Case Location Building description height/size Seismic Force- Total seismic Vibration Resisting Systems weight, W (Kip) Period, T (sec) Response Modification Base Shear, V (kip) Factor, R A UCSF Campus, 10-story R/C residential Dual system with San Francisco, B C CA Downtown Santa Monica, CA Miami Beach, Miami, FL 'D 5th Ave E New York, NY University of Nevada Campus Las Vegas, NV F Microsoft Campus Redmond, WA building; 110 ft tall; 22,500 sq. special R/C moment ft per floor; 125 psf average floor weight 4-story wood-frame residential over one-story R/C parking podium, 62 ft tall; 17,500 sq. ft per floor 35 psf average 4 wood levels wood frame plus 175 psf 2nd floor concrete 20-story R/C hotel building. 200 ft tall; 12,500 sq. ft per floor; 110 psf average floor weight 40-story steel frame, office/retail/residential building, 480 ft tall; 5,600 sq. ft per floor 75 psf average floor weight 8-story R/C office/laboratory/classroom building, 120 ft tall; 20,000 sq. ft per floor 150 psf average floor weight 12-story steel-frame office building, 150 ft tall; 6,400 sq. ft per floor 85 psf average floor weight resisting frame and special R/C shear walls Bearing wall system with Light-frame (wood) walls sheathed with wood structural panels Bearing wall system with Intermediate R/C shear walls Building frame system with Ordinary R/C shear walls Building frame system with Special R/C shear walls Building frame system with steel eccentrically braced frames

Case Location Building description height/size Seismic Force- Total seismic Vibration Resisting Systems weight, W (Kip) Period, T (sec) Response Modification Base Shear, V (kip) Factor, R A UCSF Campus, 10-story R/C residential Dual system with San Francisco, B C CA Downtown Santa Monica, CA Miami Beach, Miami, FL 'D 5th Ave E New York, NY University of Nevada Campus Las Vegas, NV F Microsoft Campus Redmond, WA building; 110 ft tall; 22,500 sq. special R/C moment ft per floor; 125 psf average floor weight 4-story wood-frame residential over one-story R/C parking podium, 62 ft tall; 17,500 sq. ft per floor 35 psf average 4 wood levels wood frame plus 175 psf 2nd floor concrete 20-story R/C hotel building. 200 ft tall; 12,500 sq. ft per floor; 110 psf average floor weight 40-story steel frame, office/retail/residential building, 480 ft tall; 5,600 sq. ft per floor 75 psf average floor weight 8-story R/C office/laboratory/classroom building, 120 ft tall; 20,000 sq. ft per floor 150 psf average floor weight 12-story steel-frame office building, 150 ft tall; 6,400 sq. ft per floor 85 psf average floor weight resisting frame and special R/C shear walls Bearing wall system with Light-frame (wood) walls sheathed with wood structural panels Bearing wall system with Intermediate R/C shear walls Building frame system with Ordinary R/C shear walls Building frame system with Special R/C shear walls Building frame system with steel eccentrically braced frames