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REVIEWED BLD2023-0200+Structural_Analysis_or_Calculations+2.16.2023_11.24.58_AM+3373387Clint Jewelers Tenant Improvement 100 5th Ave N Edmonds, Washington 98020 Structural Engineering Calculations NG .ems...: . 32, RAL sy�` ;L"6 A L LM Dihong Shao, SE February 9, 2023 Project Name Page No. Bm/Jst Location/Description: ROOF BM FOR 8'-8"SQ SKYLIGHT 6x14 DF#2 Roof dead load (psf) 12.00 live load (psf) 25.00 additional total point load (kips) 0.00 tributary width (ft) 9.84 point load location to farthest support (ft) 0.00 Floor dead load (psf) 25.00 live load (psf) 60.00 additional total point load (kips) 0.00 tributary width (ft) 0.00 point load location to farthest support (ft) 0.00 Wall wall weight (psf) 10.00 RATIOS 1.05 height (ft) 0.00 0.90 Beam Span (ft) 21.50 0.72 load duration/repetitive factor 1.15 1.00 Beam Data Base Number F--1-8---1 2.0E PSL tributary load (plf) 363.90 #N/A Beam No.61-88 moment (kip-ft) 21.03 Provided M #N/A shear/reaction (kips) 3.91 Provided V #N/A Provided I #N/A DF#2 Provided 24F-V4 or 24F-V8 DF GL Provided Required S (in A3) 175.52 167.06 91.42 #N/A Required I (in A4) 1014.75 1127.67 1014.75 #N/A Required A (in A2) 53.71 74.25 30.92 #N/A Size 6x14 Beam No.1-20 #N/A Beam No.20-60 Bm/Jst Location/Description: ROOF BM FOR 8'-8"SQ SKYLIGHT 5.5x13.5 GL Roof dead load (psf) 12.00 live load (psf) 25.00 additional total point load (kips) 0.00 tributary width (ft) 9.84 point load location to farthest support (ft) 0.00 Floor dead load (psf) 15.00 live load (psf) 40.00 additional total point load (kips) 0.00 tributary width (ft) 0.00 point load location to farthest support (ft) 0.00 Wall wall weight (psf) 10.00 height (ft) 0.00 Beam Span (ft) 21.50 load duration/repetitive factor 1.15 1.00 Beam Data Base Number 36 2.0E PSL tributary load (plf) 363.90 #N/A Beam No.61-88 moment (kip-ft) 21.03 Provided M #N/A shear/reaction (kips) 3.91 Provided V #N/A Provided I #N/A DF#2 Provided 24F-V4 or 24F-V8 DF GL Provided Required S (in^3) 175.52 280.73 91.42 163.65 Required I (in A4) 1045.50 2456.38 1045.50 1050.79 Required A (in^2) 53.71 96.25 30.92 69.19 Size 6x18 Beam No.1-20 5-1/8x13-1/2 Beam No.20-60 Project Name Page No. Bm/Jst Location/Description: ROOF BM FOR REMOVED POSTS AT 25'-6" SPAN Roof dead load (psf) 12.00 live load (psf) 25.00 additional total point load (kips) 0.00 tributary width (ft) 5.50 point load location to farthest support (ft) 0.00 Floor dead load (psf) 10.00 live load (psf) 60.00 additional total point load (kips) 0.00 tributary width (ft) 0.00 point load location to farthest support (ft) 0.00 Wall wall weight (psf) 10.00 height (ft) 0.00 Beam Span (ft) 25.50 load duration/repetitive factor 1.15 1.00 Beam Data Base Number F--1-8---1 2.0E PSL tributary load (plf) 203.50 #N/A Beam No.61-88 moment (kip-ft) 16.54 Provided M #N/A shear/reaction (kips) 2.59 Provided V #N/A Provided I #N/A DF#2 Provided 24F-V4 or 24F-V8 DF GL Provided Required S (in A3) 138.08 167.06 71.92 #N/A Required I (in A4) 1149.68 1127.67 1149.68 #N/A Required A (in A2) 35.63 74.25 20.51 #N/A Size 6x14 Beam No.1-20 #N/A Beam No.20-60 Bm/Jst Location/Description: ROOF BM FOR REMOVED POSTS AT 21'-6" SPAN Roof dead load (psf) 12.00 live load (psf) 25.00 additional total point load (kips) 0.00 tributary width (ft) 5.50 point load location to farthest support (ft) 0.00 Floor dead load (psf) 10.00 live load (psf) 60.00 additional total point load (kips) 0.00 tributary width (ft) 0.00 point load location to farthest support (ft) 0.00 Wall wall weight (psf) 10.00 height (ft) 0.00 Beam Span (ft) 21.50 load duration/repetitive factor 1.15 1.00 Beam Data Base Number 17 2.0E PSL tributary load (plf) 203.50 #N/A Beam No.61-88 moment (kip-ft) 11.76 Provided M #N/A shear/reaction (kips) 2.19 Provided V #N/A Provided I #N/A DF#2 Provided 24F-V4 or 24F-V8 DF GL Provided Required S (in^3) 98.16 121.23 51.12 #N/A Required I (in A4) 689.08 697.07 689.08 #N/A Required A (in^2) 25.53 63.25 17.29 #N/A Size 6x12 Beam No.1-20 #N/A Beam No.20-60 Project Name Page No. Bm/Jst Location/Description: CEILING GRID FRAMING AT 12'-0" Roof dead load (psf) 5.00 live load (psf) 5.00 additional total point load (kips) 0.00 tributary width (ft) 7.38 point load location to farthest support (ft) 0.00 Floor dead load (psf) 10.00 live load (psf) 60.00 additional total point load (kips) 0.00 tributary width (ft) 0.00 point load location to farthest support (ft) 0.00 Wall wall weight (psf) 10.00 height (ft) 0.00 Beam Span (ft) 25.50 load duration/repetitive factor 1.00 1.00 Beam Data Base Number �� 2.0E PSL tributary load (plf) 73.85 #N/A Beam No.61-88 moment (kip-ft) 6.00 Provided M #N/A shear/reaction (kips) 0.94 Provided V #N/A Provided I #N/A DF#2 Provided 24F-V4 or 24F-V8 DF GL Provided Required S (in A3) 57.62 82.73 30.01 #N/A Required I (in A4) 417.19 392.96 417.19 #N/A Required A (in A2) 14.87 52.25 8.56 #N/A Size 6x10 Beam No.1-20 #N/A Beam No.20-60