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Calculation: 4x blocking wood design', 1-2} <br />Induced Loading Derivation: <br />Member Properties: <br />Span, Lt: ? It <br />E: i - ksi <br />Ix: I '). in.' <br />ly: I in." <br />Member Analysis: Conservative Design Max <br />Analysis Location, x: 0 ft <br />Wind Deflection Reduction: No <br />a b <br />w <br />Rt Rz <br />Unfactored Strong -Axis Induced Forces <br />Design Wt: <br />Length: <br />Width: <br />(E) Joist spacing: <br />185 lb <br />4.8 ft <br />1.8 ft <br />2 ft <br />BLC I Dist. Loads Line Loads Point Load <br />DL: 0 psf 0 plf 0.0 k <br />DLadd: - pSf 0 plf 0.046 k <br />DLsW: - psf ?.- plf k <br />LL: 0 psf 0 plf 0.0 k <br />LLr: 0 psf 0 plf 0.0 k <br />SLbaSe: 0 psf 0 plf 0.0 k <br />SLd,in: - pSf 0 plf 0.0 k <br />WL+: 0 psf 0 plf 0.0 k <br />WL -: 0 psf 0 plf 0.0 k <br />Vert. Trib. Width: 2.417 ft <br />Loading PL Loc., a: 1 ft. <br />Properties Vert. PL Loc., b: l ft. <br />Strong <br />Axis Induced Forces and Deflections <br />ASD Design Load Combinations: <br />Cd <br />Line Loads <br />Point Load <br />Mmax <br />Vmax <br />R1 <br />R2 <br />ATransient <br />AD+Transient <br />1) D: <br />0.90 <br />3 plf <br />0.0 k <br />0.3 k-in <br />0.03 k <br />0.03 k <br />0.03 k <br />- <br />0.00 in <br />2) D+L: <br />1.00 <br />3 plf <br />0.0 k <br />0.3 k-in <br />0.03 k <br />0.03 k <br />0.03 k <br />0.00 in <br />0.00 in <br />3a) D+Lr: <br />1.00 <br />3 pIf <br />0.0 k <br />0.3 k-in <br />0.03 k <br />0.03 k <br />0.03 k <br />0.00 in <br />0.00 in <br />3b) D+S: <br />1.15 <br />3 plf <br />0.0 k <br />0.3 k-in <br />0.02 k <br />0.03 k <br />0.03 k <br />0.00 in <br />0.00 in <br />4a) D+0.75L+0.75Lr: <br />1.00 <br />2.654 plf <br />0.0 k <br />0.3 k-in <br />0.03 k <br />0.03 k <br />0.03 k <br />- <br />4b D+0.75L+0.75S: <br />1.15 <br />2.654 plf <br />0.0 k <br />0.3 k-in <br />0.02 k <br />0.03 k <br />0.03 k <br />- <br />5) D+0.6W: <br />1.60 <br />2.654 pif <br />0.0 k <br />0.2 k-in <br />0.02 k <br />0.03 k <br />0.03 k <br />0.00 in <br />0.00 in <br />6a) D+0.75(0.6W)+0.75L+0.75Lr: <br />1.60 <br />2.654 plf <br />0.0 k <br />0.2 k-in <br />0.02 k <br />0.03 k <br />0.03 k <br />- <br />- <br />6b) D+0.75(0.6W)+0.75L+0.75S: <br />1.60 <br />2.654 plf <br />0.0 k <br />1 <br />0.2 k-in <br />0.02 k <br />0.03 k <br />0.03 k <br />- <br />7) 0.6D+0.6W:i <br />1.60 <br />1.593 nlf <br />0.0 k <br />0.1 k-in <br />1 0.01 k <br />0.02 k <br />0.02 k <br />0.00 in <br />0.00 in <br />I Induced Member Loadine (ASD): I <br />htension: <br />0 k <br />hcompression: <br />0 k <br />Strong Axis Mx; <br />0. ,26 k-in <br />Strong Axis Vy, <br />0.11?1) k <br />Rbearing,edge: <br />0 k <br />Rbearin flat: <br />0 k <br />Soan: <br />_ ft <br />b <br />d <br />t <br />USE (1) 4x4 Douglas Fir -Larch (No. 1) <br />3228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />'roject: Starbucks - Brodway & 1 Oth Pg. No: D -I <br />kddress: 101ON Broadway Everett,WA 98201 Date: 3/19/24 <br />,lient: Graphite Design Group Job No.: 24084 <br />