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BUILDING INFORMATION <br />A.General: <br />Number of stories 1 <br />Building risk category II <br />Design Code 2025 CBC <br />Load standard ASCE 7-22 <br />Design Load Combination ASD <br />B.Lateral Loads Data: <br />WIND STANDARD ASCE 7-22(Directional Procedure) <br />Exposure C <br />Wind Speed V 95 <br />Enclosure Enclosed Building <br />Velocity pressure qz 0.00256KzKztKeV2 (26.10-1) <br />Velocity pressure exposure coefficient Kz from (Table 26.10-1) <br />Directionality Factor Kd 0.85 (Table 26.6-1) <br />Topographic factor defined Kzt 1 (26.8.2) <br />Gust Effect Factor G 0.85 (26.11) <br />Pressures for MWFRS p qGCp – qi(GCpi)(27.3-1) <br />External pressure coefficient Cp from (Fig. 27.3-1) <br />Internal pressure coefficient (GCpi)0.18 (Table 26.13-1)} <br />SEISMIC STANDARD ASCE 7-22(Equivalent Lateral Force Procedure) <br />Seismic Design Category D (Table 11.6-1) <br />Importance factor Ie 1 (Table 1.5-2) <br />Soil Site Class Default (Table 20-3-1) <br />Response Spectral Acc. (0.2 sec) Ss 1.45 <br />Response Spectral Acc. (1.0 sec) S1 0.47 <br />TL (sec)8 <br />Max. Considered earthquake acc. SMS 1.72 (11.4-1) <br />Max. Considered earthquake acc. SM1 1.15 (11.4-2) <br />Design spectral acc. At short period SDS 1.147 (11.4-3) <br />Design spectral acc. at 1s period SD1 0.767 (11.4-4) <br />Response modification coefficient R 6.5 (Table 12.2-1) <br />System overstrength coefficient Ω2.5 (Table 12.2-1) <br />Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2) <br />Building Height (ft)15 <br />Building period T=Ta (sec)0.152 (12.8-8) <br />Base Shear Adjustment Factor 1 <br />Minimum Cs 0.05 (12.8-6 & 12.8-7) <br />Maximum Cs 0.774 (12.8-4 & 12.8-5) <br />Seismic response coefficient Cs 0.176 (12.8-3) <br />Adjusted Cs 0.176 <br />For allowable stress design V = 0.7CsW 0.123W <br />vG25.12.25 <br />: <br />: <br />: <br />: <br />Com pany Core Structure, Inc. <br />Project TENANT IMPROVEMENT (PHASE 3) <br />Job No.0 <br />Plan 0 <br />: <br />: <br />: <br />: <br />Designed NA <br />Checked NA <br />Date <br />Client 0 <br />TIC Structure Design 2025 <br />8