CITY PROJECT - 1821 & 1823 E Chestnut Ave - Plan

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KPFF Consulting Engineers Project : 700 South Flower Street, Suite 2100 Job no. : Los Angeles, CA 90017 Date : (213) 418-0201 S4-1 (WEST)By : SAZ D. DETAILED DESIGN INFORMATION D.1 SHEAR WALL DESIGN DETAILS (AWC SDPWS 2015, Section 4.3) SEISMIC WIND Wall Unit Shear:280 lb/ft 0 lb/ft =N/A Aspect Ratio Factor Wood Structural Panel =1 Structural Fiberboard =N/A Wall Capacities SEISMIC WIND Wall Nominal Unit Shear Capacity =680 lb/ft 950 lb/ft Wall Design Unit Shear Capacity =340 lb/ft 475 lb/ft Wall DCR =0.82 OK 0.00 OK D.2 WALL POST AND HOLDDOWN DESIGN DETAIL POST DESIGN Design Post Compression = 5323 lb B.E. Species: Post Size: 2 in Fc = 9 in Emin = 1.00 c = 1.00 Post Grade: Strong Direction Un-braced Length: Weak Direction Un-braced Length: Adjustment Factors:CD 1.6 CM 1.0 Ct 1.0 CF 1.1 Ci 1.0 Cp 0.2 Buckling Length Coefficients: Strong-Direction, Ke1 =1.0 Weak-Direction, Ke2 =1.0 Post Capacity =9793 lb Post Compression DCR =0.54 OK HOLD DOWN DESIGN Design Holdown Tension = 2198 lb Hold Down Type:SIMPSON- Holdown Capacity =3075 lb Holdown DCR =0.71 OK 2198 lb/ft HDU2-SDS2.5 Douglas Fir-Larch DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5) 0.6D+0.7E 280 lb/ft Actual Depth = 4x6 Actual Width = DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5) 0.6D+0.7E 4962 lb/ft 620000 psi 1350 psi Select Structural 15 ft 0 ft DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5) 0.6D+0.7E Unblocked Shear Wall Adjustment YES 16 Wood Structural Panels - Structural 1 Stud Spacing: Blocking Provided When Required? Panel Edge Fastener Spacing (in.): Sheathing Material: Minimum Nominal Panel Thickness (in.): 6 15/32 10dFastener Size: Fc Size Factor, CF =