901 E Myrtle St Unit# 2 - Plan - Laserfiche WebLink

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BUILDING INFORMATION A.General: Number of stories 1 Building risk category II Design Code 2022 CBC Load standard ASCE 7-16 Design Load Combination ASD B.Lateral Loads Data: WIND STANDARD ASCE 7-16(Directional Procedure) Exposure C Wind Speed V 95 Enclosure Enclosed Building Velocity pressure qz 0.00256KzKztKdKeV2 (26.10-1) Velocity pressure exposure coefficient Kz from (Table 26.10-1) Directionality Factor Kd 0.85 (Table 26.6-1) Topographic factor defined Kzt 1 (26.8.2) Gust Effect Factor G 0.85 (26.11) Pressures for MWFRS p qGCp – qi(GCpi)(27.3-1) External pressure coefficient Cp from (Fig. 27.3-1) Internal pressure coefficient (GCpi)0.18 (Table 26.13-1)} SEISMIC STANDARD ASCE 7-16(Equivalent Lateral Force Procedure) Seismic Design Category D (Table 11.6-1) Importance factor Ie 1 (Table 1.5-2) Soil Site Class D-Default (Table 20-3-1) Response Spectral Acc. (0.2 sec) Ss 1.284 Response Spectral Acc. (1.0 sec) S1 0.458 TL (sec)8 Fa 1.2 (Table 11.4-1) Fv 1.842 (Table 11.4-2) Max. Considered earthquake acc. SMS 1.541 (11.4-1) Max. Considered earthquake acc. SM1 .844 (11.4-2) Design spectral acc. At short period SDS 1.02 (11.4-3) Design spectral acc. at 1s period SD1 0.562 (11.4-4) Response modification coefficient R 6.5 (Table 12.2-1) System overstrength coefficient Ω2.5 (Table 12.2-1) Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2) Building Height (ft)15 Building period T=Ta (sec)0.152 (12.8-7) Base Shear Adjustment Factor 1 Minimum Cs 0.045 (12.8-5 & 12.8-6) Maximum Cs 0.568 (12.8-3 & 12.8-4) Seismic response coefficient Cs 0.158 (12.8-2) Adjusted Cs 0.158 For allowable stress design V = 0.7CsW 0.111W vG23.06.30 : : : : Com pany Project (N) DETACHED ADU, UNIT 2 Job No.231014 Plan : : : : Designed T.M. Checked P.P. Date 2023-12-26 Client N/A TIC Structure Design 2023 .8 4 901 E Myrtle St Unit# 2 - 1011181606/27/2024