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GEN ER AL I N FO RMATI O NGENERAL INFO R MATIO N <br />I .I .G e n e r a l:G e n e r a l : <br />Number of stories 1 <br />Building risk category II <br />Design Code 2022 CBC <br />Load standard ASCE 7-16 <br />Design Load Combination ASD <br />I I .I I .L a t e r a l P a r a m e t e r L o a d s :L a t e r a l P a r a m e t e r L o a d s : <br />A . W I N DA. W I N D ASCE 7-16(Directional Procedure) <br />Exposure C <br />Wind Speed V 95 <br />Enclosure Enclosed Building <br />Velocity pressure qz 0.00256Kz Kz tKdKeV2 (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 Kz t 1 (26.8.2) <br />Gust Effect Factor G 0.85 (26.11) <br />Pressures for MWFRS p qGCp - qi(GCp i)(27.3-1) <br />External pressure coefficient Cp from (Fig. 27.3-1) <br />Internal pressure coefficient (GCp i)0.18 (Table 26.13-1)} <br />B . S E I S M I CB. S E I S M I C ASCE 7-16(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 D-Default (Table 20-3-1) <br />Response Spectral Acc. (0.2 sec) Ss 1.334 <br />Response Spectral Acc. (1.0 sec) S1 0.475 <br />TL (sec)8 <br />Fa 1.2 (Table 11.4-1) <br />Fv 1.825 (Table 11.4-2) <br />Max. Considered earthquake acc. SMS 1.601 (11.4-1) <br />Max. Considered earthquake acc. SM1 0.867 (11.4-2) <br />Design spectral acc. At short period SDS 1.067 (11.4-3) <br />Design spectral acc. at 1s period SD1 0.578 (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 <br />parameters Ct = 0.02 x = 0.75 (Table 12.8-2) <br />Building Height (ft)11.25 <br />Building period T=Ta (sec)0.123 (12.8-7) <br />Base Shear Adjustment Factor 1 <br />Minimum Cs 0.047 (12.8-5 & 12.8-6) <br />Maximum Cs 0.724 (12.8-3 & 12.8-4) <br />Seismic response coefficient Cs 0.164 (12.8-2) <br />Adjusted Cs 0.164 <br />For allowable stress design V = 0.7CsW 0.115W <br />: <br />: <br /> <br />P r oje ct N o.A DU C ON V E R SI O N <br />P r oje ct Location 8 0 5 C LE M E N SE N A V E SA N T A A N A C A 9 2 70 5 <br />: <br />: <br /> <br />De sign e d <br />C h e c ke d <br /> <br /> <br /> Prin t date : 0 7/11/2 0 2 5 <br />2