1010 N BROADWAY STARBUCKS 2025-07-30

Calculation: Cross Beam Design { 10-11 } Induced Member Loading (ASD): San: ft Design Load Comb.: I) I) Ptension: ii k Strong Axis Mx, u.- k-in Weak -Axis My, 0,0 k-in Rbearing,edge: 11 k Pcom ression: k Strong Axis V . (i. I k Weak -Axis V. 0.0 k Rbearin Flab k Member Properties: Self -Weight: 2.654 plf in. X - in. Species (Grade): Douglas Fir -Larch (No. 1) Grade: No. 1 Nominal Size 4x4 REF: 2018 NDS Supplement: Table 4A / 4B - Ref. Design Values for Visually Graded (#) of Plies: ( 1) Dimension Lumber (2"-4" Thick) Adjustment Factors: Section Properties & Design Values: CD: 1.00 Ct: Temp.-100 deg F Cr: 1.15 Ci: Not Applicable b: 3.5 in SG: 0.5 CM: M.C.- 19% Ct(Fb): 1.00 CE,(Fb ): 1.00 Ci(Fb): 1.00 d: 3.50 in Fb: 1000 psi y CM (Fb): 1.00 C, (1:t): 1.00 CL (Fb,): 1.00 Ci (Ft): 1.00 bnom: 4 in Ft: 675 psi CM (Ft): 1.00 Ct (F ): 1.00 CL (Fb-y): 1.00 Ci (F,): 1.00 dnom: 4 in F,: 180 psi CM (F"): 1.00 Cr ft,erp): 1.00 CF(Fb): 1.50 Ci �cye �): 1.00 A: 12.25 in Fe: 1500 psi CM(Fcyerp)• 1.00 Ct(Fc): 1.00 CF(Ft): 1.50 Ci(Fc): 1.00 [x: 12.5 in4 Fc_perp: 625 psi CM ft): 1.00 Ct (E). 1.00 CF(Fc)• 1.15 Ci (E): 1.00 ly: 12.51 in E: t700000 psi CM (E): 1.00 Ct (Ervin): 1.00 Ci (Ervin): 1.00 Sx: 7.15 in Emin 620000 psi CM Ervin • 1.00 S : 7.15 in E'min: 620000 psi CL(Fb a_ J. Beam Stability Factor (strong axis bending member): Analysis Option: (NDS 3.3.3.4 to 3.3.3.8) Calculated CL based on unsupported length of member In- Torsional Restraint• 38 in Loading Condition: Simple Span Beam - Uniform Distributed Load Effective length, le: 72.44 in User Defined Effective length, le: - RB: 4.549 OI% Fbx*: 1725 psi F,: 35947 CLcalanlated: 0.997 Member Effective Length & Slenderness Check For Compression: Strong Axis unbraced length, I n x : 3.17 ft Ke x: 1.00 le_x: 38.0 in le x/d: 10.9 OK Weak Axis unbraced length, In : 3.17 ft Ke : 1.00 1 38.0 in ]e, /d: 10.9 OK Member Design: Strong -Axis Flexural Capacity: Strong -Axis Shear Capacity Strong - Bearing Analysis (Perp. to grain): Deflection Analyis: Transient: L/ 360 D+Transient: L/ 240 Fe _x: 1721 psi F 'y: 180 psi Bearing length, I b Edge : 1.00 in. fb x: 104 psi fey: 9.59 psi Bearing area distance to E': 1700000 psi Unity: 0.06 OI% Unity: 0.05 O K member edge: Less than 3 in. Cb (Fc 1 )Edge• 1.00 F'cl Edge: 625 psi Egde Area: 3.5 inz Kcr : 2.00 ATransient,x-x: (1 in L/ 10000 OK ODx-x: (U in AD+Transient,x-x: 0.01 in L / 4012 OK Mn x: 12.30 k-in Vn 1.47 k Weak -Axis Flexural Capacity: Weak -Axis Shear Capacity: Fby: 1725 psi F '_x•• 180 psi fb,: 0.00 psi f, x: 0.00 psi fc.i Edge: 0 psi 6Transient,y-y ill L / 10000 OK Unity: 0.00 OK Unity: 0.00 OK Unity: 0.00 OK ADy_y (i in OD+Transient, - : 0.00 in L / 10000 OK M„ ,,: 12.33 k-in Vn x: 1.47 k Compression Capacity: Tension Capacity: Weak - Bearing Analysis (Perp. to grain): Combined Member Checks: Fc*: 1725 psi Bearing length, IbFlat : 1.00 in. Comb. Flex & Tension (3.9-1): 0.06 OK FcE_x: 4323 psi Bearing area distance to Strong Flex & Tension (3.9-2): 0.06 OK FcEy: 4323 psi member edge: Less than 3 in. Weak Flex & Tension (3.9-2): 0.00 OK c: 0.8 Cb(Fc.L) Flat: 1.00 Comb. Flex & Comp. (3.9-3): N/A OK Cp: 0.90 F,' : 1013 psi F'c 1 Flat: 625 psi Comb. Flex & Comp. (3.9-4): N/A OK F'c: 1551 psi Anet: 12.25 in' Flat Area: 3.5 in fbx-x [fbl1: 104 psi FcEI_ 4323 fc: 0 psi ft: 0.00 psi fc i Edge: 0 psi fb y_y [ fbz 1: 0 psi FcEz: 4323 Unity: 0.00 OK Unity: 0.00 OK Unity: 0.00 0K FbE: 35947 1,,,: 19.00 k Pn: 12.40 k USE (1) 4x4 Douglas Fir -Larch (No. 1) JAUE 13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 Project: Starbucks - Brodway & 10th Pg. No: D - 1 I Address: 1010 N Broadway Everett,WA 98201 Date: 3/19/24 -lient: Graphite Design Group Job No.: 24084