_8.40.47_AMBLD2020-0904 MARZANO RE5IDENGE GRAVITY GALIGuLATION5 DE510N LOAD5 FLOOR: LIVE: 40 PSF DEAD: 10 PSF ROOF: LIVE: 25 PSF DEAD: 15 PSF SOIL 5EARINO: 1500 PSF 8985 ` HECISlEHEIJ 1 ARCHITECT N-K�J RC SEN STATE DF WASHINGTON PREPARED 13Ys J3 ARCHITECTS LLC Zoo-412-OJ2°J� RECEIVED Sep 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 4x10 DF#2 3600/534 (2) 2x6 ci 171 BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO LOFT WDO HDR Date: 7/31 /20 Selection 4x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.0 in R2= 1.0 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 2.9 ft Reaction 1 LL 522 # Reaction 2 LL 522 # Beam Wt per ft 4.68 # Reaction 1 TL 616 # Reaction 2 TL 616 # Bm Wt Included 14 # Maximum V 616 # Max Moment 446'# Max V (Reduced) 421 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (inz) TL Defl (in) LL Defl 17.65 19.25 0.01 <0.01 4.58 3.51 0.15 0.10 OK OK OK OK 26% 18% 6% 8% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 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 Uniform LL: 360 Uniform TL: 420 = A Uniform Load A R1 =616 R2=616 SPAN = 2.9 FT Uniform and partial uniform loads are Ibs per lineal ft. O MARZANO BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 STAIRS WDO HDR Date: 7/31 /20 Selection 4x 10 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 2.7 inz R2= 3.6 inz (1.5) DL Defl= 0.01 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 6.25 ft Reaction 1 LL 1422 # Reaction 2 LL 1904 # Beam Wt per ft 7.87 # Reaction 1 TL 1684 # Reaction 2 TL 2246 # Bm Wt Included 49 # Maximum V 2246 # Max Moment 3186'# Max V (Reduced) 1636 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (inz) TL DO (in) LL Defl 49.91 32.38 0.07 0.05 35.40 13.63 0.31 0.21 OK OK OK OK 71% 42% 22% 25% Fb (psi) Fv (psi) E (psi x mil) Fc i Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Par Unif LL Par Unif TL Start End 360 H = 420 0 2.8 672 1 = 784 2.8 6.25 I �H 0 R1 = 1684 R2 = 2246 SPAN = 6.25 FT Uniform and partial uniform loads are Ibs per lineal ft. 0 BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO BDRM2 WDO HDR Date: 7/31 /20 Selection 4x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 2.1 in R2= 2.1 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 3.25 ft Reaction 1 LL 1092 # Reaction 2 LL 1092 # Beam Wt per ft 4.68 # Reaction 1 TL 1282 # Reaction 2 TL 1282 # Bm Wt Included 15 # Maximum V 1282 # Max Moment 1041 '# Max V (Reduced) 920 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in3) Shear (inz) TL DO (in) LL Defl 17.65 19.25 0.03 0.02 10.68 7.67 0.16 0.11 OK OK OK OK 61 % 40% 17% 20% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CIF 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 Uniform LL: 672 Uniform TL: 784 = A Uniform Load A R1 = 1282 R2 = 1282 SPAN = 3.25 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 O MARZANO MBDRM WDO HDR Date: 7/31 /20 Selection 4x 10 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 4.0 in R2= 4.0 in (1.5) DL Defl= 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 6.25 ft Reaction 1 LL 2100 # Reaction 2 LL 2100 # Beam Wt per ft 7.87 # Reaction 1 TL 2475 # Reaction 2 TL 2475 # Bm Wt Included 49 # Maximum V 2475 # Max Moment 3867'# Max V (Reduced) 1864 # TL Max Defl L / 240 TL Actual Defl L / 949 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in`) TL Defl (in) LL Defl 49.91 32.38 0.08 0.06 42.96 15.53 0.31 0.21 OK OK OK OK 86% 48% 25% 30% rlp (psi) ry (psi) t (psi x mn) rc i (psi Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 CIF 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 Uniform LL: 672 Uniform TL: 784 =A Uniform Load A 0 R1 = 2475 R2 = 2475 SPAN = 6.25 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO FLOOR BM AT DECK Date: 8/07/20 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.9 in R2= 1.9 in (1.5) DL Defl= 0.01 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.25 ft Reaction 1 LL 1208 # Reaction 2 LL 1208 # Beam Wt per ft 5.48 # Reaction 1 TL 1694 # Reaction 2 TL 1694 # Bm Wt Included 29 # Maximum V 1694 # Max Moment 2224'# Max V (Reduced) 1056 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (inz) TL Defl (in) LL Defl 41.13 20.78 0.03 0.02 11.47 5.11 0.26 0.18 OK OK OK OK 28% 25% 13% 12% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 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: 40 Uniform TL: 50 = A Par Unif LL Par Unif TL Start End 60 H = 70 0 5.25 360 1 = 420 0 5.25 J=100 0 5.25 J I H Uniform Load A R1 = 1694 R2 = 1694 SPAN = 5.25 FT Uniform and partial uniform loads are Ibs per lineal ft. MARZANO BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 SPIRAL STAIR BM Date: 8/07/20 Selection PT 4x 10 DF-L #2 Lu = 0.0 Ft Lu @OH = 0.0 Ft Conditions NDS 2015, Overhang, Incised Min Bearing Area R1= 1.9 in R2= 2.2 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.3 ft Reaction 1 LL 1034 # Reaction 2 LL 1138 # Beam Wt per ft 7.87 # Reaction 1 TL 1218 # Reaction 2 TL 1405 # Bm Wt Included 57 # Maximum V 1270 # Overhang Length 2.0 ft Max Moment 2840'# Max V (Reduced) 1183 # Total Beam Length 7.3 ft TL Max Defl L / 240 TL Actual Defl L / >1000 OH TL Actual Defl L / < -1000 LL Max Defl L / 360 LL Actual Defl L / >1000 OH LL Actual Defl L / < -1000 Section (in3) Shear (in 2) TL Defl (in) LL Defl OH TL Defl OH LL Defl 49.91 32.38 0.04 0.03 -0.04 -0.03 39.44 12.32 0.27 0.18 0.20 0.13 OK OK OK OK OK OK 79% 38% 13% 16% 20% 24% Fb (psi) Fv (psi) E (psi x mil) Fc i Reference Values 900 180 1.6 625 Adjusted Values 864 144 1.5 625 CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 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: 90 Uniform TL: 105 = A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1620 B = 1890 2.65 38 K = 60 (OH) 0 2.0 Uniform Load A K Pt loads: U 0 � R1 = 1218 R2 = 1405 BACKSPAN = 5.3 FT OH = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. EG MARZANO BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 FLOOR BM GARAGE Date: 8/07/20 Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 8.2 in R2= 5.9 in (1.5) DL Defl= 0.30 in Recom Camber= 0.45 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 18.9 ft Reaction 1 LL 3600 # Reaction 2 LL 2633 # Beam Wt per ft 18.68 # Reaction 1 TL 5347 # Reaction 2 TL 3857 # Bm Wt Included 353 # Maximum V 5347 # Max Moment 23671 '# Max V (Reduced) 4822 # TL Max Defl L / 240 TL Actual Defl L / 323 LL Max Defl L / 360 LL Actual Defl L / 560 Section (in3) Shear (in2) TL Defl (in) LL Defl 192.19 76.88 0.70 0.41 119.76 30.13 0.95 0.63 OK OK OK OK 62% 39% 74% 64% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2372 240 1.8 650 Cv Volume 0.988 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: 40 Uniform TL: 50 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1015 B = 1202 2.7 156 H = 182 0 11.5 1208 C = 1694 11.5 104 1 = 130 11.5 18.9 60 J = 70 0 11.5 K = 100 0 11.5 K J I H Uniform Load A Pt loads: R1 = 5347 R2 = 3857 SPAN =18.9FT Uniform and partial uniform loads are Ibs per lineal ft. O BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 O MARZANO FLOOR BM AT STAIRS Date: 8/07/20 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 5.0 in R2= 6.7 in (1.5) DL Defl= 0.16 in Recom Camber= 0.23 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 11.2 ft Reaction 1 LL 2335 # Reaction 2 LL 3193 # Beam Wt per ft 13.08 # Reaction 1 TL 3280 # Reaction 2 TL 4342 # Bm Wt Included 146 # Maximum V 4342 # Max Moment 16876'# Max V (Reduced) 3920 # TL Max Defl L / 240 TL Actual Defl L / 315 LL Max Defl L / 360 LL Actual Defl L / 499 Section (in') Shear (inz) TL Defl (in) LL Defl 94.17 53.81 0.43 0.27 84.38 24.50 0.56 0.37 OK OK OK OK 90% 46% 76% 72% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 2400 240 1.8 650 Adjusted Values 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 Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2633 B = 3857 5.5 376 H = 470 3.5 11.2 H Pt loads: R1 = 3280 R2 = 4342 SPAN =11.2FT Uniform and partial uniform loads are Ibs per lineal ft. MARZANO Selection Conditions Data BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 GARAGE BM POST Prepared by: Date: 8/07/20 (2) 2x 6 Hem -Fir #2 Nailed Built -Up Wood Column NDS 2015, Using values for 2x and 4x solid sawn, Dimension Lumber. Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. Load 5347 # Column Area 16.5 in Kf 1.00 Actual Height 8.7 ft le dl Effective Ht 0 in c 0.80 Unbraced L1 0.0 ft le d2 Effective Ht 104 in KcE 0.30 Unbraced L2 8.7 ft Ke Buckling Mode 1.0 FcE 1083 Aft,'bues n a uef d l/ 1 t II' d' 5 5' h Fc 11 (psi) E (psi x mil) as C on ro ing s i i nc es le/d psi Area (in2) Actual 19 324 16.5 Critical 50 842 6.35 Status OK OK OK Ratio 38% 38% 38% Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 324 psi. ATTENTION: This column is required to be laterally stabilized on at least one face by securing full height sheathing applied to a side Parallel to the build-up nails. 0 BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO STAIR BM POST Prepared by: Date: 8/07/20 Selection (2) 2x 6 Hem -Fir #2 Nailed Built -Up Wood Column Conditions NDS 2015, Using values for 2x and 4x solid sawn, Dimension Lumber. Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. Data Load 4342 # Column Area 16.5 in Kf 0.60 Actual Height 6.4 ft le d1 Effective Ht 77 in c 0.80 Unbraced L1 6.4 ft le d2 Effective Ht 77 in KcE 0.30 Unbraced L2 6.4 ft Ke Buckling Mode 1.0 FcE 596 Aft,'bues n a uef d l/ 1 t II' d' ' h Fc 11 (psi) E (psi x mil) as C i3 on ro ing s i nc es le/d psi Area (in2) Actual 26 263 16.5 Critical 50 321 13.51 Status OK OK OK Ratio 52% 82% 82% Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 263 psi. MARZANO BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 DECK FRAMING Date: 8/07/20 Selection PT 2x 6 HF #2 @ 16 in oc Lu = 0.0 Ft Lu @OH = 0.0 Ft Conditions NDS 2015, Overhang, Repetitive Use, Incised Min Bearing Area R1= 0.6 in R2= 0.9 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.3 ft Reaction 1 LL 199 # Reaction 2 LL 291 # Beam Wt per ft 0 # Reaction 1 TL 227 # Reaction 2 TL 374 # Bm Wt Included 0 # Maximum V 267 # Overhang Length 2.0 ft Max Moment 277'# Max V (Reduced) 225 # Total Beam Length 7.3 ft TL Max Defl L / 240 TL Actual Defl L / >1000 OH TL Actual Defl L / 790 LL Max Defl L / 360 LL Actual Defl L / > 1000 OH LL Actual Defl L / 876 Section (in3) Shear (in 2) TL Defl (in) LL Defl OH TL Defl OH LL Defl 7.56 8.25 0.05 0.05 -0.06 -0.05 3.26 2.81 0.27 0.18 0.20 0.13 OK OK OK OK OK OK 43% 34% 20% 27% 30% 41% Fb (psi) Fv (psi) E (psi x mil) Fc i Reference Values 850 150 1.3 405 Adjusted Values 1017 120 1.2 405 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 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: 80 Uniform TL: 93 = A (Uniform Ld on Backspan) Par Unif LL Par Unif TL Start End 33 K = 53 (OH) 0 2.0 Uniform Load A I K R1 = 227 R2 = 374 BACKSPAN = 5.3 FT OH = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 12 MARZANO GARAGE DOOR HDR Date: 8/07/20 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 7.4 in R2= 6.7 in (1.5) DL Defl= 0.19 in Recom Camber= 0.29 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 16.25 ft Reaction 1 LL 3795 # Reaction 2 LL 2969 # Beam Wt per ft 16.81 # Reaction 1 TL 4831 # Reaction 2 TL 4345 # Bm Wt Included 273 # Maximum V 4831 # Max Moment 18544'# Max V (Reduced) 4449 # TL Max Defl L / 240 TL Actual Defl L / 355 LL Max Defl L / 360 LL Actual Defl L / 544 Section (in3) Shear (inz) TL Defl (in) LL Defl 155.67 69.19 0.55 0.36 92.72 27.81 0.81 0.54 OK OK OK OK 60% 40% 68% 66% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 2400 240 1.8 650 Adjusted Values 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1262 B = 1512 1.5 276 H = 322 0 10.3 1208 C = 1694 10.3 184 1 = 230 10.3 16.25 60 J = 70 10.3 16.25 K = 100 10.3 16.25 K J I H Pt loads: R1 = 4831 R2 = 4345 SPAN = 16.25 FT Uniform and partial uniform loads are Ibs per lineal ft. a" O R T CM MEMBER REPORT PASSED Level, Floor: Joist 1 piece(s) it 7/8" TJI@ 210 @ 16" OC Overall Length: 18' 1" 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 596 @ 2 1/2" 1134 (2.25") Passed (53%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 583 @ 3 1/2" 1655 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2601 @ 9' 1/2" 3795 Passed (69%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.339 @ 9' 1/2" 0.589 Passed (L/625) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.424 @ 9' 1/2" 1 0.883 1 Passed (L/500) 1.0 D + 1.0 L (All Spans) TJ-Pro'"" Rating 40 1 40 1 Passed • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProTM Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - SPF 3.50" 2.25" 1.75" 121 482 603 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1 1.75" 121 482 603 1 1/4" Rim Board • Kim boara is assumea to carry aii ioaas appiiea airecuy aoove it, Dypassing me memoer Demg aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 6" o/c Bottom Edge (Lu) 17' 11" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 18' 1" 16" 10.0 40.0 Default Load System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : Aso Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Neil Jorgensen 33 Architects LLC (206) 412-9296 neil@j3-Ilc.com 7/31/2020 7:26:10 PM UTC ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 Weyerhaeuser File Name: test Page 1 / 1 BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO DOOR HDR Date: 7/31 /20 Selection 4x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.3 in R2= 1.3 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 2.9 ft Reaction 1 LL 650 # Reaction 2 LL 650 # Beam Wt per ft 4.68 # Reaction 1 TL 819 # Reaction 2 TL 819 # Bm Wt Included 14 # Maximum V 819 # Max Moment 594'# Max V (Reduced) 560 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (inz) TL DO (in) LL Defl 17.65 19.25 0.01 <0.01 6.09 4.67 0.15 0.10 OK OK OK OK 35% 24% 9% 9% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CIF 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 Uniform LL: 448 Uniform TL: 560 = A Uniform Load A R1 =819 R2=819 SPAN = 2.9 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO FLOOR JOIST Date: 7/31 /20 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.4 in R2= 1.4 in (1.5) DL Defl= 0.21 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 16.1 ft Reaction 1 LL 966 # Reaction 2 LL 966 # Beam Wt per ft 5.48 # Reaction 1 TL 1252 # Reaction 2 TL 1252 # Bm Wt Included 88 # Maximum V 1252 # Max Moment 5038'# Max V (Reduced) 1098 # TL Max Defl L / 240 TL Actual Defl L / 289 LL Max Defl L / 360 LL Actual Defl L / 417 Section (in') Shear (inz) TL Defl (in) LL Defl 41.13 20.78 0.67 0.46 25.98 5.31 0.81 0.54 OK OK OK OK 63% 26% 83% 86% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 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 Uniform LL: 120 Uniform TL: 150 = A Uniform Load A R1 = 1252 R2 = 1252 SPAN = 16.1 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO FLOOR JOIST 2 Date: 7/31 /20 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 0.6 in R2= 0.6 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.4 ft Reaction 1 LL 384 # Reaction 2 LL 384 # Beam Wt per ft 5.48 # Reaction 1 TL 498 # Reaction 2 TL 498 # Bm Wt Included 35 # Maximum V 498 # Max Moment 796'# Max V (Reduced) 344 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (inz) TL Defl (in) LL Defl 41.13 20.78 0.02 0.01 4.10 1.66 0.32 0.21 OK OK OK OK 10% 8% 5% 5% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 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 Uniform LL: 120 Uniform TL: 150 = A Uniform Load A R1 = 498 R2 = 498 SPAN =6.4FT Uniform and partial uniform loads are Ibs per lineal ft. 11 BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO LAUNDRY DOOR HDR Date: 7/31 /20 Selection 4x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 3.3 in R2= 1.7 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 2.9 ft Reaction 1 LL 1622 # Reaction 2 LL 830 # Beam Wt per ft 4.68 # Reaction 1 TL 2083 # Reaction 2 TL 1058 # Bm Wt Included 14 # Maximum V 2083 # Max Moment 1167'# Max V (Reduced) 1864 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (inz) TL Defl (in) LL Defl 17.65 19.25 0.03 0.02 11.97 15.53 0.15 0.10 OK OK OK OK 68% 81 % 17% 18% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CIF 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 Loads Uniform LL: 380 Uniform TL: 475 = A Point LL Point TL Distance 1350 B = 1750 0.6 Uniform Load A Pt loads: 0 R1 = 2083 R2 = 1058 SPAN = 2.9 FT Uniform and partial uniform loads are Ibs per lineal ft. MARZANO BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 OVERHANG BM Date: 7/31 /20 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 3.3 in R2= 3.3 in (1.5) DL Defl= 0.22 in Recom Camber= 0.33 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 10.7 ft Reaction 1 LL 1284 # Reaction 2 LL 1284 # Beam Wt per ft 6.83 # Reaction 1 TL 2150 # Reaction 2 TL 2150 # Bm Wt Included 73 # Maximum V 2150 # Max Moment 5751 '# Max V (Reduced) 1848 # TL Max Defl L / 240 TL Actual Defl L / 300 LL Max Defl L / 360 LL Actual Defl L / 612 Section (in') Shear (in 2) TL Defl (in) LL Defl 42.19 28.13 0.43 0.21 28.75 11.55 0.54 0.36 OK OK OK OK 68% 41% 80% 59% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 2400 240 1.8 650 Adjusted Values 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 Loads Uniform LL: 180 Uniform TL: 225 = A Par Unif LL Par Unif TL Start End 60 H = 70 0 10.7 1 = 100 0 10.7 I H Uniform Load A R1 = 2150 R2 = 2150 SPAN =10.7FT Uniform and partial uniform loads are Ibs per lineal ft. (ED BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO LAUNDRY WDO HDR Date: 7/31 /20 Selection 4x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.1 in R2= 1.1 in (1.5) DL Defl= 0.03 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.25 ft Reaction 1 LL 563 # Reaction 2 LL 563 # Beam Wt per ft 4.68 # Reaction 1 TL 718 # Reaction 2 TL 718 # Bm Wt Included 29 # Maximum V 718 # Max Moment 1121 '# Max V (Reduced) 612 # TL Max Defl L / 240 TL Actual Defl L / 667 LL Max Defl L / 360 LL Actual Defl L / 944 Section (in') Shear (inz) TL DO (in) LL Defl 17.65 19.25 0.11 0.08 11.50 5.10 0.31 0.21 OK OK OK OK 65% 27% 36% 38% Fb (psi) Fv (psi) E (psi x mil) Fc i Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CIF 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 Uniform LL: 180 Uniform TL: 225 = A Uniform Load A R1 =718 R2=718 SPAN = 6.25 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 MARZANO MAIN FLOOR FRAMING Date: 7/31 /20 Selection 2x 10 HF #2 @ 16 in oc Lu = 0.0 Ft Conditions NDS 2015, Repetitive Use Min Bearing Area R1= 1.1 in' R2= 1.1 in (1.5) DL Defl= 0.10 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 13.1 ft Reaction 1 LL 349 # Reaction 2 LL 349 # Beam Wt per ft 0 # Reaction 1 TL 437 # Reaction 2 TL 437 # Bm Wt Included 0 # Maximum V 437 # Max Moment 1430'# Max V (Reduced) 385 # TL Max Defl L / 240 TL Actual Defl L / 417 LL Max Defl L / 360 LL Actual Defl L / 573 Section (in3) Shear (inz) TL Defl (in) LL Defl 21.39 13.88 0.38 0.27 15.96 3.85 0.66 0.44 OK OK OK OK 75% 28% 58% 63% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 850 150 1.3 405 Adjusted Values 1075 150 1.3 405 CIF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 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 Uniform LL: 53 Uniform TL: 67 = A Uniform Load A R1 = 437 R2 = 437 SPAN = 13.1 FT Uniform and partial uniform loads are Ibs per lineal ft.