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Building Two Atwood Drive Foundation Reactions 8-31-12Building Two Atwood Drive Bracing Loads Bracing Left Stair Tower Column B-3 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 35.30 -1.63 0.00 LL 21.80 -1.75 0.00 SL 9.00 -0.50 0.00 WL Z (+/-) 41.05 -35.66 0.00 Seismic Z (+/-) 220.62 -171.29 0.00 WL X (+/-) -24.42 0.00 0.00 Seismic X (+/-) -203.30 0.00 0.00 Column C-3 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 42.97 0.00 2.50 LL 29.68 0.00 2.05 SL 12.06 0.00 0.42 WL Z (+/-) 0.00 0.00 0.00 Seismic Z (+/-) 0.00 0.00 0.00 WL X (+/-) 24.42 0.00 -10.26 Seismic X (+/-) 203.30 0.00 -74.81 Column B-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 45.31 0.00 0.00 LL 25.13 0.00 0.00 SL 10.42 0.00 0.00 WL Z (+/-) -41.05 0.00 0.00 Seismic Z (+/-) -220.62 0.00 0.00 WL X (+/-) -27.17 0.00 0.00 Seismic X (+/-) -222.00 0.00 0.00 Column C-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 91.92 0.00 -5.95 LL 50.56 0.00 -5.27 SL 26.97 0.00 -1.79 WL Z (+/-) 0.00 0.00 0.00 Seismic Z (+/-) 0.00 0.00 0.00 WL X (+/-) 27.17 0.00 -11.56 Seismic X (+/-) 222.00 0.00 -79.19 Right Stair Tower Column R-3 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 41.30 0.00 -4.26 LL 28.38 0.00 -3.93 SL 9.37 0.00 -0.93 WL Z (+/-) 0.00 0.00 0.00 Seismic Z (+/-) 0.00 0.00 0.00 WL X (+/-) -24.79 0.00 -9.79 Seismic X (+/-) -205.37 0.00 -71.57 Column S-3 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 29.58 -2.01 0.00 LL 18.72 -1.80 0.00 SL 8.00 -0.51 0.00 WL Z (+/-) 41.05 -35.66 0.00 Seismic Z (+/-) 220.62 -171.29 0.00 WL X (+/-) 24.79 0.00 0.00 Seismic X (+/-) 205.37 0.00 0.00 Column R-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 99.31 0.00 2.26 LL 52.48 0.00 2.08 SL 28.52 0.00 0.26 WL Z (+/-) 0.00 0.00 0.00 Seismic Z (+/-) 0.00 0.00 0.00 WL X (+/-) -22.99 0.00 -8.70 Seismic X (+/-) -192.65 0.00 -66.51 Solumn S-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 42.52 0.00 0.00 LL 24.40 0.00 0.00 SL 11.26 0.00 0.00 WL Z (+/-) -41.05 0.00 0.00 Seismic Z (+/-) -220.62 0.00 0.00 WL X (+/-) 22.99 0.00 0.00 Seismic X (+/-) 192.52 0.00 0.00 Legend DL Dead Load LL Live Load SL Snow Load WL (+/-) Wind Load (can be positive or negative) Seismic (+/-) Seismic Load (can be positive or negative) Note: All loads are service Loads (except the seismic load) Revisions Date Comments 8/31/2012 Issued Foundation Loads Building Two Atwood Drive Bracing Center Stair Tower Column G-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 57.08 -6.20 0.00 LL 31.48 -4.35 0.00 SL 27.97 -3.16 0.00 WL Z (+/-) 41.05 -18.42 0.00 Seismic Z (+/-) 220.62 -89.45 0.00 WL X (+/-) -23.65 0.00 -9.85 Seismic X (+/-) -198.36 0.00 -74.10 Column H-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 28.48 0.00 0.00 LL 15.87 0.00 0.00 SL 13.60 0.00 0.00 WL Z (+/-) 0.00 0.00 0.00 Seismic Z (+/-) 0.00 0.00 0.00 WL X (+/-) -23.65 0.00 0.00 Seismic X (+/-) -198.32 0.00 0.00 Column G-8 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 31.99 4.05 0.00 LL 25.17 2.37 0.00 SL 10.25 2.28 0.00 WL Z (+/-) -41.05 -17.67 0.00 Seismic Z (+/-) -220.59 -85.35 0.00 WL X (+/-) -24.6 0.00 0.00 Seismic X (+/-) -204.29 0.00 0.00 Column H-8 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 55.97 0.00 0.00 LL 31.06 0.00 0.00 SL 16.21 0.00 0.00 WL Z (+/-) 0.00 0.00 0.00 Seismic Z (+/-) 0.00 0.00 0.00 WL X (+/-) 24.60 0.00 -10.00 Seismic X (+/-) 204.29 0.00 -72.74 Building Two Atwood Drive Gravity Loads Column D-1 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 80.6 0.0 0.0 LL 34.6 0.0 0.0 SL 24.3 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column F-1 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 69.8 0.0 0.0 LL 33.0 0.0 0.0 SL 21.7 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column. 1-1 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 61.0 0.0 0.0 LL 28.7 0.0 0.0 SL 18.8 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column K-1 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 61.0 0.0 0.0 LL 28.7 0.0 0.0 SL 18.8 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column M-1 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 69.8 0.0 0.0 LL 33.0 0.0 0.0 SL 21.7 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column P-1 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 77.4 0.0 0.0 LL 33.6 0.0 0.0 SL 23.4 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column A-2 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 41.8 0.0 0.0 LL 19.8 0.0 0.0 SL 14.4 0.0 0.0 WL(+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column C-2 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 74.4 0.0 0.0 LL 32.2 0.0 0.0 SL 20.0 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column Q-2 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 80.3 0.0 0.0 LL 34.6 0.0 0.0 SL 22.7 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column T-2 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 43.7 0.0 0.0 LL 20.3 0.0 0.0 SL 14.8 0.0 0.0 WL(+/-> 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column A-4 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 62.9 0.0 0.0 LL 25.2 0.0 0.0 SL 18.4 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column T-4 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 53.1 0.0 0.0 LL 20.2 0.0 0.0 SL 15.5 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Building Two Atwood Drive Column D-5 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 60.9 0.0 0.0 LL 36.6 0.0 0.0 SL 0.0 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column F-5 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 51.7 0.0 0.0 LL 33.2 0.0 0.0 SL 0.0 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column. 1-5 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 46.2 0.0 0.0 LL 29.8 0.0 0.0 SL 0.0 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column K-5 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 46.2 0.0 0.0 LL 29.8 0.0 0.0 SL 0.0 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column M-5 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 51.7 0.0 0.0 LL 33.2 0.0 0.0 SL 0.0 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column P-5 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 67.4 0.0 0.0 LL 39.4 0.0 0.0 SL 0.0 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column D-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 92.4 0.0 0.0 LL 40.5 0.0 0.0 SL 42.3 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column K-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 52.3 0.0 0.0 LL 25.9 0.0 0.0 SL 26.4 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column M-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 77.8 0.0 0.0 LL 36.1 0.0 0.0 SL 34.4 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column P-6 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 89.8 0.0 0.0 LL 39.6 0.0 0.0 SL 41.1 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column A-7 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 52.6 0.0 0.0 LL 19.4 0.0 0.0 SL 16.1 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column T-7 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 46.6 0.0 0.0 LL 16.2 0.0 0.0 SL 14.3 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Building Two Column A-9 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 52,0 0.0 0.0 LL 24.9 0.0 0.0 SL 17.1 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column C-9 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 90.4 0.0 0.0 LL 38.8 0.0 0.0 SL 23.5 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column Q-9 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 90.0 0.0 0.0 LL 38.8 0.0 0.0 SL 23.4 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column T-9 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 55.7 0.0 0.0 LL 26.0 0.0 0.0 SL 17.9 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column D-10 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 76.4 0.0 0.0 LL 33.6 0.0 0.0 SL 20.5 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column E-10 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 57.8 0.0 0.0 LL 28.8 0.0 0.0 SL 15.8 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Atwood Drive Column H-1 0 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 37.3 0.0 0.0 LL 18.6 0.0 0.0 SL 9.8 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column K-10 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 50.9 0.0 0.0 LL 23.9 0.0 0.0 SL 13.2 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column N-10 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 80.4 0.0 0.0 LL 34.2 0.0 0.0 SL 21.6 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Column P-10 Loading Vertical Reaction Lateral Reaction Loading Vertical Reaction Z X DL 73.3 0.0 0.0 LL 32.6 0.0 0.0 SL 19.7 0.0 0.0 WL (+/-) 0.0 0.0 0.0 Seismic (+/-) 0.0 0.0 0.0 Kevin Burlingame DataBase: Atwood Drive II-Outriggers 8-29-12 08/31/2012 07:50:35 Kevin Burlingame DataBase: Atwood Drive II-Outriggers 8-29-12 08/31/2012 07:51:16 Kevin Burlingame DataBase: Atwood Drive II-Outriggers 8-29-12 08/31/2012 07:51:59 Kevin Burlingame DataBase: Atwood Drive II-Outriggers 8-29-12 08/31/2012 07:57:58