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Home My WebLink About1300 Westhaven Dr Structural CalcsI Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 971140 09/15/05 09:12:35 5.98 10.05 Column 12 at Line 153.40ft - 56.00ft at Level 8073.9 Dead Load 5.980.00 16.03 Min Total Max Total 16.09 Min Total Max Total to-21 45.21 Min Total Max Total 16.39 45.36 Min Total Max Total 16.39 45.37 Red ucible Storage UnRed. Roof Pos 0.00 0.00 10.05 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 6.04 10.05 Column 13 at Line 156.26ft - -10.49ft at Level low roof a 6.040.00 Dead Load IO.JY Dead Load 16.39 Red ucible Storage UnRed. Roof Pos 0.00 0.00 28-97 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 16.24 28-97 Column 13 at Line 156.26ft - -10.49ft at Level 8078 Dead Load 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 28.97 0.00 28.97 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0-00 0.00 0.00 o/o Red 0.00 0.00 0.00 0.00 Column 13 at Line 156.26ft - -10.49ft at Level 8O74.2 -{ Reducible Storage UnRed. Roof Pos 0.00 0.00 28.97 0.00 28.97 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 000 0,00 Pos % Red 0.00 0.00 Neg 0.00 % Red 0.00 O Column 13 at Line 156.26ft - -10.49ft at Level 8074.1 -rt Dead Load Live Loads Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 98/140 09/15105 09:12:35 Storage UnRed. Roof 0.00 28.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 16.40 28.97 Column 13 at Line 156.26ft - -10.49ft at Level 8074 -rt 0.00 16.40 45.37 Min Total Max Total 16.40 45.38 Min Total Max Total 16.72 45.69 Min Total Max Total 31.51 78.89 Min Total Max Total Load 16.40 Dead Load Load Reducible Storage UnRed. Roof Pos 0.00 0.00 28.97 0.00 28.97 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 13 at Line 156.26ft - -10.49ft at Level 8073.9 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 28.97 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 16.72 28.97 Column 13 at Line 156.26ft - -10.49ft at Level 8066 0.00 Reducible Storage UnRed. Roof Pos 5.75 0.00 42.34 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 12.46 0.00 0.00 Live Loads % Red 12.46 0.00 0.00 31.51 47.38 Column 13 at Line 156.26ft - -10.49ft at Level 8064 0.00 Red ucible Storage UnRed. Roof Pos 67q 0.00 42.34 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 31.91 47.38 Column 13 at Line 156.26ft - -10.49ft at Level 8054 0.00 31.91 79.29 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 99/140 09/15/05 09:12:35 Dead Load 45.31 45.71 Reducible Storage UnRed. Roof Pos 11 .46 0.00 51.13 0.00 59.07 Live Loads % Red 30.68 0.00 0.00 Live Loads ToRed 30.68 0.00 0.00 Live Loads % Red 55.70 0.00 0.00 Live Loads % Red 55.70 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 45.31 104.38 Min Total Max Total 45.71 104.78 Min Total Max Total 134.O2 185.37 Min Total Max Total 134.55 185.90 0.00 Column 13 at Line 156.26ft - -10.49ft at Level 8052 Dead Load Red ucible Storage UnRed. Roof Pos 1't.46 0.00 51.13 0.00 59.07 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 13 at Line 159.5'1ft - 36.71ft at Level 8042 Dead Load Pos 60.s6 0.00 22.58 0.00 Reducible Storage UnRed. Roof Neg -0.05 0.00 -1.74 0.00 -1.76 % Red 55.70 0.00 0.00 135.78 49.59 Column 13 at Line 159.51ft - 36.71ft at Level 8040 Dead Load Pos 60.96 0.00 22.58 0.00 Reducible Storage UnRed. Roof Neg -0.05 0.00 -1.74 0.00 -1.76 % Red 55.70 0.00 0.00 136.32 49.59 Column 38 at Line 159.79ft - 53.67ft at Level low roof a Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 12.22 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 100/140 09/15105 09:12:35 6.93 12.22 Column 33 at Line 159.75ft- 53.67ftatLevel 8078 Load 0.00 o.vJ 19.16 Min Total Max Total 19.24 Min Total Max Total 7.O2 19.24 Min Total Max Total 7.02 19.24 Min Total Max Total 19.25 Reducible Storage UnRed. Roof 0.00 0.00 12.22 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Pos %Red Live Loads 0.00 0.00 0.00 Live Loads o/o Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 000 Live Loads % Red 0.00 7.02 12.22 Column 67 at Line 159.79ft - 53.67ft at Level 8O74.2 -rt 7.O20.00 Dead Load Pos 0.00 0.00 12.22 0.00 12.22 Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.O2 0.00 Column 60 at Line 159.79ft - 53.67ft at Level 8O74.1 -rt Dead Load Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 12.22 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.O2 12.22 Column 90 at Line 159.79ft - 53.67ft at Level 8074 -rf Dead Load 0.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 12.22 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.02 12.22 Column 76 at Line 159.79ft - 53.67ft at Level 8073.9 Dead Load 7.O20.00 Neg 0.00 Pos 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1011140 09115/05 09:12:35 Storage UnRed. Roof 0.00 12.22 0.00 12.22 0.00 0.00 Live Loads % Red 5.18 0.00 0.00 Live Loads % Red 5.18 0.00 0.00 Live Loads % Red 25.63 0.00 0.00 Live Loads % Red 25.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.20 Column 89 at Line 159.79ft - 53.67ft at Level 8066 0.00 7.20 19.42 Min Total Max Total 19.69 4s.76 Min Total Max Total 19.91 43.98 Min Total Max Total 28.23 54.78 Min Total Max Total Load 19.69 19.91 Pos +-DZ 0.00 19.69 0.00 24.O7 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 0.00 Column 86 at Line 159.79ft - 53.67ft at Level 8064 Dead Load Pos 4.62 0.00 19.69 0.00 Red ucible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 24.O7 0.00 Column 89 at Line 159.79ft - 53.67ft at Level 8054 Dead Load Pos 9.23 0.00 19.69 0.00 Red ucible Storage UnRed. Roof 28.23 26.56 Column 89 at Line 159.79ft - 53.67ft at Level 8052 Dead Load Pos 9.23 0.00 19.69 0.00 Red ucible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 28.45 26.56 0.00 Column 73 at Line 160.02ft - 14.79ft al Level 8066 28.45 55.00 I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 102/14o 09/'15105 09:12:35 Dead Load 22.53 22.74 Load 44.'17 Reducible Storage UnRed. Roof Pos 12.09 0.00 2.30 0.00 '10.53 Neg 0.00 0.00 -2.25 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 31.86 0.00 0.00 Live Loads % Red 31.86 0.00 0.00 Live Loads % Red 44.49 0.00 0.00 Live Loads % Red 44.49 0.00 0.00 Live Loads % Red 28.08 0.00 0.00 -2.25 Min Total Max Total 20.29 33.07 Min Total Max Total 20.49 33.27 Min Total Max Total 40.03 59.68 Min Total Max Total 40.24 59.88 Column 69 at Line 160.02ft - 14.79ft at Level 8064 Dead Load Reducible Storage UnRed. Roof Pos 12.09 0.00 2.30 0.00 't 0.53 Neg 0.00 0.00 -2.25 0.00 % Red 0.00 0.00 0.00 -2.25 Cofumn 73 atLine 16j.02ft- 14.79ftat Level 8054 Red ucible Storage UnRed. Roof Pos 24.18 0.00 2.30 0.00 Neg 0.00 0.00 -3.93 0.00 % Red 0.00 0.00 0.00 43.96 15.72 Column 74 atLine 160.02ft- '14.79ftat Level 8052 Dead Load -T 01 Red ucible Storage UnRed. Roof Pos 24.18 0.00 2.30 0.00 15.72 Neg 0.00 0.00 -J.:,J 0.00 % Red 0.00 0.00 0.00 -3.93 Column 78 at Line 164.46ft - 34.90ft at Level 8066 Dead Load Pos 10.22 0.00 3.35 0.00 Red ucible Storage UnRed. Roof Neg 0.00 0.00 -0.02 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 103/140 AghSloS A9i2:35 20.27 10.70 Cof umn 74 at Line 164.46ft- 34.90ft at Level 8064 Load Reducible Storage UnRed. Roof 20.43 10.70 Column 79 at Line 164"46ft - 34.90ft at Level 8054 Dead Load Pos 20.44 0.00 3.35 0.00 Reducible Storage UnRed. Roof 38.62 15.24 Column 79 at Line 164.46ft - 34.90ft at Level 8052 Dead Load -0.02 20.25 30.97 Min Total Max Total 20.41 31.'t 3 Min Total Max Total 38.60 53.86 Min Total Max Total 38.76 54.02 Min Total Max Total Pos 10.22 0.00 3.35 0.00 Neg 0.00 0.00 -0.02 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 28.08 0.00 0.00 -o.02 Live Loads % Red 41 .83 0.00 0.00 Neg 0.00 0.00 -o.02 0.00 % Red 0.00 0.00 0.00 -0.02 Live Loads 38.78 Red ucible Storage UnRed. Roof Pos 20.44 0.00 3.35 0.00 15.24 % Red 4't.83 0.00 0.00 Neg 0.00 0.00 -0.02 0.00 % Red 0.00 0.00 0.00 -0.o2 Column 22 at Line 169.37ft - 6.80ft at Level high roof a Dead Load Live Loads Red ucible Storage UnRed. Roof Pos 0.00 0.00 9.34 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.01 9.34 Column 36 at Line 169.95ft - 49.98ft at Level low roof a Dead Load Live Loads 0.00 6.01 15.35 Pos %Red 0.00 0.00 Neg 0-00 % Red 0.00Red ucible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1O4l14O 09/15/05 09:'12:35 0.00 16.73 0.00 16.73 at Line 169.95ft - 49.98ft at Level 8078 Storage UnRed. Roof 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0-00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.06 Column 31 Dead Load Load Load Load Red ucible Storage UnRed. Roof v.ub0.00 25.79 Min Total Max Total 25.89 Min Total Max Total o,tA 25.89 Min Total Max Total 25.89 Min Total Max Total Pos 0.00 0.00 16.73 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 o.00 9.16 16.73 Column 64 at Line 169.95ft - 49.98ft at Level 8074.2 -rf 9.160.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 16.73 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.16 16.73 Column 57 at Line 169.95ft - 49.98ft at Level 8074.1 -rf Live Loads 0.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 16.73 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.16 16.73 Column 86 at Line 169.95ft - 49.98ft at Level 8074 -rf 9.160.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 to./J 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.16 16.73 9.16 Column 64 at Line 169.95ft - 49.98ft at Level 8073.9 0.00 25.89 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 105/'140 09/15/05 09:12:35 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0-00 000 0.00 Min Total Max Total 9.37 26.10 Min Total Max Total 16.21 36.74 Min Total Max Total 16.47 37.00 Min Total Max Total 23.32 46.08 Red ucible Storage UnRed. Roof Pos 0.00 0.00 16.73 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.37 't6.73 Column 77 at Line 169.95ft - 49.98ft at Level 8066 0.00 Load Pos J-/Y 000 16.73 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 16.21 20.53 Column 73 at Line 169.95ft - 49.98ft at Level 8064 Dead Load Pos ?70 0.00 16.73 0.00 Red ucible Storage UnRed. Roof 16.47 20.53 Column B1 at Line 169.95ft - 49.98ft at Level 8054 Dead Load Pos 740 0.00 16.73 0.00 Red ucible Sto rag e UnRed. Roof 23.32 zz-Io Column 80 at Line 169.95ft - 49.98ft at Level 8052 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 20.55 0.00 0.00 % Red 20.55 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 o.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0_00 0.00 Live Loads Pos 7.59 0.00 16.73 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Load Min Total Max Total I Loads on Gravitv Columns(D RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 106/140 09/15/05 09:12:35 23.57 22.76 Column 15 at Line SN - 56' at Level low roof a Dead Load Pos 0.00 0.00 25.36 0.00 Reducible Storage UnRed. Roof Dead Load Pos 0.00 0.00 21 .18 0.00 Reducible Storage UnRed. Roof Load 0.00 23.57 46.34 Min Total Max Total 10.50 38.76 Min Total Max Total t, 4n 33.68 Min Total Max Total 14.34 40.31 Min Total Max Total 14.77 40.74 Live Loads o/o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -2.90 0.00 % Red 0.00 0.00 0.00 13.40 ?4 QA Column 43 at Line '174.28ft-20.28ftatLevel low roof a -2.90 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12.50 21.18 Column 19 at Line 177.89ft- -22.62ft at Level high roof a Live Loads 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 25.97 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 14.34 25.97 Cofumn 47 at Line 177.89ft - -22.62ft at Level low roof a Live Loads Load 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 25.97 0.00 25.97 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 14.77 0.00 Column 41 at Line '177.89ft- -22.62ft at Level 8078 Live Loads Pos A 44 % Red 12.83 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columns(D RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 107/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 32.99 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 12.83 0.00 0.00 0.00 0.00 0.00 27.78 38.35 Column 73 at Line 177.89ft- -22.62ft at Level 8O74.2 -fi 0.00 27.78 66.13 Min Total Max Total 27.78 66.13 Min Total Max Total 27.78 oo. tJ Min Total Max Total 27.79 66.14 Min Total Max Total Load Pos 6.15 0.00 32.99 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 27.78 38.35 Column 67 at Line 177.89ft- -22.62ft at Level 8074.1 -i 0.00 Dead Load Live Loads % Red 12.83 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 6.15 0.00 32.99 0.00 Neg 0.00 0.00 0.00 0.00 27.78 38.35 Column 96 at Line 177.89ft- -22.62ft at Level 8074 -rf Live Loads Load 0.00 Reducible Storage UnRed. Roof Pos 6.15 0.00 32.99 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 12.83 0.00 0.00 Live Loads % Red 12.83 0.00 0.00 27.79 38.35 Column 84 at Line 177.85ft- -22.62ft at Level 8073.9 Dead Load 0.00 Reducible Storage UnRed. Roof Pos 6.15 0.00 32.99 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 28.05 38.35 0.00 Column 94 at Line 177.89ft - -22.62ft at Level 8066 28.05 66.40 I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page '108/140 09/15/05 09:12:35 Dead Load Live Loads % Red 31.04 0.00 0.00 Live Loads % Red 31.04 0.00 0.00 Min Total Max Total 41.05 89.52 Min Total Max Total 4't.38 89.85 Min Total Max Total 54.38 112.60 Min Total Max Total 54.71 112.94 Red ucible Storage UnRed. Roof Pos 12.30 0.00 39.9S 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 41 .05 48.47 Column 91 at Line 177 .89ft - -22.62ft at Level 8064 Dead Load 0.00 Red ucible Storage UnRed. Roof Pos 12.30 0.00 39.99 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 41.38 48.47 Column 94 at Line 177.89ft - -22.62ft at Level 8054 Dead Load 0.00 Red ucible Storage UnRed. Roof Pos 18.45 0.00 46.99 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 20 ll 0.00 0.00 Live Loads % Red 39.11 0.00 0.00 54.38 58.23 Column 97 at Line 177 .89ft - -22.62ft at Level 8052 0.00 Load Pos 18.45 0.00 46.99 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 54.71 58.23 Column 4 at Line SOA - 565' at Level high roof a Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 21.O2 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.51 0.00 o/o Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 109/140 09/15lOS 09:12:35 12.66 21.02 Column 32 at Line SOA - 565'at Level low roof a Dead Load -0.51 12.15 33.68 Min Total Max Total 12.43 33.96 Min Total Max Total 16.56 r+o. oJ Min Total Max Total 16.99 47.07 Min Total Max Total 30.45 73.38 Live Loads Pos %Red Neg 0.00 0.00 -0.51 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 0.00 0.00 0.00 0.00 12.94 21.02 Column 20 at Line 191 .83ft - -27 .69ft at Level high roof a Dead Load Live Loads Pos 0.00 0.00 30.07 0.00 21,42 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Pos 5.96 0.00 37.77 0.00 Live Loads % Red 13.55 0.00 0.00 Pos %Red 5.96 13.55 -0.51 Red ucible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 16.56 30.07 Column 46 at Line '19'1 .83ft - -27.69ft at Level low roof a Dead Load Live Loads Pos 0.00 0.00 30.07 0.00 0.00 Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 16.99 30.07 Column 40 at Line 191 .83ft - -27 .69ft at Level 8078 0.00 Dead Load Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 30.45 42.92 Column 74 at Line 191.83ft - -27.69ft at Level 8074.2 -tf Dead Load Live Loads 0.00 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1101140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 37.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 % Red 13.55 0.00 0.00 % Red 13.55 0.00 0.00 Live Loads % Red.lc 44 0.00 0.00 30.46 42.92 Column 68 at Line 191.83ft - -27.69ft at Level 8074.1 -fi Dead Load Live Loads 0.00 30.46 73.38 Min Total Max Total 30.46 73.38 Min Total Max Total 30.46 73.38 Min Total Max Total 30.73 73.65 Min Total Max Total 44.'t8 Red ucible Storage UnRed. Roof PosqoA 0.00 37.77 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 30.46 42.92 Column 97 at Line 191.83ft - -27.69ft at Level 8074 -rt Live Loads Load 0.00 Reducible Storage UnRed. Roof Pos 5.96 0.00 37.77 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 30.46 42.92 Column 83 at Line 191 .83ft - -27 .69ft at Level 8073.9 0.00 Load Pos(oA 0.00 37.77 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 30.73 42.52 Column 95 at Line 191.83ft - -27.69ft at Level 8066 Dead Load 0.00 Red ucible Storage UnRed. Roof Pos 11-52 0.00 45.44 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 3't.54 0.00 0.00 44.18 53.60 0.00 Column 92 at Line 'l91 .83ft - -27 .69ft at Level 8064 97.78 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1111140 09/'15105 09:12:35 Dead Load Live Loads % Red 31.54 0.00 0.00 Live Loads % Red 39.52 0.00 0.00 Min Total Max Total 44.52 98.11 Min Total Max Total 57.97 121.89 Min Total Max Total 6q ,ln 122.22 Min Total Max Total 2.70 40.45 Reducible Storage UnRed. Roof Pos 11.92 0.00 45.44 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 44.52 53.60 Column 95 at Line 191.83ft - -27 .69ft at Level 8054 0.00 Load Pos 17.87 0.00 53.11 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 57.97 bJ.VZ Column 96 at Line 191.83ft - -27.69ft at Level 8052 0.00 Dead Load Live Loads % Red ao 4t 0.00 0.00 Live Loads o/o Red 0.00 0.00 0.00 Live Loads Reducible Storage UnRed. Roof Pos 17.87 0.00 53.11 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.o0 58.30 OJ.YZ Column 6 at Line SOE - 565' at Level high roof a Dead Load Pos 0.00 0.00 28.90 0.00 Reducible Storage UnRed. Roof 0.00 Neg 0.00 0.00 -8.84 0.00 % Red 0.00 0.00 0.00 11.55 28.90 Column 21 at Line SOE - 565'at Level low roof a Reducible Storage UnRed. Roof -8.84 Pos 0.00 0.00 28.90 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -8.84 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total I Loads on Gravitv ColumnL RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1121140 09/15i05 09:12:35 11.98 28.90 -8.84 40.88 Min Total Max Total 29.89 86.47 Min Total Max Total 29.90 86.47 Min Total Max Total 29.90 86.48 Min Total Max Total 29.90 86.48 3.13 Column 17 at Line SOE - 565'at Level 8078 Dead Load Live Loads % Red 34.41 0.00 0.00 Reducible Storage UnRed. Roof Pos 14.71 0.00 36.16 0.00 Neg 0.00 0.00 -10.78 0.00 -10.78 % Red 0.00 0.00 0.00 40.67 45.80 Column 17 at Line SOE - 565'at Level 8074.2 -rt Load Reducible Storage UnRed. Roof Pos 't4.7'l 0.00 36.16 0.00 Neg 0.00 0.00 -10.78 0.00 -10.78 % Red 0.00 0.00 0.00 Live Loads % Red 34.41 0.00 0.00 40.67 45.80 Column '17 at Line SOE - 565'at Level 8074.1 -rt Dead Load Pos 14.71 0.00 36.16 0.00 Reducible Storage UnRed. Roof 40.68 45.80 Column 17 at Line SOE - 565' at Level 8074 -rt Dead Load Pos 14.7'l 0.00 36.16 0.00 Red ucible Storage UnRed. Roof 40.68 45.80 Pos '14.71 Live Loads % Red 34,41 0.00 0.00 Live Loads % Red 34.4'l 0.00 0.00 Live Loads % Red 34.41 Neg 0.00 0.00 -10.78 0.00 -1o.?B % Red 0.00 0.00 0.00 Neg 0.00 0.00 -10.78 0.00 -10?s % Red 0.00 0.00 0.00 O Column 17 at Line SOE - 565'at Level 8073.9 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on GravilyColumnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1131140 09/15/05 09:12:35 40.94 Column 20 at Line SOE - 565' at Level 8066 Dead Load Storage UnRed. Roof 0.00 36.16 0.00 0.00 0.00 % Red 46.30 0.00 0.00 % Red 51.56 0.00 0.00 % Red 51.56 0.00 0.00 0.00 -10.78 0.00 0.00 0.00 45.80 - 10.78 30.16 86.74 Min Total Max Total 52.59 1 17.06 Min Total Max Total 52.92 117.39 Min Total Max Total 75.34 147.13 Min Total Max Total Live Loads 65.11 Reducible Storage UnRed. Roof Pos 29.41 0,00 36.16 0.00 Neg 0.00 0.00 -12.52 0.00 -12.52 % Red 0.00 0.00 0.00 51.95 Column 20 at Line SOE - 565'at Level 8064 Dead Load Live Loads % Red 46.30 0.00 0.00 Live Loads Reducible Storage UnRed. Roof Pos 29.41 0.00 36.'16 0.00 51.95 Neg 0.00 0.00 -12.52 0.00 % Red 0.00 0.00 0.00 -'t2.5265.44 Column 20 at Line SOE - 565'at Level 8054 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof 89.94 Pos 44.11 0.00 36.16 0.00 Neg 0.00 0.00 -14.27 0.00 % Red 0.00 0.00 0.00 89.61 Column 20 at Line SOE - 565'at Level 8052 Dead Load 57.52 -14.27 Live Loads Pos 44.11 0.00 36.16 0.00 Neg 0.00 0.00 -14.27 0.00 % Red 0.00 0.00 0.00 57.52 Column I at Line SOZ - S7.5 at Level 8042 -14.27 75.67 147.46 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1141140 09/15/05 09:12:35 Load Reducible Storage UnRed. Roof 162.15 Column I at Line SOZ - S7.5 at Level 8040 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Pos 73.73 0.00 45.57 0.00 Neg 0.00 0.00 -11.23 0.00 -11.23 % Red 0.00 0.00 0.00 Live Loads % Red 57.14 0.00 0.00 Min Total Max Total 150.92 239.31 Min Total Max Total 151.4s 239.84 Min Total Max Total 22.O2 Min Total Max Total 22.26 77.17 Pos 73.73 0.00 45.57 0.00 Live Loads % Red 57.',t4 0.00 0.00 Neg 0.00 0.00 -11.23 0.00 % Red 0.00 0.00 0.00 162.68 77.'t7 Column 8 at Line '197.80ft - 22.77ft at Level high roof a Dead Load -11.23 Pos 0.00 0.00 13.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 8.65 13.38 Column 23 at Line 197.80ft - 22.77ft at Level low roof a Live Loads Load 8.650.00 8.88 13.38 Column 19 at Line 197.80ft - 22.77ft at Level 8078 Dead Load Pos AAO 0.00 13.38 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 13.38 0.00 % Red 0.00 0.00 0.00 % Red 16.15 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.880.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc, DataBase: WESTHAVEN Building Code: IBC Page 115/140 09/15/05 09:12:35 20.75 18.98 Column 19 at Line 197.80ft - 22.77ftat Level 8074.2 -rf 0.00 20.75 JY.'J Min Total Max Total 20.75 39.73 Min Total Max Total 20.75 39.73 Min Total Max Total 20.75 JJ- t t+ Min Total Max Total 20.89 39.88 Load Pos 6.69 0.00 13.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Live Loads % Red 'l6.15 0.00 0.00 % Red 16.15 0.00 0.00 Live Loads % Red 16.15 0.00 0.00 Live Loads % Red 16.15 0.00 0.00 Live Loads % Red 33.39 20.75 18.98 Column 19 atLine 197.80ft- 22.77ftat Level 8074.1 -rf Live Loads Load 0.00 Reducible Storage UnRed. Roof Pos 6.6S 0.00 13.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 20.75 't 8.98 Column 19 at Line 197.80ft - 22.77ftat Level 8074 -rf 0.00 Load Pos 6.69 0.00 't 3.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 20.75 18.98 Column 19 at Line 197.80ft - 22.77ftat Level 8073.9 0.00 Load Pos 6.69 0.00 13.38 0.00 18-98 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 20.89 0.00 Column 22 atLine 197.80ft- 22.77ftat Level 8066 Pos 4e 2R Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1161140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 13.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 33.39 0.00 0.00 Live Loads % Red 41.02 0.00 0.00 Live Loads % Red 41.02 0.00 0.00 % Red 0.00 0.00 0.00 32.73 22.29 Column 22atLine 197.80ft- 22.77ftat Level 8064 Load Red ucible Storage UnRed. Roof 32.91 Column 22 at Line 197.80ft - 22.77ft at Level 8054 Load Reducible Storage UnRed. Roof 44.74 Column 22 atLine'197.80ft - 22.77ft at Level 8052 Dead Load Pos 20.07 0.00 13.38 0.00 Reducible Storage UnRed. Roof 0.00 32.73 55.01 Min Total Max Total 32.91 55.19 Min Total Max Total 44.74 69.95 Min Total Max Total 44.92 70.13 Min Total Max Total Pos 13.38 0.00 13.38 0.00 2L2€ Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Pos 20.07 0.00 13.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 44.92 25.21 Column 9 at Line 199.92ft - -30.63ft at Level high roof a Dead Load Live Loads 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 7.75 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.86 7.75 4.860.00 Column 24 atLine 199.92ft - -30.63ft at Level low roof a 't2.61 I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1171140 09/15/05 09:12:35 Dead Load 12.O7 + - Live Loads - +Min Total Max Total Reducible Storage UnRed. Roof %Red Neg0.00 0.000.00 0.00_- 0.000.00 0.00 Pos 0.00 0.00 7.75 0.00 % Red 0.00 0.00 0.00 5.01 7.75 Column 39 at Line 199.92ft - -30.63ft at Level 8078 Dead Load 0.00 5.0'1 12.76 Min Total Max Total 12.06 23.65 Min Total Max Total '12.06 zJ.oc Min Total Max Total 12.07 23.65 Reducible Storage UnRed. Roof Pos 1C',l 0.00 7.75 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 12.06 1 1.59 Column 72 arLine 199.92ft - -30.63ft at Level 8074.2 -rt Dead Load Live Loads 0.00 Red ucible Storage UnRed. Roof Pos EA? 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12.06 11.59 Column 66 at Line 199.92ft - -30.63ft at Level 8074.1 -tf Dead Load Live Loads 0.00 Red ucible Storage UnRed. Roof Pos 3.83 0.00 7.75 0.00 1 1.59 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 95 at Line 199.92ft - -30.63ft at Level 8074 -rf Red ucible Storage UnRed. Roof Pos 3.83 0.00 7.75 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 Load Min Total Max Total ! Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1181140 09/15/05 09:12:35 12.07 11.59 Column 82 at Line 199.92ft - -30.63ft at Level 8073.9 Dead Load 0.00 12.07 23.66 Min Total Max Total 't2.16 23.75 Min Total Max Total 19.19 33.0'l Min Total Max Total 19.30 JJ. IJ Min Total Max Total 26.33 42.05 Reducible Storage UnRed. Roof Pos 3.83 0.00 7.75 0.00 11.59 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 20.83 0.00 0.00 Live Loads % Red 20.83 0.00 0.00 Live Loads % Red 30.77 0.00 0.00 Live Loads % Red 30.77 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 't2.16 19.19 ZO.JJ Pos 7.67 0.00 7.76 0.00 .IQ Q2 Neg 0.00 0.00 0.00 0.00 7o Red o.00 0.00 0.00 0.00 Column 93 at Line 199.92f1 - -30.63ft at Level 8066 Dead Load Reducible Storage UnRed. Roof 0.00 Column 90 at Line 199.92ft - -30.63ft at Level 8064 Dead Load Red ucible Storage UnRed. Roof Pos 7.67 0.00 7.76 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 19.30 13.83 Column 93 at Line 199.92ft - -30.63ft at Level 8054 Dead Load 0.00 Reducible Storage UnRed. Roof Pos 11.50 0.00 7.76 0.00 15.72 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 95 at Line 199.92ft - -30.63ft at Level 8052 Pos 11.50 Neg 0.00 % Red 0.00 Load Red ucible Min Total Max Total I Loads on Gravitv Column{D RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1191140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 0.00 Live Loads % Red 54.15 0.00 0.00 0.00 7.76 0.00 0.00 0.00 0.00 0.00 0.00 26.45 15.72 Column 10 at Line 204j4ft-20.46ftat Level 8042 Load Red ucible Storage UnRed. Roof 143.O1 53.06 Cofumn 10 at Line 2j4.14ft-20.46ftat Level 8040 Load Reducible Storage UnRed. Roof 143.46 53.06 Column 10 at Line SOI - 565' at Level high roof a Dead Load Pos 0.00 0.00 38.49 0.00 Red ucible Storage UnRed. Roof 24.24 38.49 Column 25 at Line SOI - 565'at Level low roof a Dead Load Pos 0.00 0.00 38.49 0.00 Reducible Storage UnRed. Roof 24.57 38.49 0.00 26.45 42.17 Min Total Max Total 't40.51 196.08 Min Total Max Total Pos 58.28 0.00 26.34 0.00 Neg 0.00 0.00 -2.51 0.00 -2.51 % Red 0.00 0.00 0.00 Pos 58.28 0.00 26.34 0.00 Live Loads % Red 54.15 0.00 0.00 Neg 0.00 0.00 -2.51 0.00 -2.51 % Red 0.00 0.00 0.00 140.95 196.52 Live Loads Min Total Max Total 23.55 62.73 Min Total Max Total % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.69 0.00 % Red 0.00 0.00 0.00 -0.69 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.69 0.00 % Red 0.00 0.00 0.00 Column 20 at Line SOI - 565' at Level 8078 -0.69 23.88 63.06 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1201140 09/15/05 09:12:35 Dead Load + - Live Loads - +Min Total Max Total Reducible Storage UnRed. Roof Pos 9.54 0.00 38.49 0.00 %Red Neg26.44 0.000.00 0.00 - -1.060.00 0.00 -1.06 % Red 0.00 0.00 0.00 41.75 45.51 Column 20 at Line SOI - 565' at Level 8O74.2 -rt Dead Load Pos 9.54 0.00 38.49 0.00 Reducible Sto rag e UnRed. Roof 41.75 45.51 Column 20 at Line SOI - 565'at Level 8O74.1 -rt Dead Load Pos 9.54 0.00 38.49 0.00 Reducible Storage UnRed. Roof 41.75 45.51 Column 20 at Line SOI - 565' at Level 8O74 -rt Dead Load Pos 9.54 0.00 38.49 0.00 Reducible Storage UnRed. Roof 41.75 45.51 Column 20 at Line SOI - 565'at Level 8073.9 Dead Load Pos 9.54 0.00 38.49 0.00 Red ucible Storage UnRed. Roof Live Loads % Red 26.44 0.00 0.00 Neg 0.00 0.00 -1.06 0.00 -'1 .06 % Red 0.00 0.00 o.00 40.69 87 -26 Min Total Max Total 40.69 87.26 Min Total Max Total 40.69 87.26 Min Total Max Total 40.69 87.27 Live Loads % Red 26.44 0.00 0.00 Neg 0.00 0.00 -1.06 0.00 o/o Red 0.00 0.00 0.00 -1.06 Live Loads % Red 26.44 0.00 0.00 % Red 26.44 0.00 0.00 Neg 0.00 0.00 -1.06 0.00 % Red 0.00 0.00 0.00 -1.06 Live Loads Neg 0.00 0.00 -'1.06 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 1| Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 121114O 09/15/05 09:12:35 41.96 Column 23 at Line SOI - 565' at Level 8066 Dead Load Red ucible Storage UnRed. Roof 59.07 Column 23 at Line SOI - 565'at Level 8064 Dead Load Red ucible Storage UnRed. Roof 59.32 Column 23 at Line SOI - 565' at Level 8054 Dead Load Red ucible Storage UnRed. Roof 76.43 Column 23 at Line SOI - 565' at Level 8052 Dead Load Reducible Storage UnRed. Roof 45.51 -1.06 40.90 87.47 Min Total Max Total 57.63 108.89 Min Total Max Total 57.89 109.14 Min Total Max Total 74.63 130.11 Min Total Max Total 74.88 130.37 Pos 19.09 0.00 38.49 0.00 Neg 0.00 0.00 -1.43 0.00 -1.43 % Red 0.00 0.00 0.00 49.82 Live Loads % Red 40.67 0.00 0.00 Live Loads % Red 40.67 0.00 0.00 Pos 19.09 0.00 38.49 0.00 Neg 0.00 0.00 -1.43 0.00 % Red 0.00 0.00 0.00 49.82 Live Loads Pos %Red28.64 46.970.00 0.00 38.490.00 0.00 53.68 Live Loads -1.43 Neg 0.00 0.00 -1.81 0.00 -'l.81 % Red 0.00 0.00 0.00 Pos 28.64 0.00 38.49 0.00 % Red 46.97 0.00 0.00 Neg 0.00 0.00 -1.81 0.00 -1.81 % Red 0.00 0.00 0.00 76.69 53.68 Column 18 at Line SP - S10'at Level high roof a Live Loads Pos % Red 0.00 0.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1221140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 3.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 1.95 3-12 Column 39 at Line SP - S10'at Level low roof a Dead Load Pos 0.00 0.00 3.12 0.00 Red ucible Storage UnRed. Roof '1.950.00 c.u / Min Total Max Total Min Total Max Total 9.07 Min Total Max Total 4.58 9.07 Min Total Max Total Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.O3 3.12 Column 34 at Line SP - S10'at Level 8078 Oead Load 5.15Z.UJ0.00 Red ucible Storage UnRed. Roof Pos 1.37 0.00 3.12 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 4.58 4.49 Column 68 at Line SP - 510'at Level 8074.2 -r't Dead Load Pos 'l 2.'7 0.00 3.12 0.00 Red ucible Storage UnRed. Roof 4.58 4.49 Column 61 at Line SP - 510'at Level 8074.1 -rt Dead Load Pos 1.37 0.00 3-12 0.00 Red ucible Storage UnRed. Roof 4.58 4.49 4.580.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.580.00 Column 91 at Line SP - 510'at Level 8074 -rt 9.07 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1231140 09/15/05 09:12:35 Load Pos 1.37 0.00 3.12 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 9.07 Min Total Max Total Min Total Max Total 13.03 Min Total Max Total 7.23 13.09 Red ucible Storage UnRed. Roof 4.58 Column 77 at Line SP Dead + Load 4.49 - 510'at Level 8073.9 4.580.00 Reducible Storage UnRed. Roof 4.63 Column 90 at Line SP - S10'at Level 8066 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Pos 1.37 0.00 3.12 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.124.630.004.49 Pos 2.74 0.00 3.12 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 7.17 5.86 Column 87 at Line SP - S10'at Level 8064 Dead Load Pos 2.74 0.00 3.12 0.00 Reducible Storage UnRed. Roof 7.23 5.86 Column 90 at Line SP - S10'at Level 8054 Dead + 7.170.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 1.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Pos 4.1'l 0.00 3.12 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1241140 09/15i05 09:12:35 9.77 7.15 Column 90 at Line SP - 510'at Level 8052 Dead Load 0.00 s.77 16.96 Min Total Max Total 9.83 't7.02 Min Total Max Total 9.49 Min Total Max Total Min Total Max Total 15.13 Reducible Storage UnRed. Roof 7.19 at Line SQ - S10'at Level high roof a Live Loads Pos %Red4.11 1.000.00 0.00 3.120.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.83 Column 11 Dead Load Load Reducible Storage UnRed. Roof 0.00 Pos 0.00 0.00 5.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 aoA 5.54 Column 26 at Line SQ - S10' at Level low roof a 0.00 3.96 Reducible Storage UnRed. Roof Pos 0.00 0.00 5.54 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.00 5.54 Column 21 at Line SQ - 510' at Level 8078 Dead Load Pos 1.95 0.00 5.54 0.00 Reducible Storage UnRed. Roof 7.65 7.48 Column 21 at Line SQ - S10' at Level 8O74.2 -rt Pos 1.95 9.544.000.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7A^0.00 Live Loads % Red 0.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 125/140 09/15/05 09:12:35 Storage UnRed. Roof 7.65 7.48 Cofumn 21 at Line SQ - S10'at Level 8074.1 -f Load 0.00 5.54 0.00 0.00 000 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.650.00 4q 1e Min Total Max Total 15.13 Min Total Max Total 15.14 Min Total Max Total 7.74 15.23 Min Total Max Total Reducible Storage UnRed. Roof Pos 1.95 0.00 5.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.65 7.48 0.00 Column 21 at Line SQ - 510'at Level 8074 -fi Dead Load Red ucible Storage UnRed. Roof Pos 404 0.00 5.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.65 7.48 7.650.00 Column 21 at Line SQ - S10'at Level 8073.9 Load Reducible Storage UnRed. Roof Pos 1.95 0.00 5.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.74 7.48 Column 24 atLine SQ - S10'at Level 8066 Dead Load 0.00 Reducible Storage UnRed. Roof Pos 3.89 0.00 5.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 11.37 9.43 Column 24 at Line SQ - S10'at Level 8064 0.00 11.37 20.80 I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '126/140 09/15/05 09:12:35 Live Loads - +Min Total % Red Neg 0.00 0.00 0.00 0.00 - 0.000.00 0.00 Max Total 11.48 20.91 Min Total Max Total 15.11 25.73 Min Total Max Total 15.22 25.84 Min Total Max Total 8.19 22.50 Load Reducible Storage UnRed. Roof 11.48 Column 24 atLine SQ - S10' at Level 8054 Dead + Pos 3.89 0.00 5.54 0.00 % Red 0.00 0.00 0.00 0.009.43 Reducible Storage UnRed. Roof 4R 41 Column 24 at Line SQ - 510' at Level 8052 Dead + Red ucible Storage UnRed. Roof Load Reducible Storage UnRed. Roof Reducible Sto rag e UnRed. Roof Pos 5.84 0.00 5.54 0.00 10.62 Live Loads % Red 12.94 0.00 0.00 Live Loads % Red 12.94 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Pos 5.84 0.00 5.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 15-22 10.62 Column '12 at Line 210.48ft- 18.1sft at Level high roof a Live Loads 0.00 Pos 0.00 0.00 13.85 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 8.65 13.85 Column 27 at Line 210.48ft- 18.1sft at Level low roof a Dead Load Live Loads -0.46 Pos 0.00 0.00 13.85 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1271140 49115rc5 09:12:35 8.92 13.85 Column 22 atLine 210.48ft - 18.15ft at Level 8078 Load Red ucible Storage UnRed. Roof Dead Load Pos 6.25 0.00 13.85 0.00 Red ucible Storage UnRed. Roof -0.46 22.77 Min Total Max Total 19.94 39.56 Min Total Max Total 19.94 Min Total Max Total 19.95 39.57 Min Total Max Total 19.95 39.57 8.46 Pos 6.25 0.00 13.85 0.00 Live Loads % Red 15.01 0.00 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 20.40 19.'t 6 Column 22 atLine210.48ft- 18.15ft at Level 8074.2 -rt -0.46 Live Loads % Red 15.01 0.00 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 20.40 19.16 Column 22 atLine210.48ft- 18.15ft at Level 8074.1 -rf Live Loads Load -0.46 20.40 Red ucible Storage UnRed. Roof Pos 6.25 0.00 13.85 0.00 19.16 % Red 15.01 0.00 0.00 % Red 't5.01 0.00 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 -0.46 Column 22 alLine210.48ft - 18.15ft at Level 8074 -fi Dead Load Live Loads Red ucible Storage UnRed. Roof Pos 6.25 0.00 13.85 0.00 19.16 Neg 0.00 0.00 -0.46 0.00 %Red 0.00 0.00 0.00 -0.46 Column 22 alLine210.48ft - 18.15ft at Level 8073.9 20.41 Live Loads Pos %Red6.25 15.01 Neg 0.00 % Red 0.00 Load Red ucible Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 128/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 13.85 0.00 0.00 -0.46 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 32.58 0.00 0.00 20.57 19.16 Column 25 at Line 21O.48ft - 18.1sft at Level 8066 Dead Load Pos 12.50 0.00 13.85 0.00 Reducible Storage UnRed. Roof 32.O'l 22.28 Column 25 at Line 210.48ft- 18.1Sft at Level 8064 Dead Load Pos 12.50 0.00 13.85 0.00 Reducible Storage UnRed. Roof 32.22 22.28 Column 25 at Line 210.48ft-'18.15ft at Level 8054 Dead Load Pos 18.76 0.00 13.85 0.00 Reducible Storage UnRed. Roof 43.66 25.03 Column 25 at Line 21j.48ft - 18.'1sft at Level 8052 Dead Load Pos 18.76 0.00 13.85 0.00 Reducible Storage UnRed. Roof 43.47 25.03 -0.46 20.11 39.73 Min Total Max Total 54.29 Min Total Max Total 31.76 54.50 Min Total Max Total 43.21 68.70 Min Total Max Total Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 -0.46 Live Loads % Red 32.58 0.00 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 -0.46 Live Loads % Red 40.36 0.00 0.00 Live Loads % Red 40.36 0.00 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 -0.46 Neg 0.00 0.00 -u.!+o 0.00 % Red 0.00 0.00 0.00 Column 32 at Line SOK - 565' at Level 8078 -0.46 43.41 68.90 I Loads on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1291140 09/15/05 09:12:35 Dead Load Live Loads % Red 17.3'l 0.00 0.00 Live Loads % Red 17.31 0.00 0.00 Live Loads % Red 17.31 0.00 0.00 Live Loads % Red 't7.31 0.00 0.00 Live Loads % Red 17.31 0.00 0.00 Min Total Max Total 12.16 't7.75 Min Total Max Total Red ucible Storage UnRed. Roof Pos 6.76 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12.16 5.59 Column 66 at Line SOK - 565'at Level 8O74.2 -rt Dead Load 0.00 Reducible Storage UnRed. Roof Pos rr-lo 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12-16 5.59 Column 59 at Line SOK - 565' at Level 8074j -fi Dead Load 0.00 12.16 17.75 Reducible Storage UnRed. Roof Pos 6.76 0.00 0.00 0.00 Neg 0.00 0.00 o.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 12.17 17.76 Min Total Max Total 12.17 IT.IO 12.17 5.59 Column 88 at Line SOK - 565' at Level 8074 -rt Dead Load 0.00 Reducible Storage UnRed. Roof Red ucible Storage UnRed. Roof Pos 6.76 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0-00 12.17 5.59 Column 67 at Line SOK - 565'at Level 8073.9 Dead + - 0.00 Pos 6.76 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 130/140 09/15/05 09:12:35 12.28 Column 80 at Line SOK - 565' at Level 8066 Dead 0.00 't2.28 17.87 Min Total Max Total 24.42 33.31 Min Total Max Total 24.56 33.45 Min Total Max Total 36.69 48.52 Min Total Max Total 36.83 48.66 Live Loads Load Red ucible Storage UnRed. Roof 24.42 Column 76 at Line SOK - 565' at Level Pos 13.52 0.00 0.00 0.00 8.90 8064 % Red 34.21 0.00 0.00 % Red 34.21 0.00 0.00 % Red 41.69 0.00 0.00 % Red 41.69 0.00 0.00 o/o Red 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Dead Load Live Loads Red ucible Storage UnRed. Roof 24.56 Column 82 at Line SOK - 565' at Level 8054 Dead Load Pos 13.52 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.90 0.00 Live Loads Reducible Storage UnRed. Roof Pos 20.28 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 36.69 11.83 0.00 Column 82 at Line SOK - 565' at Level 8052 Dead Load Live Loads Red ucible Storage UnRed. Roof Pos 20.28 0.00 0.00 0.00 1't.83 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 36.83 0.00 Column 13 at Line 218.24ft- -10.99ft at Level high roof a Dead Live Loads Pos 0.00 Neg 0.00 o/o Red 0.00 Load Red ucible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1311140 09i15/05 09:12:35 Storage UnRed. Roof 0.00 5.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 3.67 4EO Column 28 at Line 218.24ft- -10.99ft at Level low roof a 3.670.00 9.25 Min Total Max Total 3.78 Min Total Max Total tt.vo 17.36 Min Total Max Total 17.36 Min Total Max Total Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 5.59 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1'1F.5-59 Column 23 at Line 218.24ft- -10.99ft at Level 8078 a 2.'70.00 Load Pos 2.81 0.00 5.59 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 0.008.408.96 Column 23 at Line 218.24ft- -10.99ft at Level 8074.2 -rt Load Pos 2.81 0.00 5.59 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 8.96 8.40 Column 23 at Line 218.24ft- -10.99ft at Level 8074.1 -tt Dead Load Live Loads 0.00 RqA Reducible Storage UnRed. Roof Pos 2.81 0.00 E4q 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 7o Red 0.00 0.00 0.00 8.96 8.40 8.960.00 Column 23 atLine218.24ft- -10.99ftat Level 8074-rt 17.36 1| Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 1321140 09/15/05 09:12:35 Load Load Load 14.29 Pos 2.81 0.00 440 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Live Loads % Red 0.00 0.00 0.00 Live Loads %Red 0.00 0.o0 0.00 Min Total Max Total 8.97 t/..10 Min Total Max Total 17.43 Min Total Max Total 14.20 24.75 Min Total Max Total 14.29 24.84 8.97 8.40 Column 23 atLine218.24ft - -10.99ft at Level 8073.9 0.00 Red ucible Storage UnRed. Roof Pos 2.81 0.00 s.59 0.00 Neg 0.00 0.00 0.00 0.00 loRed 0.00 0.00 0.00 9.03 8.40 Column 26 at Line 218.24ft - -10.99ft at Level 8066 Dead Load 9.030.00 Reducible Storage UnRed. Roof Pos 5.62 0.00 J-3V 0.00 Live Loads % Red 11,74 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 14.20 10.55 Cofumn 26 at Line 218.24ft - -10.99ft at Level 8064 0.00 Live Loads Red ucible Storage UnRed. Roof Pos 5.62 0.00 5.59 0.00 10.55 7o Red 11.74 0.00 0.00 % Red 23.s5 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 26 at Line 218.24ft - -10.99ft at Level 8054 Dead Load Live Loads Red ucible Storage UnRed. Roof Pos 8.43 0.00 AAO 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 000 Min Total Max Total I Loads on Gravitv Golumnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 133/140 09/15/05 09:12:35 19.45 12.05 Column 26 at Line 2'18.24ft - -10.99ft at Level 8052 0.00 19.45 31.50 Min Total Max Total 19.54 31.59 Min Total Max Total Min Total Max Total 7.28 Min Total Max Total 4.02 Dead Load Live Loads Live Loads % Red 0.00 0.00 0.00 Live Loads Red ucible Storage UnRed. Roof 19.54 Column 14 at Line SP - 55' at Level high roof a Pos %Red8.43 23.350.00 0.00 5.590.00 0.00 12.05 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Load Pos 0.00 0.00 4.34 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 2.83 4.34 Column 29 at Line SP - 55' at Level low roof a Dead Load Pos 0.00 0.00 zl-J4t 0.00 Red ucible Storage UnRed. Roof 0.00 2.83 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.94 4.34 Column 24 at Line SP - 55' at Level 8078 Dead Load 2.940.00 Red ucible Storage UnRed. Roof Pos 0.57 0.00 4.34 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.O2 Column 24 atLine SP - 55' at Level 8O74.2 -rt Dead Load 4.91 e o't0.00 Pos % Redo.57 0.00 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1341140 09/15/05 09:12:35 Storage UnRed. Roof Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof 5.17 0.00 4.34 0.00 Pos n R'f 0.00 4.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.91 Column 24 atLine SP - 55'at Level 8074.1 -rf Dead +- Live Loads 0.004.03 4.03 8.93 Min Total Max Total Min Total Max Total Min Total Max Total Min Total Max Total o/o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.03 4.9',1 Column 24 atLine SP - 55'at Level 8074 -tt Dead Load Pos 0.57 0.00 4.34 0.00 Reducible Storage UnRed. Roof 4.03 4.91 Column 24 atLine SP - 55' at Level 8073.9 Dead Load eoe4.030.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.934-O30.00 Pos u.5 | 0.00 4.34 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.10 4.91 Column 27 at Line SP - 55' at Level 8066 Dead Load 9.004.100.00 Pos 1.13 0.00 4.34 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Column 27 at Line SP - 55'at Level 8064 5.47 0.00 5.17 10.64 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 135/140 09/15/05 09:12:35 + - Live Loads - +Min Total Max Total Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof 6.32 Column 27 atLine SP - 55'at Level 8052 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Pos 1.13 0.00 4.34 0.00 %Red Neg0.00 0.000.00 0.00-- 0.000.00 0.00 % Red 0.00 0.00 0.00 5.25 5.47 Column 27 atLine SP - 55'at Level 8054 Dead Load 0.00 5.25 10.73 Min Total Max Total 12-36 Min Total Max Total 12.45 Min Total Max Total Pos 1.70 0.00 4.34 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0_00 Live Loads % Red 0.00 0.00 0.00 Live Loads 7o Red 0.00 0.00 0.00 % Red 0.00 0.00 o.00 Live Loads % Red 0.00 0.00 0.00 6.326.04 0.00 Pos 1.70 0.00 4.34 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 6.41 6.04 Column 15 at Line SQ - 55'at Level hlgh roof a Dead +- LiveLoads 6.4'l0.00 Pos 0.00 0.00 t Aa. 0.00 Neg 0.00 0.00 0.00 0.00 %Red 0.00 0.00 o.o0 1.80 2.83 Column 30 at Line SQ - 55'at Level low roof a Dead Load Pos 0.00 0.00 2.83 0.00 Reducible Storage UnRed. Roof 0.00 4.631.80 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 1) Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 136/140 09/15i05 09:12:35 1.83 2.83 Column 25 at Line SQ - 55' at Level 8078 Dead Load 1.830.00 4.66 Min Total Max Total Min Total Max Total Min Total Max Total Min Total Max Total Red ucible Storage UnRed. Roof Pos 0.86 0.00 2.83 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 ??q 3.69 Column 25 at Line SQ - 55' at Level 8074.2 -tf Dead Load Pos 0.86 0.00 2.83 0.00 Reducible Storage UnRed. Roof 7.O9eao0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.40 3.69 Column 25 at Line SQ - 55'at Level 8074i -rt Dead Load Pos 0.86 0.00 2.83 0.00 Reducible Storage UnRed. Roof 3.40 3.69 Column 25 at Line SQ - 55'at Level 8074 -rt Load 7.093.400.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.093.400.00 Reducible Storage UnRed. Roof Pos 0.86 0.00 2.83 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.40 7nq3.400.003.69 O Column 25 at Line SQ - 55'at Level 8073.9 Reducible Live Loads Pos %Red0.86 0.00 Neg 0.00 % Red 0.00 Load Min Total Max Total I Loads on Gravitv Golumn{ RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 137/14O 09/15/05 09:12:35 Storage UnRed. Roof 0.00 2.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.44 3.69 Column 28 at Line SQ - 55' at Level 8066 Dead Load Pos 1.73 0.00 Reducible Storage UnRed. Roof 7.143.440.00 t n'r. 0.00 0.00 Live Loads % Red 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total Min Total Max Total 9.6? Min Total Max Total o.oz 12.O4 Min Total Max Total 5.00 4.56 Column 28 at Line SQ - 55' at Level 8064 Dead Load Pos 1.73 0.00 2.83 0.00 Red ucible Storage UnRed. Roof 5.06 4.56 Column 28 at Line SQ - 55' at Level 8054 Dead Load Pos 2.59 0.00 2.83 0.00 Reducible Storage UnRed. Roof 6.62 5.42 Column 28 at Line SQ - 55' at Level 8052 Dead Load Pos z.cv 0.00 2.83 0.00 Reducible Storage UnRed. Roof 6.68 5.42 9.565.000.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 5.060.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 o.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.680.00 Column 16 at Line SP - 54'at Level high roof a 12.10 I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1381140 09/15/05 09:12:35 Load 6.01 Column 31 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 9.21 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Tota!Max Total 15.22 Min Total Max Total o.u /15.28 Min Total Max Total 12.'t8 24.68 Min Total Max Total 12.18 24.68 9.21 at Line SP - 54' at Level low roof a 6.010.00 Reducible Sto rag e UnRed. Roof Pos 0.00 0.00 9.21 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.07 9.21 Column 26 at Line SP - 54'at Level 8078 Dead Load 0.00 Reducible Storage UnRed. Roof Pos 3.29 0.00 a')l 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12.18 12.50 Column 26 at Line SP - 54' at Level 8O74.2 -rt Dead Load 0.00 Reducible Storage UnRed. Roof Pos 3.29 0.00 9.21 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12.18 12.50 Column 26 at Line SP - 54'at Level 8O74.1 -tf Dead Load 0.00 Reducible Storage UnRed. Roof Pos 3.29 0.00 9.21 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Column{ RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 139/140 09/15/05 09:12:35 12.18 Column 26 at Line SP - 54'at Level 8073.9 Dead Load Red ucible Storage UnRed. Roof Reducible Storage UnRed. Roof 12.50 0.00 12.18 24.68 Min Total Max Total 12.18 24.68 Min Total Max Total 't2.29 24.79 Min Total Max Total 18.38 33.08 Min Total Max Total 18.52 JJ.ZZ Column 26 at Line SP - 54'at Level 8074 -rt Dead Load Red ucible Sto rag e UnRed. Roof 12.18 Pos J.ZY 0.00 9.21 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 16.50 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12.50 0.00 Pos 3.29 0.00 9.21 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 12.29 12.50 Column 29 at Line SP - 54'at Level 8066 Dead Load 0.00 Pos 6.58 0.00 9.21 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 18.38 14.70 Column 29 at Line SP - 54' at Level 8064 Dead Load 0.00 Reducible Storage UnRed. Roof 18.52 Column 29 at Line SP - 54'at Level 8054 Dead Load Pos 6.58 0.00 9.21 0.00 14.70 % Red 16.50 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Pos % Red 9.86 27.24 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Lgds on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 140/140 Ogl15105 09:12:35 Storage UnRed. Roof 0.00 9.21 0.00 16.38 0.00 0.00 Live Loads % Red 27.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.60 Column 29 at Line SP - 54'at Level 8052 Dead + Reducible Storage UnRed. Roof 0.00 24.60 40.99 Min Total Max Total 24.74 41.13 Min Total Max Total 93.67 131.79 Min Total Max Total 94.17 132.29 Pos 9.86 0.00 9.2'l 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 24.74 16.38 Column 11 at Line SP - 54' at Level 8042 Dead Load Pos JO.r+ J 0.00 19.21 0.00 Red ucible Storage UnRed. Roof 93.97 37.82 Column 11 at Line SP - 54' at Level 8040 Dead Load Pos JO.ZTJ 0.00 19.21 0.00 Reducible Storage UnRed. Roof 94.46 37.82 0.00 Live Loads %Red 48.91 0.00 0.00 Neg 0.00 0.00 -0.30 0.00 % Red 0.00 0.00 0.00 -0.30 Live Loads % Red 48.91 0.00 0.o0 Neg 0.00 0.00 -0.30 0.00 % Red 0.00 0.00 0.00 -0.30 oo Jobritle: WEEtHt\rAN Job no.: Oqll6 sheet I of , Sub,ect: FDNS By' | 9. Date: 8.21 o (PL LD3 @ FDN r) ltar, tJJt216() !'/z * t'/2 z) L43r.. lDlrtbS tor lo X) 2-rov. w o'53 Q19 4) Lzlv u l1-r +, q,l2t g'/z 5) t1D? Wter53 Etlz "\'/a (&S * ^tn') 6)t12u-. Wl2r50 g'ftrA'b 16r L. Wt?r3o 1'lz'lt/z s) r34K D \z^53 1'lt r 'l'/z 9) r.lor wtue3 1'/z t 1'/z lo) r4t K tr1t2rtfD -1')z t 1'lz il) aoaL tDtlrfi 1'1 12) 3a9k- |r)l2r5$ llr ll ie) rrSn t0 rd*tlO (o'/ztGrtz 14) ?o9r- tD lAr58 e'12 r 4,/z 7) o O Gravitv Column Desiqn (| RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 SteelCode:ASD gth Ed. Story level 8040, Column Line 29.38ft - 45.71f1 FY (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Column Size = W12X50 y' Braced Against Joint Translation Column Eccentricity (in)Top X-Axis 10.00 1 Yes 9.60 0.00 Dead 151 .80 0.00 -7.26 0.00 0.00 Y-A<is 10.00 1 Yes s.50 0.00 Live 31.02 0.00 -9.05 0.00 0.00 Bottom --CONTROLLING COLUMN LOADS - Load Gase 10: Axial (kips) Moments Roof 0.00 0.00 0.00 0.00 0.00 l8atr -r 8rB tvrru. Top Bot Mx (kipjt) My (kip-ft) Mx (kip-ft) My (kip'ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS:(DL+LL+RF) Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy fa (ksi) = fbx (ksi) = fbY (ksi) =/.\ h\JUKL/Rx =F'ex =Cmx = 12.52 0.00 14.08 1.00 23.19 277.72 0.00 22.52 30.00 37.50 61.11 39.99 0.60 INTERACTION EQUATION falFa = 0.56 Eo H1-1: 0.556 + 0.000 + 0.328 = 0.884 Eo H1-2: 0.417 + 0.000 + 0.376 = 0.793 O Gravity Column Desiqn I RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 SteelCode:ASD gth Ed. Story fevel 8040, Column Line 86.14ft - 45.71tt Fy (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Case 6: Axial (kips) Moments Mx (kip-ft) My (kip-ft) Mx (kip-ft) MY (kiP-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + t1a ppl Column Size = W12X53/ X-Axis Y-Axis10.00 10.00 1 Yes 9.55 0.00 1 Yes 3.50 0.00 Top Bot Dead 236.94 0.00 0.00 0.00 Live 30.74 0.00 8.97 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 a61. (?tr- -? qr/2 rlfz fa (ksi) = fbx (ksi) = fbY (ksi) =Cb= KLlRx F'ex Cmx 17.16 0.00 7.72 1.00 22.99 282.52 0.00 Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy 24.55 30.00 37.50 48.42 63.68 0.60 INTERACTION EOUATION falFa = 0.70 Eo H1-1: 0.698 + 0.000 + 0.169 = 0.867 Eq H1-2: 0.572+ 0.000 + 0.206 = 0.778 O Gravitv Column Design IRAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 Steel Code:ASD gth Ed. Story level 8040, Column Line 115.12ft - 45.71ft Fy (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Gase 10: Axial (kips) Moments Top Mx (kip-ft) My (kip-ft) Bot Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) Column Size = W12X53 J X-Axis Y-Axis10.00 10.00 1 Yes 3.50 0.00 'l Yes 9.55 0.00 fa (ksi) = fbx (ksi) = fby (ksi) Cb= KL/Rx F'exCmx = 13.64 0.00 13.87 1.00 22.99 282.52 0.00 Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy Dead 188.08 0.00 -15.01 0.00 0.00 24.59 30.00 37.50 48.42 63.68 0.60 Live 24.63 0.00 -7.18 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 dl0'.L -a |'fz, X'/" INTERACTION EQUATION falFa = 0.55 Eq H1-1 : 0.555 + 0.000 + 0.282 = 0.837 Eo H1-2: 0.455 + 0.000 + 0.370 = 0.824 RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 SteelCode:ASD gth Ed. Story level 8040, Column Line SK - 54' FY (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in) Bottom CONTROLLING COLUMN LOADS - Load Case 1: Axial (kips) Moments Top Mx (kip-ft) My (kip-ft) Bot Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) Column Size = W12X45,/ X-Axis Y-Axis10.00 10.00 Top 9.55 0.00 Dead 178.96 -2-35 -2.00 0.00 0.00 1 Yes 0.00 Live 64.19 .U.JJ -0.29 0.00 0.00 1 Yes Roof 0.00 0.00 0.00 0.00 0.00 fa (ksi) fbx (ksi) fby (ksi) cbKL/Rx = F'exCmx = 18.56 0.56 2.21 174 23.28 275.48 0.60 Fa (ksi) Fbx (ksi) Fby (ksi) 22.47 30.00 37.50 61.42 39.58 0.60 KL/Ry F'ey cmy ,A,V.4 9' I INTERACTION EQUATION lalFa = 0.83 Eq H1-1: 0.826 + 0.012+ 0.067 = 0.905 Eq H1-2: 0.619 + 0.019 + 0.059 = 0.696 RAM Steelv9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 212 09/15/05 09:12:35 Steel Code:ASD gth Ed. Story level8040, Column Line 159.51ft - 36.71ft Fy (ksi) = 46.00 Column Size Orientation (degrees) = 70.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Case 10: Axial (kips) Moments = tNlzxsS / Top Bot X-Axis 12.00 I Yes 9.55 0.00 Dead 136.32 -8.50 -6.36 0.00 0.00 Y-Axis 12.00 1 Yes 3.50 0.00 Live 35.25 -t.oo -9.67 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 Mx (kip-ft) My (kip-ft) Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) fa (ksi) = 11.00 Fa (ksi) fbx (ksi) = 1.73 Fbx (ksi) fbY (ksi) = 1Q.02 FbY (ksi)Cb = 2.30KL/Rx = 27.59 KL/RyF'ex = 196.20 F'eyCmx = 0.60 Cmv INTERACTION EQUATION falFa = 0.51 Eq H1-1: 0.510 + 0.040 + 0.232= O.782 Eo H1-2: 0.398 + 0.063 + 0.290 = 0.752 21 .55 27.60 34.50 58.11 44.22 0.60 l1t.7L-> 1'12,1 ,/, O Gravitv Golumn Desiqn l)RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC LO Page 212 09/15/05 09:12:35 Steel Code:ASD gth Ed. Story fevel 8040, Golumn Line 204.14f1- 20.46ft Fy (ksi) = 46.00 Column Size Orientation (degrees) = 70.0 INPUT DESIGN PARAMETERS: Lu (ft) Mx (kip-ft) My (kip-ft) Mx (kip-ft) My (kip-ft) = W12x45 / Y-Axis 12.00 1 Yes 0.00 Live 28.48 1.08 -7.91 0.00 0.00 Braced Against Joint Translation Column Eccentricity (in) Bottom CONTROLLING GOLUMN LOADS. LoAd CaSE 10: Axial (kips) Moments Top X-Axis 12.00 1 Yes 9.55 0.00 Dead 143.46 7.45 -0.43 0.00 0.00 Top Bot Roof 0.00 0.00 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + fa (ksi) = 13.13 fbx (ksi) = 1'77 fbY (ksi) = B.0BCb = 2.30KL/Rx = 27.94F'ex = 191 .31Cmx = 0.60 INTERACTION EQUATION falFa = 0.69 Eo H1-1: 0.686 + 0.041 + 0.269 = 0.996 Eq H1-2: 0.476 + 0.064 + 0.234 = 0.774 RF) Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy 19.14 27.60 34.50 73.71 27.49 0.60 t1l 1-r ltlz rltf z O Gravitv Column Design j RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 SteelCode:ASD 9th Ed. Story level 8042, Golumn Line SP - 54' Fy (ksi) = 46.00 Orientation (degrees) = 70.0 INPUT DESIGN PAMMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Gase 1: Axial (kips) Moments Top Mx (kip-ft) My (kip-ft) Bot Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: Column Size = W12X50 J X-Axis Y-Axis12.00 12.00 1 Yes24n 0.00 1 Yes 9.60 0.00 Dead 93.97 -0.84 -15.42 0.00 0.00 Live 37.82 -z.zz -c. Jo 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 fa (ksi) = fbx (ksi) = fby (ksi) =arh KL/Rx =F'ex =Cmx = 9.03 0.57 17.94 1.75 27.83 192.86 0-60 19.20 27.60 34.50 27.77 0.60 (DL+LL+RF) Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy n.gF> l rl INTERACTION EQUATION lalFa = 0.47 Eo H1-1 : 0.47O + 0.013 + 0.462 = 0.945 Eq Hl-2: 0.327 + 0.021 + 0.520 = 0.868 RAM Steelv9,0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 Steel Code:ASD gth Ed. Story level 8040, Column Line SC.3 - S8.1 FY (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Case 8: Axial (kips) Moments Top Mx (kip-ft) My (kip-ft) Bot Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) Column Size = W12X53 X-Axis Y-Axis10.00 10.00 1 Yes 3.50 0.00 1 Yes 0.00 Dead 100.14 3.39 25.95 0.00 0.00 24.59 30.00 37.50 48.42 63.68 0.60 Live 34.64 1.03 Y.IZ 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 fa (ksi) fbx (ksi) fby (ksi) cb KL/Rx F'ex Cmx 8.64 U./ro 22.29 1.75 22.99 282.52 0.60 Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy INTERACTION EQUATION lalFa = 0.35 Eo Hl -1 : 0.351 + 0.015 + 0.41 3 = 0.780 Eo H1-2: 0.288 + 0.025 + 0.595 = 0.908 t74:lL) 7rl RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 SteelCode:ASD gth Ed. Story level 8040, Column Line SD.8 - S8.1 FY (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Case 1: Axial (kips) Moments Top Mx (kip-ft) My (kip-ft) Bot Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvalure about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) Column Size = W12X53 Y-Axis 10.00 1 Yes Live 31 .15 0.00 Dead 109.45 0.00 X-Axis 10.00 1 Yes 9.55 0.00 -26.19 0.00 0.00 -9.09 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 3.50 0.00 fa (ksi) fbx (ksi) fby (ksi) Cb= KL/Rx =F'ex =Cmx = 9.01 0.00 22.05 1.00 ZZ.YJ 282.52 0.00 Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy 24.59 30.00 37.50 48.42 63.68 0.60 4o.d r-> 111INTERACTION EQUATION lalFa = 0.37 Eq H1-1: 0.367 + 0.000 + 0.411 = 0.777 Eo H1_2: 0.300 + 0.000 + 0.588 = 0.888 O Gravitv Column Desiqn IRAM Steelv9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC t0 09/15/05 09:12:35 SteelCode:ASD gth Ed. Story level 8040, Column Line SF41 - S8.1 FY (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Case 10: Axial (kips) Moments Top Mx (kip-ft) My (kip-ft) Bot Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) Column Size = W12X40 X-Axis 10.00 ,| Yes 9.45 0.00 Dead 1 19.68 0.00 -2.85 0.00 0.00 Y-Axis 10.00 1 Yes 3.50 0.00 Live 28.74 0.00 -8.38 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 fa (ksi) fbx (ksi) fby (ksi) cb KL/Rx F'ex Cmx 12.69 0.00 I z.zo 1.00 23.43 272.11 0.00 Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy 22.40 30.00 37.50 61.81 39.09 0.60 INTERACTION EQUATION falFa = 0.57 Eo H1-1: 0.566 + 0.000 + 0.290 = 0.857 Eq H1-2: 0.423 + 0.000 + 0.327 = 0.750 _>/4E'/L 1'1 O Gravitv Column Desiqn l)RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC tI 09/15/05 09:12:35 SteelCode:ASD 9th Ed. Story level 8040, Column Line SG.6 - 58.1 FY (ksi) = 50.00 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS - Load Case 6: Axial (kips) Moments Column Size = W12X58 X-Axis 10.00 1 Yes 9.60 0.00 Y-Axis 10.00 1 Yes 3.50 0.00 Live 30.87 0.00 9.00 0.00 0.00 Dead 214.64 0.00 23.49 0.00 0.00 0.00 0.00 0.00 Roof 0.00 0.00Top Bot Mx (kip-ft) My (kip-ft) Mx (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCU LATED PARAMETERS: 14.44 0.00 18.22 1.00 22.70 z6Y. I O 0.00 (DL + 11-.t PP; Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F,ey cmy fa (ksi) fbx (ksi) fbY (ksi) = Cb KL/RxF'ex =Cmx = 24.68 30.00 37.50 47.83 65.27 0.60 INTERACTION EQUATION falFa = 0.59 Eo H1-1: 0.585 + 0.000 + 0.374 = 0.959 Eo H1-2: 0.481 + 0.000 + 0.486 = 0.967 L4r.7L --1 1,? GravitllGolumn Desiqn O RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09115105 09:12:35 SteelCode:ASD gth Ed. Story level 8042, Column Line SMY2 - S7.5 FY (ksi) = 50.00 Orientation (degrees) = 70.0 INPUT DESIGN P.ARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in)Top Bottom CONTROLLING COLUMN LOADS. Load Case 10: Axial (kips) Moments Column Size = W12X40 Top Bot Mx (kip-ft) My (kip-ft) Mx (kip-ft) My (kip-ft) X-Axis 12.00 1 Yes 9.45 0.00 Dead 82.98 0.00 -3.24 0.00 0.00 Y-Axis 12.00 1 Yes 3.50 0.00 Live 34.40 0.00 - 10.03 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) fa (ksi) fbx (ksi) fby (ksi) cb KL/Rx F'ex Cmx 10.03 0.00 14.48 1.00 28.11 188.96 0.00 Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey cmy 20.15 28.89 37.50 74.17 27.14 0.60 tn.agL-". Q'lzr b'/>INTERACTION EQUATION falFa = 0.50 Eq H1-1: 0.498 + 0.000 + 0.368 = 0.865 EqHl-Z'. 0.334 + 0.000 + 0.386 = 0.721 Gravity Golumn Desiqn I RAM Steelv9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 SteelCode:ASD gth Ed. Story level 8042, Golumn Line SOZ - S7.5 Fy (ksi) = 46.00 Orientation (degrees) = 70.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in) Bottom CONTROLLING COLUMN LOADS - Load Case 10: Axial (kips) Moments Column Size = W12X53 Top Bot Mx (kip-ft) My (kip-ft) Mx (kip-ft) My (kip-ft) Top X-Axis 12.00 1 Yes 0.00 Dead 162.15 -4.60 -3.35 0.00 0.00 Y-Axis 12.00 1 Yes 3.50 0.00 Live 44.91 -0.88 -12.78 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) fa (ksi) = 13.27 Fa (ksi) fbx (ksi) = 0.93 Fbx (ksi) fbY (ksi) = 10.08 FbY (ksi)Cb = 1.75KL/Rx = 27.59 KL/RyF'ex = 196.20 F'eyCmx = 0.60 Cmy INTERACTION EQUATION talFa = 0.62 Eo H1-1: 0.616 + 0.022+ 0.250 = 0.888 EqHl-Z: 0.481 + 0.034 + 0.292 = 0.807 21.55 27.60 34.50 58.11 44.22 0.60 )c;'tL-a $'lzt \'lz 5:-:-: loarOdlO 6b o) c!c! q.:.:.:olol 6lqqq e.l c{ N O O O O) O, O, O) O) o')o)o)o)c{NNc\looo(f)(f)Nc\lC\t(fr(fJ(Y)(t(q(o(o(q(f) c!.. =t.. q q q q q \ oq oq F- cO O) * 6l C\ co @ (O rr) (f) stO)O-tO(OF-(f)N(OS@6)r-NNNNNNNNC{Nc{ (O@C.IOc.)OO)OS@Otr-' t.-F-60000@@@o)o c'.)No@o)No$(oo)@o)\q..o?qc\ccqq':q:o)o)OOTOOO-NNNN .c .c \q E dooc.i $i o.i $i c; ci ci ^i c.iOF <r-?'6 '6 o.Y-vo .{':*-4 o(o@(O@@(oF@cO@@@C) c\ls crr o) qr 0)= fo O) tO O) t O F- O tf) O (f) @<.()k (rJ (f) s s rf) (o F- .t \f |r) ro tocyxxxxxxxxxxxx(EE OOOOOOOC{NNNN -d 0J Ei b ===33==E3333c):o)orcNuq) (L c!c!nqqqo?cqnc!c?\(O a.) 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DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35o O BeamNumber=14 Span information (ft): l-End (177.15,1.86), Total Beam Length (ft) = 1.98 Loading information: LineLoads: Load I z Beam Number = 15 Span information (ft): l-End (177.83,3.72), Total Beam Length (ft) = 24.73 LL 0.000 0.000 o.324 0.324 0.048 0.048 0.000 0.000 Red% Red% Type NonRed NonRed NonRed NonRed Type NonRed NonRed Non Red Type NonRed NonRed NonRed CLL 0.000 0.000 0.203 0.203 o.o24 o.o24 0.000 0.000 CLL 0.000 0.000 0.197 0.197 0.000 0.000 CLL 0.000 0.000 0.215 0.215 0.000 0.000 Story: high roof a Units: kips, ft Floor Type: HIGH ROOF Beam Number = 5 Span information (ft): l-End (172.53;20.671, J-End (180.99,2.57) Total Beam Length (ft) = 24.73 Loading information: LineLoads:Load Dist 1 0.00 Z1.I J2 0.00 z+,t J3 0.00 24.734 0.00 24.7s Dist 0.00 '1.98 0.00 1.98 0.00 1.98 DL 0.091 0.091 0.101 0.101 0.012 0.012 o.o22 o.o22 GDL 0.091 0.091 0.101 0.101 o.012 0.o12 0.o22 0.o22 J-End (177.83,3.72) DL 0.079 0.079 0.098 0.098 0.010 0.010 CDL 0.079 0.079 0.098 0.098 0.010 0.010 LL 0.000 0.000 0.315 0.315 0.000 0.000 J-End (186.29,26.96) Loading information: LineLoads: Load Dist 1 0.00 24.73 2 0.00 24.73 3 0.00 24.73 DL 0.086 0.086 0.107 0.107 o.o22 o.022 CDL 0.086 0.086 o.107 0.'to7 o.o22 o.o22 LL 0.000 0.000 0.343 0.343 0.000 0.000 Red% O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code; IBC Page 2/365 09/15/05 09:12:35 Beam Number = 21 Span information (ft): l-End (181.67,2.32), J-End (190.12,25.56) Total Beam Length (ft) =24.73 Loading information: LineLoads: Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 DL o-o82 0.082 o.102 0.102 0.o22 0.o22 GDL 0.082 0.082 0.102 0.102 0.022 0.022 LL 0.000 0.000 o.327 0.327 0.000 0.000 *"Y TyPe NonRed NonRed NonRed J-End (193.96,24.171 CLL 0.000 0.000 o.204 0.204 0.000 0.000 CLL 0.000 0.000 0.206 o.204 0.000 0.000 Red% RoofLL0.0 0.000.0 0.00 Beam Number = 27 Span information (ft): l-End (185.50,0.93), Total Beam Length (ft) = 24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 Loading information: PointLoads: Dist DL4.08 2.548.17 2.55 LineLoads:Load Dist1 0.00 12.252 0.00 '12.25 3 0.00 12.25 DL 0.082 0.082 0.103 o.102 0.022 0.022 CDL 0.082 0.082 0.103 0.102 0.o22 0.022 LL 0.000 0.000 0.329 o.327 0.000 0.000 Red% Type NonRed NonRed Non Red StorLL 0.00 0.00 Beam Number = 29 Span information (ft): l-End (186.29,26.96), J-End (197.80,22.771 Total Beam Length (ft) = 12.25 CDL RedLL Red% NonRLL2.54 0 00 0.0 4.042.55 0.00 0.0 4.05 DL CDL LL0.010 0.0'10 0.0000.010 0.010 0.0000.013 0.0'13 0.0500.012 0.012 0.0490.022 0.022 0.0000.022 0.022 0.000 Red% Type CLLNonRed 0.000 0.000NonRed 0.025 0.025NonRed 0.000 0.000 Red% CLLSnow 2.52Snow 2.53 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 3/365 09/15i05 09:12:35 Beam Number = 34 Span information (ft): l-End (189.40,-0.49), J-End (197.80,22.771 Total Beam Length (ft) = 24.73 Loading information: LineLoads: Load Dist 1 0.00 24.732 0.00 21.t J3 0.00 21.I J Loading information: LineLoads:Load Dist 1 0.00 24.73 DL 0.086 0.086 0.107 o.'t07 0.o22 o.o22 DL 0.090 0.090 CDL 0.086 0.086 0.'t07 0.107 o.o22 0.022 LL 0.000 0.000 0.343 0.343 0.000 0.000 LL 0.000 0.000 Red% Type NonRed NonRed NonRed CLL 0.000 0.000 o.215 o.215 0.000 0.000 Beam Number = 39 Span information (ft): l-End (193.31 ,-1.921, J-End (209.74,-7.89) Total Beam Length (ft) = 17.48 Cantilever on right (ft) = 5.Zt Loading information: PointLoads:Dist DL CDL RedLL Red% NonRLL 0.27 2.77 2.77 0.00 0.0 4.44 3.42 1.05 1.05 0.00 0.0 2.19 4.80 2.79 2.79 0.00 0.0 4.47 7.42 1.57 1.57 0.00 0.0 4.O2 0.00 0.0 -1 .14 0.00 0.0 0.00 9.33 2.79 2.79 0.00 0.0 4.47 10.34 2.19 2.19 0.00 0.0 3.6513.85 2.64 2.64 0.00 0.0 4.2114.34 2.48 2.48 0.00 0.0 3.9217.48 3.47 3.47 0.00 0.0 5.5217.48 4.46 4.46 0.00 0.0 6.98 LineLoads:Load Dist DL CDL LL 1 0.00 0.035 0.035 0.000 12.27 0.035 0.035 0.000 2 12.27 0.035 0.035 0.000 17.48 0.035 0.035 0.000 StorLL Red%0.00 0.0 0.00 0.00.00 0.00.00 0.0 Snow 1.440.00 0.00.00 0.00.00 0.00.00 0.00.00 0.0 0.00 0.0 Red% Type NonRed Non Red RoofLL Red% CLL0.00 Snow 2.770.00 Snow 1.100.00 Snow 2.790.00 Snow 1.44 0.00 Snow 2.790.00 Snow 2.130.00 Snow 2.630.00 Snow 2.450.00 Snow 3.45 0.00 Snow 4.37 CLL 0.000 0.000 0.000 0.000 Beam Number = 40 Span information (ft): l-End (193.57,-2.011, J-End (202.03,21.231 Total Beam Length {ft) = 24.73 CDL 0.090 0.090 Red%Type NonRed CLL 0.000 0.000 Loads on Gravitv geamsO RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 4/365 09/15/05 09:12:35 O BeamNumber=43 Span information (ft): l-End (197.80,22.771, Total Beam Length (ft) = 13.50 Loading information: PointLoads:Dist DL 4.50 2.779.00 2.78 LineLoads: Load Dist 1 0.00 13.502 0.00 13.503 0.00 13.50 Red% 0.0 0.0 CDL 0.010 0.010 o.o12 o.o12 o.o22 o.022 J-End (206.25,19.6e) J-End (210.48,18.15) J-End (206.79,-6.82) *"Y Type Non Red NonRed No n Red StorLL 0.00 0.00 Red% Type NonRed NonRed NonRed RoofLL 0.00 0.00 CLL 0.000 0.000 0.025 o.o24 0.000 0.000 CLL 0.224 o-225 0.000 0.000 CLL 0.000 0.000 o.226 o.225 0.000 0.000 CLL 0.000 0.000 0.100 Red% CLL Snow 2.78 Snow 2.79 Beam Number = 42 Span information (ft): l-End (197.82,-3.56), Total Beam Length (ft) = 24.73 Load 2 J Dist 0.00 24.73 0.00 24.73 DL 0.112 0.113 o.o22 o-o22 CDL o.112 0.113 0.022 0.022 LL 0.358 0.360 0.000 0.000 Red%Type NonRed NonRed Type NonRed NonRed Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 DL 0.091 0.090 0.113 0.112 0.022 0.022 CDL 0.091 0.090 0.113 o.112 o.022 0.o22 LL 0.000 0.000 0.362 0.360 0.000 0.000 CDL RedLL2.77 0.002.78 0.00 DL 0.010 0.010 0.o12 0.o12 o.o22 0.o22 NonRLL 4.44 4.46 LL 0.000 0.000 0.049 0.049 0.000 0.000 Red% 0.0 0.0 Beam Number = 44 Span information (ft): l-End (198.25,-30.03), Total Beam Length (ft) = 24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 DL 0.040 0.040 0.050 CDL 0.040 0.040 0.050 LL 0.000 0.000 0.160 *"Y O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 5/365 09/'15/05 09:12:35 Beam Number = 46 Span information (ft): l-End (202.08,-5.10), Total Beam Length (ft) = 24.73 Load o A o -7 Dist 24.73 0.00 22.63 0.00 22.63 22.63 24.73 22.63 24.73 0.00 21.t J DL 0.050 0.040 0.040 0.050 0.050 0.040 0.031 0.050 0.039 0.o22 0.022 CDL 0.050 0.040 0.040 0.050 0.050 0.040 0.031 0.050 0.039 o.022 0.022 Type Non Red NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.079 0.000 0.000 CLL 0.000 0.000 o.226 o.225 0.000 0.000 CLL 0.000 0.000 0.113 0.112 0.000 0.000 0.091 0.100 0.000 0.000 0.100 0.100 0.000 0.000 LL 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.126 0.000 0.000 J-End (210.48,18.15) Loading information: LineLoads: Load Dist 1 0.00 24.732 0.00 24.733 0.00 zt+ . I J DL 0.091 0.090 o-113 0.'112 o.o22 o.o22 CDL 0.091 0.090 0.113 0.112 o.022 0-022 LL 0.000 0.000 0.362 0.360 0.000 0.000 J-End (214.71,16.61) Red% Type NonRed NonRed NonRed Beam Number = 48 Span information (ft); l-End {206.33,-6.65), Total Beam Length (ft) = 24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.oo 24.733 0.00 0.924 0.00 o.925 0.92 I ^ 24.73r 6 0.92 - 24.737 0.00 24.73 DL 0.045 0.045 0.057 0.056 0.036 0.040 0.045 0.050 0.040 0.040 0.050 0.050 o.o22 0.o22 CDL 0.045 0.045 0.057 0.056 0.036 0.040 0.045 0.050 0.040 0.040 0.050 0.050 o.o22 o.o22 LL 0.000 0.000 0.181 0.180 0.000 0.000 0.145 0.'160 0.000 0.000 0.160 0.160 0.000 0.000 Red% I Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 6/365 09/15/05 09:12:35 Beam Number = 57 Span information (ft): l-End (209.78,-34.221, J-End 1218.24,-10.99) Total Beam Length (ft) =24.73 Loading information: PointLoads: Dist z- tJ 6.75 10.75 14.75 18.75 22.75 LineLoads: Load 'l L ^ 5 DL CDL RedLL2.40 2.40 0.000.15 0.15 0.000.31 0.31 0.000.47 0.47 0.000.62 0.62 0.000.78 0.78 0.00 Dist DL 0.00 0.043 2.13 0.043 0.00 0.053 2.13 0.0530.00 0.01024.73 0.0100.00 0.01324.73 0.0130.00 0.03024.73 0.030 Red% NonRLL0.0 3.630.0 0.260.0 0.530.0 0.790.0 '1.05 0.0 1.31 Red% RooftL0.0 0 000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.00 Red% CLLSnow 2.27Snow 0.16Snow 0.33Snow 0.49Snow 0.66Snow O.82 StorLL 0.00 0.00 0.00 0.00 0.00 0.00 CDL 0.043 0.043 0.053 0.053 0.010 0.010 0.013 0.013 0.030 0.030 LL 0.000 0.000 o.'171 o.171 0.000 0.000 0.050 0.050 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed StorLL 0.00 0.00 0.00 *"Y NonRed CLL 0.000 0.000 0.107 0.107 0.000 0.000 0.025 0.025 0.000 0.000 Red% RoofLL0.0 0.000.0 0.000.0 0.00 Type CLL NonRed 0.000 0.000NonRed 4.A25 0.025NonRed 0.000 0.000 Red% CLLSnow 0.82Snow 0.66Snow 0.32 Beam Number = 63 Span information (ft): l-End (218.24,-10.99), J-End (221.99,-0.67) Total Beam Length (ft) = 10.98 Loading information: PointLoads:Dist DL2.00 0.786.00 0.6210.00 0.31 LineLoads: Load Dist1 0.o0 10.982 0.00 10.983 0.00 10.98 Beam Number = 64 Span information (ft): l-End (218.47,0.61), J-End (221.99,-0.67) Total Beam Length (ft) = 3.75 CDL RedLL Red% NonRLL0.78 0.00 0.0 1.310.62 0.00 0.0 1.050.31 0.00 0.0 0.51 DL CDL LL0.010 0.010 0.0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.0500.0'10 0.010 0.0000.010 0.0'10 0.000 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase; WESTHAVEN Building Code: IBC Page 7/365 09/15/05 09:12:35 t Beam Number = 65 Span information (ft): l-End (218.47,0.61), Total Beam Length (ft) = 13.75 Loading information: PointLoads: Dist 2.O0 z.z4 LineLoads: Load 1 2 4 5 6 CDL 0.020 0.040 0.025 0.050 0.040 0.040 0.050 0.050 0.050 0.050 0.062 0.062 0.010 0.010 0.012 0.012 0.010 0.010 Red% 0.0 0.0 CDL 0.010 0.010 o.o12 0.o12 0.000 0.038 0.000 0.047 0.038 0.038 0.o47 0.047 0.010 0.010 J-End (223.'17,13.53) Red%TYPe NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed StorLL Red% 0.00 0.0 0.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.050 0.100 0.000 0.000 0.100 0.100 0.000 0.000 o.124 o.124 0.000 0.000 0.024 o.024 0.000 0.000 Roofl-L 0.00 0.00 CLL 0.000 0.000 o.024 0.025 0.000 0.000 0.000 0.094 0.000 0.000 0.094 0.094 0.000 0.000 CLL 0.46 2.14 Loading information: LineLoads: Load 1 2 J 4 6 7 8 q Dist 0.00 0.80 0.00 0.80 0.80 3.70 0.80 3.70 3.71 3.75 3.71 3.75 0.00 3.74 0.00 3.70 0.00 3.75 DL 0.020 0.040 0.025 0.050 0.040 0.040 0.050 0.050 0.050 0.050 o.062 0.062 0.010 0.010 o.o12 0.012 0.010 0.010 LL 0.000 0.000 0.080 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.249 0.249 0.000 0.000 0.039 0.039 0.000 0.000 Red% Snow Snow DL 0.48 z- tJ GDL RedLL 0.48 0.00 2j3 0.00 DL 0.010 0.010 0.012 o.o12 0.000 0.038 0.000 0.047 0.038 0.038 o.047 0.047 0.010 0.010 NonRLL 0.73 LL 0.000 0.000 0.038 0.040 0.000 0.000 0.000 0.150 0.000 0.000 0.150 0.150 0.000 0.000 Dist z-21 13.75 2.24 13.75 2.00 11.38 2.00 11.38 11.38 13.75 11.38 13.75 0.00 tJ./c Beam Number = 70 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 8/365 09/15/05 09:12:35 O BeamNumber=7s Span information (ft): l-End (210.48,18.15), Total Beam Length (ft) = 17.25 Cantilever on right (ft) = 3 75 LL 0.000 0.000 0.360 0.360 0.000 0.000 J-End (172.92,3.40) J-End (170.01,4.61) Red% Type NonRed NonRed NonRed CLL 0.000 0.000 0.225 o.225 0.000 0.000 CLL 0.000 0.000 0.225 0.225 0.000 0.000 CLL 0.000 0.000 0.225 o.225 0.000 0.000 Span information (ft): l-End (182.06,28.50), J-End (188.49,46.16) Total Beam Length (ft) = 18.79 Loading information: LineLoads iLoad Dist1 0.00 18.792 0.00 18.793 0.00 18.79 Dist 0.00 8.52 0.00 8.52 0.00 8.52 Beam Number = 71 Span information (ft): l-End (170.01,4.611, Total Beam Length (ft) = 8.52 Loading information: LineLoads: Load 1 2 J DL 0.090 0.090 0.113 0.113 0.014 0.014 DL 0.090 0.090 0.113 0.113 0.010 0.010 CDL 0.090 0.090 o.113 0.113 0.0'14 0.o14 CDL 0.090 0.090 0.113 0.113 0.010 0.010 LL 0.000 0.000 0.360 0.360 0.000 0.000 *"Y Type NonRed NonRed NonRed Type NonRed NonRed NonRed Beam Number = 72 Span information (ft): l-End (163.52,-22.441, Total Beam Length (ft) = 18.98 Loading information: LineLoads:Load Dist 1 0.00 18.982 0.00 18.983 0-00 18.S8 DL 0.090 0.090 0.113 0.113 0.014 0.014 CDL 0.090 0.090 0.113 0.113 0.014 0.014 LL 0.000 0.000 0.360 0.360 0.000 0.000 *'Y J-End (226.69,12.251 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 9/365 09l15lOS 09:12:35 Loading information: PointLoads: Dist 4.50 8.50 12.50 17.25 LineLoads: Load 1 2 4 6 7 CDL RedLL 2.64 0.00 2.31 0.00 0.85 0.00 0.96 0.00 DL 0.010 0.010 0.012 0.012 0.010 0.010 o.o12 0.012 0.013 0.013 o.o22 o.o22 o.o22 0.o22 CDL RedLL 2j3 0-001.11 0.00 DL 0.010 0.010 0.013 0.0'13 o.o22 0.o22 Red% NonRLL0.0 4.210.0 3.700.0 1.380.0 1.56 Red% RoofLL0.0 0.000.0 0.000.0 0.000.0 0.00 Red% CLLSnow 2.63Snow 2.31Snow 0.86Snow 0.93 Beam Number = 76 Span information (ft): l-End (199.92,-30.63), Total Beam Length (ft) = 6.74 Loading information: PointLoads: Dist 2.22 6.22 LineLoads: Load 1 z Red% Type CLLNonRed 0.000 0.000NonRed 0.025 0.025NonRed 0.000 0.000 DL 2.64 2.31 0.85 0.96 Dist 0.00 13.50 0.00 13.50 13.50 17.25 13.50 17.19 17.',tg 17.25 0.00 13.50 13.50 17.25 Dist 0.00 6.74 0.00 6.74 0.00 6.74 CDL 0.010 0.010 0.012 0.012 0.010 0.010 0.012 0.012 0.013 0.013 0.o22 0.o22 0.022 0.o22 Red% 0.0 0.0 CDL 0.010 0.010 0.013 0.013 o.o22 o.022 LL 0.000 0.000 0.049 0.048 0.000 0.000 0.048 0.048 0.050 0.050 0.000 0.000 0.000 0.000 StorLL 0.00 0.00 0.00 0.00 *"Y TYPe NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 o.o24 0.024 0.000 0.000 o.024 o.o24 0.025 0.025 0.000 0.000 0.000 0.000 J-End (206.25,-32.541 Red% CLLSnow 2.19Snow 1 .16 DL z- t.) 1.11 NonRLL 3.50 1.85 LL 0.000 0.000 0.050 0.050 0.000 0.000 StorLL 0.00 0.00 Red% RoofLL 0.0 0.000.0 0.00 Beam Number = 77 Span information (ft): l-End (206.25,-32.94), Total Beam Length (ft) = 3.75 Loading information: LineLoads: o J-End (209.78,-34.221 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 10/365 09/1 5/05 09: 1 2:35 Load 1 Dist o.00 0.00 0.00 3.75 DL 2.18 2.50 Oist 0.00 2 A't 0.00 t .\2 2.33 2.39 2.33 z.Jv ,R? 0.00 8.61 0.00 8.61 0.00 8.61 Dist 0.00 1.36 0.00 t.Jo DL 0.010 0.010 0.013 0.013 o.o22 o.o22 CDL 0.0'10 0.010 0.013 0.013 0.022 o.022 CDL o.247 0.247 0.309 0.309 0.000 0.318 0.300 0.000 0.309 0.309 0.010 0.0't 0 0.013 0.013 0.o22 o.022 LL 0.000 0.000 0.050 0.050 0.000 0.000 *"Y Type NonRed NonRed Non Red CLL 0.000 0.000 0.025 0.025 0.000 0.000 Roofl-L 0.00 0.00 CLL 0.000 0.000 0.61 8 0.618 0.000 0.636 0.601 0.000 0.6'18 0.61 I 0.000 0.000 0.025 0.025 0.000 0.000 Beam Number = 81 Span information (ft): l-End (191.83,-27.691, Total Beam Length (ft) = 8.61 Loading information: PointLoads: Dist 2.83 o.dJ LineLoads: Load 1 2 A o 7 8 J-End (199.92,-30.63) CDL RedLL2j8 0.00 2.50 0.00 DL 0.247 0.247 0.309 0.309 0.000 0.318 0.300 0.000 0.309 0.309 0.010 0.010 0,013 0.013 o.o22 o.022 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% Snow Snow Red% 0.0 0.0 Red% 0.0 0.0 NonRLL J.OJ LL 0.000 0.000 1.236 1.236 0.000 1.017 1.201 0.000 0.989 0.989 0.000 0.000 0.050 0.050 0.000 0.000 StorLL 0.00 0.00 CLL 2.12 2.47 Beam Number = 82 Span information (ft): l-End {177.89,-22.621, Total Beam Length (ft) = 14.83 Loading information: J-End (191.83,-27.69) PointLoads: Dist 7.42I LineLoads:v Load 1 2 cDL RedLL Red% 7.28 0.00 0.0 DL CDL0.000 0.0000.040 0.0400.000 0.0000.050 0.050 CLL b.o I DL 7.28 NonRLL 13.21 LL 0.000 0.000 0.000 0.200 StorLL 0.00 Red% RoofLL Red%0.0 0.00 Snow Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.100 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 111365 09/15/05 09:12:35 Load J Dist 1.37 '13.47 1.37 13.47 13.47 14.83 13.47 14.83 0.00 14.83 0.00 14.83 0.00 14.83 DL 2.79 Dist 0.00 9.06 0.00 9.06 0.00 9.06 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.031 0.031 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.031 0.031 Red% 0.0 CDL 0.010 0.010 0.013 0.013 o.o22 0.022 Red% 0.0 0.0 0.0 0.0 0.0 CDL 0.080 0.042 0.100 LL 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.000 0.000 0.000 o.200 0.200 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed Non Red NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 0.100 0.100 0.000 0.000 RootLL Red% GLL 0.00 Snow 0.54 0.00 Snow 0.41 0.00 Snow 0.89 0.00 Snow o.270.00 Snow 0.14 Beam Number = 83 Span information (ft): l-End (169.37,-19.52), Total Beam Length (ft) = 9.06 Loading information: PointLoads: Dist J.JO LineLoads; Load 1 2 J Beam Number = 84 Span information (ft): l-End (177.89;22.621, Total Beam Length (ft) = 22.96 Loading information: PointLoads:Dist DL 4.23 0.52 8.45 0.39 12.38 0.86 12.68 0.26 16.91 0.14 LineLoads: Load Dist 1 0.00 12.38 2 0.00 StorLL Red% RoofLL Red% 0.00 0.0 0.00 Snow Red% Type CLL NonRed 0.000 0.000NonRed 0.025 0.025 NonRed 0.000 0.000 J-End (177.89,-22.621 COL RedLL 2.79 0.00 DL 0.010 0.010 0.013 0.013 o.o22 o.o22 NonRLL 4.60 LL 0.000 0.000 0.050 0.050 0.000 0.000 NonRLL 1.08 0.81 't.78 0.55 o.29 LL 0.000 0.000 0.399 CLL 2.80 J-End 1192.29,4.731 CDL RedLL0.52 0.000.39 0.000.86 0.000.26 0.000.14 0.00 DL 0.080 o.042 0.100 StorLL 0.00 0.00 0.00 0.00 0.00 *"Y Red% 0.0 0.0 0.0 0.0 0.0 Type CLLNonRed 0.000 0.000NonRed 0.200 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 12/365 09/15/05 09:12:35 PointLoads: Dist DL4.23 0.528.45 0.3912.38 0.8712.68 0.2616.91 0.14 LineLoads:Load Dist1 0.00 4.232 0.00 4.233 4.23 8.454 4.23 8.455 8.45 12.68 DL 0.053 0.000 0.o32 0.000 0.040 0.000 0.013 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.018 0.000 0.023 o.022 0.o22 CDL 0.053 0.000 0.032 0.000 0.040 0.000 0.013 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.018 0.000 0.023 0.022 0.o22 LL 0.210 0.000 0.000 0.000 0.162 0.000 0.000 0.000 0.065 0.000 0.000 0.000 0.065 0.000 0.000 0.000 0.065 0.000 0.000 0.000 0.065 0.000 0.000 0.000 0.093 0.000 0.000 CDL RedLL Red% NonRLL 0.52 0.00 0.0 1.080.39 0.00 0.0 0.810.87 0.00 0.0 'l .780.26 0.00 0.0 0.550.14 0.00 0.0 0.29 DL CDL LL0.000 0.000 0.0000.013 0.013 0.0000.000 0.000 0.000 0.016 0.016 0.065 0.000 0.000 0.000 0.013 0.013 0.000 0.000 0.000 0.000 0.016 0.016 0.065 0.000 0.000 0.000 0.013 0.013 0.000 CLL 0.105 0.000 0.000 0.000 0.081 0.000 0.000 0.000 0.032 0.000 0.000 0.000 0.032 0.000 0.o00 0.000 0.032 0.000 0.000 0.000 0.032 0.000 0.000 0.000 0.046 0.000 0.000 StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.032 NonRed 0.000 0.000 NonRed 0.000 0.032NonRed 0.000 0.000 Load 4 6 8 I 10 11 12 '13 14 ,t4 Dist 12.38 12.38 22.96 12.38 22.96 0.00 4.23 0,00 4.23 1.ZJ 8.45 4.23 8.45 8.45 12.68 8.45 12.68 12.68 16.91 12.68 16.91 16.91 zz.Yo 16.91 22.96 0.00 22.96 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Beam Number = 85 Span information (ft): l-End (191.83;27.691, J-End (192.29,4.73) Total Beam Length (ft) = 22.98 Loading information: Red% CLLSnow 0.54Snow 0.41Snow 0.89Snow O.27 Snow 0.14 o O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 13/365 09/15/05 09:12:35 Beam Number = 86 Span information (ft): l-End (181.44,-34.55), J-End (193.31,-1.92) Total Beam Length (ft) = 34.73 Cantilever on left (ft) = 10.00 Loading information: Load 6 7 I o 10 11 12 IJ 14 15 CDL 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.019 0.000 0.023 0.080 o.o42 0.100 0.053 0.000 0.032 0.000 0.040 o.022 o.o22 LL 0.000 0.065 0.000 0.000 0.000 0.065 0.000 0.000 0.000 0.093 0.000 0.000 n 20q 0.210 0.000 0.000 0.000 0.162 0.000 0.000 Red%TyPe NonRed Non Red NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed Type NonRed NonRed NonRed Dist 8.45 12.68 12.68 16.91 12.68 16.91 16.91 22.96 16-91 22.96 0.00 12.38 0.00 12.38 12.38 22.96 12.38 zz.Jo 0.00 22.96 DL 0.000 0.016 0.000 0.013 0.000 0.016 0.000 0.0'19 0.000 0.023 0.080 0.o42 0.100 0.053 0.000 0.032 0.000 0.040 o.o22 0.022 DL CDL RedLL 0.25 0.25 0.00 0.33 0.33 0.000.50 0.50 0.00 0.58 0.58 0.00 0.70 0.70 0.00 0.70 0.70 0.00 0.57 0.57 0.000.57 0.57 0.000.44 0.44 0.000.44 0.44 0.000.31 0.31 0.000-31 0.3'1 0.000.18 0.18 0.000.18 0.18 0.00 2-"t6 2.16 0.002.16 2.16 0.00 Dist DL31.73 0.06834.73 0.068 31 .73 0.08534.73 0.085 0.00 0.035 Red% NonRLL 0.0 0.470.0 0.650.0 1.020.0 1.210.0 1.48 0.0 '1.48 0.0 1-200.0 1.200.0 0.920.0 0.920.0 0.650.0 0.650.0 0.380.0 0.380.0 4.080.0 4.08 CLL 0.000 0.032 0.000 0.000 0.000 0.o32 0.000 0.000 0.000 0.046 0.000 0.000 o.200 0.105 0.000 0.000 0.000 0.081 0.000 0.000 Red% RoofLL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.00 0.0 0.000.0 0.000.0 0.00 Red% CLL Snow 0.23 Snow 0.33 Snow 0.51 Snow 0.60 Snow 0.74 Snow 0.74 Snow 0.60Snow 0.60Snow 0.46Snow 0.46Snow 0.32Snow O.32Snow 0.19 Snow 0.19 Snow 2.04Snow 2.04 PointLoads: Dist 0.00 0.00 2.OO 2.00 6-00 b.UU 14.O0 14.00 18.00 'l8.00 22.O0 22.OO 26.00 26.O0 31.73 31.73 LineLoads: Load 1 2 CDL 0.068 0.068 0.085 0.085 0.035 LL 0.000 0.000 o.342 o.342 0.000 StorLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *"Y CLL 0.000 0.000 o.171 o.171 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 141365 09/15/05 A9:12:35 Beam Number = 87 Span information (ft): l-End (174.98,-30.60), J-End (186.35,0.62) Total Beam Length (ft) = 33.23 Cantilever on left (ft) = 6.59 Loading information: PointLoads: Dist 0.00 0.50 4.50 LineLoads: Load 1 2 o 7 8 I 10 11 StorLL Red% RooftL Red%0.00 0.0 0.00 Snow0.00 0.0 0.00 Snow0.00 0.0 0.00 Snow Dist 10.00 10.00 J+.'J DL 0.035 0.035 0.035 DL CDL RedLL 0.21 0.21 0.000.45 0.45 0.000.70 0.70 0.00 Dist DL 0.00 0.010 8.50 0.0'10 0.00 0.013 8.50 0.013 8.50 0.05733.23 0.057 8.50 0.04633.23 0.046 8.50 0.02533.23 0.0258.50 0.00020.22 0.0408.50 0.000 20.22 0.050 20.22 0.04033.23 0.040 20.22 0.05033.23 0.050 0.00 0.026 8.50 0.026 8.50 0.02633.23 0.026 CDL RedLL0.37 0.00 Red% NonRLL0.0 0.370.0 0.930.0 1.48 Type NonRed Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed StorLL 0.00 CDL 0.035 0.035 0.035 LL 0.000 0.000 0.000 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.'186 0.186 0.079 0.079 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.093 0.093 0.050 0.050 0.000 0.000 0.000 0.'100 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.000 CLL 0.19 0.46 0.74 GDL 0.010 0.0't 0 0.013 0.013 0.057 0.057 0.046 0.046 0.025 0.025 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.026 0.026 0.026 0.026 Beam Number = 88 Span information (ft): l-End (187.89,-38.50), J-End (200.29,4.45) Total Beam Length (ft) = 36.23 Cantilever on left (ft) = 1 1 50 Loading information: PointLoads:Dist DL0.00 0.37 Red% NonRLL0.0 0.75 Red% RoofLL Red% 0.0 0.00 Snow CLL o.37 RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 15/365 09115105 09:12:35 Dist 3.50 7.50 LineLoads: Load 1 I 5 o 7 8 I 10 CDL RedLL 0.62 0.00 0.70 0.00 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 0.013 0.013 0.028 0.02s 0.034 0.035 0.031 0.031 0.031 0.031 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 NonRLL 1.30 1.48 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.050 0.050 0.000 0.000 0.137 4.141 0.000 0.000 0.000 0.000 LL 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.000 0.000 0.000 0.200 0.200 0.000 0.000 NonRed NonRed DL 0.62 0.70 Dist 11.50 23.22 1 1.50 23.22 23.22 36.23 23.22 36.23 0.00 11.50 0.00 11.50 11.50 36.23 11.50 36.23 0.00 11.50 11 .50 36.23 Dist 0.00 4.69 0.00 4.6S 4.69 6.05 4.69 6.05 0.00 6.05 0.00 6.05 0.00 6.05 Red% 0.0 0.0 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.0't 0 0.013 0.013 0.028 0.029 0.034 0.035 0.031 0.031 0.031 0.031 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 RooftL 0.00 0.00 CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.'t 00 0.100 0.000 0.000 0.025 0.025 0.000 0.000 0.069 o.o71 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 0.100 0.100 0.000 0.000 Red% Snow Snow CLL 0.65 0.74 0.00 0.0 0.00 0.0 Red% Type NonRed NonRed NonRed NonRed Non Red NonRed NonRed NonRed Beam Number = 91 Span information (ft): l-End (186.23,-21.39), Total Beam Length (ft) = e OS Loading information: LineLoads: Load 1 z A 6 Beam Number = 92 Span information (ft): l-End (180.54,-19.33), Total Beam Length (ft) = 6 05 J-End (191.91,-23.471 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed J-End (186-23,-21.39) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 16/365 09/15/05 09:12:35 Loading information: LineLoads: Load 4 z J 4 o Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% Beam Number = 93 Span information (ft): l-End (183.19,-16.03), Total Beam Length (ft) = 4.69 Loading information: LineLoads; Load 1 2 4 o Beam Number = 94 Span information (ft): l-End (185.84,-12.741, Total Beam Length (ft) = 3.32 Dist 0.00 1.36 0.00 1.36 1.37 6.05 4 a.-7 b. uc 0.00 tr. UC 0.00 6.05 0.00 6.05 Dist 0.00 1.36 0.00 1.36 1.37 4.69 1.37 4.69 0.00 4.69 0.00 4.69 0.00 4.69 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.oo0 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 o.o40 0.050 0.050 0.010 0.010 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.o40 0.050 0.050 0.010 0.010 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.200 0.000 0.000 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 o.20D 0.000 0.000 0.200 0.200 0.000 0.000 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed CLL 0,000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.000 J-End (187.59,-17.641 J-End (188.96,-1s.88) Dist 0.00 | .JO 0.00 DL 0.000 0.040 0.000 CDL 0.000 0.040 0.000 LL 0.000 0.000 0.000 *"Y O Loading information: LineLoads: Load 1 2 a Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 171365 09115105 09:12:35 Load u 6 7 Oist 1.36 117 3.32 t -51 3.32 0.00 3.32 0.00 L11) 0.00 3.32 Dist 0.00 1.95 0.00 1.95 0.00 1.95 DL 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 0.097 0.050 0.122 0.010 0.010 CDL 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.040 0.097 0.050 0.122 0.010 0.010 TYPe NonRed NonRed NonRed NonRed NonRed TYPe NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 0.100 0.100 0.000 0.000 LL 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0-200 0.200 0.000 0.000 J-End (190.33,-1o.'l2l Beam Number = 95 Span information (ft): l-End (188.49,-9.45), Total Beam Length (ft) = 1.96 Loading information: LineLoads: Load 1 2 Dist 0.00 J.JZ 0.00 J.JZ J.JZ 4.69 J.JZ 4.69 0.00 4.69 0.00 4.69 0.00 4.69 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.200 0.486 0.000 0.000 LL 0.000 0.000 0.200 o.200 0.000 0.000 0.200 0.000 0.000 0.000 0.200 0.200 0.000 0.000 Red%CLL 0.000 0.000 0.100 0.243 0.000 0.000 Beam Number = 96 Span information (ft): l-End (187.59,-17.641, Total Beam Length (ft) = 4.69 Loading information: LineLoads: Load 1 2 J 4 6 7 J-End (192.00,-19.24l. Red% O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 18/365 09/15/05 09:'12:35 Beam Number = 97 Span information (ft): l-End (188.96,-13.88), J-End (192.08,-15.01) Total Beam Length (ft) = 3.32 Loading information: LineLoads: Load 1 2 4 5 o 7 Beam Number = 98 Span information (ft): l-End (190.33,-1O.121, Total Beam Length (ft) = 1.96 Loading information: J-End (192.17,-10.79) LineLoads: Load 1 2 Beam Number = 101 Span information (ft): l-End (174.98,-30.60), J-End (181.44,-34.55) Total Beam Length (ft) = 7.57 Dist 0.00 1.96 0.00 1.96 1.96 5.JZ 1.96 J.CZ 0.00 J.JZ 0.00 3.32 0.00 3.32 Dist 0.00 1.96 0.00 1.96 0.00 1.96 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.097 0.040 0.122 0.050 0.010 0.010 DL 0.005 0.020 0.006 0.025 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.000 o.050 0.000 0.040 0_040 0.050 0.050 0.010 0.010 CDL 0.097 0.040 o.122 0.050 0.010 0.010 LL 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.000 0.000 0.000 0.200 0.200 0.000 0.000 LL 0.000 0.000 0.486 0.200 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 o.243 0.100 0.000 0.000 CLL 0.000 0.000 0.012 0.049 0-000 0.000 Red% Loading information: LineLoads:Load Dist 1 0.00 7.572 0.00 T.AT3 0.00 7.57 cDL LL Red% 0.005 0.000 0.020 0.0000.006 0.025 0.025 0.098 0.010 0.000 0.010 0.000 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 19/365 09/15/05 09:12:35 Load 4 Dist 0.00 7.57 0.00 7.57 Dist 0.00 7.57 0.00 7.57 0.00 7.57 0.00 7.57 0.00 7.57 DL 0.013 0.013 0.010 0.010 DL 0.o20 0.034 0.025 0.043 0.010 0.0'10 0.0't3 0.013 0.010 0.010 CDL 0.013 0.013 0.010 0.010 CDL 0.020 0.034 0.025 0.043 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.050 0.050 0.000 0.000 LL 0.000 0.000 0.098 o.172 0.000 0.000 0.050 0.050 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed CLL 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.049 0.086 0.000 0.000 o.o25 0.025 0.000 0.000 GLL 0.000 0.000 0.000 0.085 0.000 0.000 0.085 0.085 0.000 0.000 0.100 0.100 0.000 0.000 Red% Type NonRed NonRed Beam Number = 102 Span information (ft): I'End (181.44,-34.55), Total Beam Length (ft) = 7.57 Loading information: LineLoads: Load 1 z i Beam Number = 103 Span information (ft): l-End (192.08,-15.31), Total Beam Length (ft) = 13.01 J-End (187.89,-38.50) J-End (196.53,-3.08) Loading information: LineLoads:Load Dist1 0.00 10.012 0.00 10.013 10.01 13.01 4 10.01 13.01 5 0.00 13.01 6 0.00 13.017 0.00 tt 13'01 Beam Number = 104 Redo/o Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed DL 0.000 0.034 0.000 0.043 0.034 0.034 0.043 0.043 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.000 0.034 0.000 0.043 0.034 0.034 0.043 0.043 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.000 0.171 0.000 0.000 o.171 0.171 0.000 0.000 0.200 0.200 0.000 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 201365 09/15/05 09:12:35 Span information (ft): l-End (185.66,-12.971, J-End (190.10,-0.75) Total Beam Length (ft) = '13.01 Loading information: LineLoads iLoad Dist 1 0.00 13.012 0.00 13.013 0.00 .t 0.014 0.00 10.015 10.01 13.016 10.01 13.017 0.00 13.01 LL 0.000 0.000 0.200 0.200 0.000 0.000 0.000 o.171 0.000 0.000 0.171 0.171 0.000 0.000 J-End (183.49,-28.91) LL 0.000 0.000 0.400 0.400 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% Type NonRed NonRed NonRed DL 0.040 0.040 0.050 0.050 0.000 0.034 0.000 0.043 0.034 0.034 0.043 0.043 0.010 0.010 GDL 0.040 0,040 0.050 0.050 0.000 0.034 0.000 0.043 0.034 0.034 0.043 0-043 0.010 0.010 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.085 0.000 0.000 0.085 0.085 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 Beam Number = 105 Span information (ft): l-End (176.52,-26.38), Total Beam Length (ft) = 7.42 Loading information: LineLoads: Load 1 2 Beam Number = 106 Span information (ft): l-End (183.49,-28.91), Total Beam Length (ft) = 7.42 Loading information: LineLoads: Load ,| 2 Dist 0.00 7.42 0.00 7.42 0.00 7.42 Dist 0.00 7.42 0.00 7.42 0.00 DL 0.080 0.080 0.100 0.100 0.010 0.010 CDL 0.080 0.080 0.100 0.100 0.010 0.010 J-End (190.46,-3'1.451 o DL 0.080 0.080 0.100 0.100 0.010 0.0't 0 CDL 0.080 0.080 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.400 0.400 0.000 0.000 *"Y TYPe NonRed NonRed NonRed O Loacts on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 211365 09/15/05 09:12:35 Beam Number = 1o7 Span information (ft): l-End (182.12,-32.671, J-End (189.09,-35.211 Total Beam Length (ft) = 7.42 Loading information: LineLoads: Load 1 2 Beam Number = 108 Span information (ft): l-End (175.15,-30.13), Total Beam Length (ft) = 7.42 Loading information: J-End (182.12,-32.671 LineLoads: Load 1 2 J Dist 0.00 7.4? 0.00 7.42 0.00 7.42 Dist 0.00 7.42 0.00 7.42 0.00 7.42 Dist DL2.'t3 0.712.26 1.816.44 0.5710.75 0.4212.54 0.8815.06 0.27 19.36 0.12 LineLoads:Load Dist 1 0.00 2.132 0.00 2.'t33 213 DL 0.060 0.075 0.o75 0.094 0.010 0.010 GDL 0.060 0.075 0.o75 0.094 0.010 0.010 LL 0.000 0.000 0.s00 0.375 0.000 0.000 DL 0.045 0.060 0.056 0.075 0.010 0.010 CDL 0.045 0.060 0.056 0.075 0.010 0.010 LL 0.000 0.000 o.225 0.300 0.000 0.000 CDL RedLL Red% NonRLLo.71 0.00 0.0 1.20't.81 0.00 0.0 2.940.57 0.00 0.0 0.95o.42 0.00 0.0 0.690.88 0.00 0.0 1.450.27 0.00 0.0 0.44 o.12 0.00 0.0 0.20 DL CDL LL 0.000 0.000 0.0000.015 0.015 0.0000.000 0.000 0.0000.018 0.018 0.0590.000 0.000 0.000 StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000NonRed 0.000 0.037 NonRed 0.000 Red%Type NonRed NonRed Non Red CLL 0.000 0.000 0.150 0.188 0.000 o.000 CLL 0.000 0.000 o.112 0.150 0.000 0.000 Red% Type NonRed NonRed NonRed Beam Number = 109 Span information (ft): l-End (209.74,-7.89), J-End (210.51,-32.221 Total Beam Length (ft) = 24.34 Loading information: PointLoads:Red% CLLSnow 0.75 Snow 1.84 Snow 0.59 Snow 0.43 Snow 0.91Snow 0.28Snow 0.13o RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Buildino Code: IBC Page 221365 09/15/05 09:'12:35 10 11 12 13 44 16 17 18 't9 Dist 6.44 2.13 6.44 6.44 '10.75 6.44 10.75 10.75 15.06 10.75 15.06 15.06 19.36 15.06 19.36 19.36 24.32 19.36 24.32 0.00 z.zo 0.00 z-zo z-zD 12.94 z.zo 12.94 12.94 Z+.JJ 12.94 24.33 0.00 24.34 DL 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 o.o17 0.000 0.021 0.029 0.037 0.036 0.046 0.000 0.037 0.000 0.046 0.000 0.040 0.000 0.050 0.022 0.022 CDL 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 o.o17 0.000 0.021 0.029 0.037 0.036 0.046 0.000 0.037 0.000 0.046 0.000 0.040 0.000 0.050 o.022 0.o22 LL 0.000 0.000 0.059 0.000 0.000 0.000 0.059 0.000 0.000 0.000 0.059 0.000 0.000 0.000 0.059 0.000 0.000 0.000 0.068 0.000 0.000 0.117 0.148 0.000 0.000 0.000 0.149 0.000 0.000 0.000 0.159 0.000 0.000 NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.037 0.000 0.000 0.000 0.037 0.000 0.000 0.000 0.037 0.000 0.000 0.000 0.037 0.000 0.000 0.000 0.043 0.000 0.000 0.073 0.093 0.000 0.000 0.000 0.093 0.000 0.000 0.000 0.099 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed NonRed Beam Number = 110 Span information (ft): l-End (209.74,-7.891, J-End 1219.23,2.721 Total Beam Length (ft) = 14.24 Loading information: PointLoads: oist DL0.99 1.98 2.15 0.7',1 6.46 0.5610.77 0.3211.67 0.82 LineLoads: Load Dist 1 0.00 0.992 0.00 0.99 CDL RedLL Red% NonRLL 1 .98 0.00 0.0 3.130.71 0.00 0.0 1.200.56 0.00 0.0 0.940.32 0.00 0.0 0.53 o.82 0.00 0.0 1.34 DL CDL LL 0.034 0.034 0.0000.037 0.037 0.0000.042 0.042 0.135 0.046 0.046 0.149 Red% Type GLL NonRed 0.000 0.000NonRed 0.084 0.093 StorLL 0.00 0.00 0.00 0.00 0.00 Red% RoofLL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Redo/o CLL Snow 1.95 Snow 0.75 Snow 0.59 Snow 0.33 Snow 0.84 O Loads on Gravitv Beams O MM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 231365 09/15/05 09:12:35 Load J Dist 0.99 1't.67 0.99 1't.67 11.67 14.24 11.67 14.24 0.00 2.15 0.00 2.15 2.15 6.46 2.15 o..+o 6.46 10.77 o.r+o 10.77 10.77 14.24 10.77 14.24 0.00 14.24 DL 0.000 0.037 0.000 0.046 0.052 0.043 0.064 0.053 0.000 0.015 0.000 0.018 0.000 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 0.012 0.000 0.015 0.012 0.0'12 CDL 0.000 0.037 0.000 0.046 0.052 0.043 0.064 0.053 0.000 0.015 0.000 0.018 0.000 0.015 0.000 0.019 0.000 0.015 0.000 0.019 0.000 o.012 0.000 0.015 0.012 0.012 LL 0.000 0.000 0.000 0.149 0.000 0.000 0.206 o.171 0.000 0.000 0.000 0.059 0.000 0.000 0.000 0.059 0.000 0.000 0.000 0.059 0.000 0.000 0.000 0.048 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.000 0.093 0.000 0.000 0.129 0.107 0.000 0.000 0.000 0.037 0.000 0.000 0.000 0.037 0.000 0.000 0.000 0.037 0.000 0.000 0.000 0.030 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.'100 0.000 0.000 0.100 0.100 0.000 0.000 't0 11 12 IJ 15 Beam Number = 111 Span information (ft): l-End (210.40,-7.161, Total Beam Length (ft) = 23.81 J-End (218.47,15.241 Loading information: LineLoads: Load Dist 1 0.00 23.812 0.00 23.813 0.00 9.92 4 0.00 9.925 9.92 23.816 9.92 23.817 0.00 23.81 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed DL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.019 0.019 CDL o.040 0.040 0.050 0.050 0.000 o.040 0.000 0.050 0.040 0.040 0.050 0.050 0.019 0.019 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 241365 09/'15i05 09:12:35 Beam Number = 112 Span information {ft): l-End (217.52.0.81), J-End 1222.23,13.8E1 Total Beam Length (ft) = 13.89 Loading information: LineLoads:Load Dist1 0.00 13.892 0.00 '13.89 3 0.00 2-384 0.00 2.385 2.38 13.896 2.38 4? RO 7 0.00 13.89 DL 0.040 0.040 0.050 0.050 0.000 0.010 0.000 o.012 0.010 0.010 0.o12 0.012 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.000 0.010 0.000 0.012 0.010 0.010 0.012 0.012 0.010 0.010 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.000 0.038 0.000 0.000 0.038 0.040 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed Type NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.o24 0.000 0.000 o.024 0.025 0.000 0.000 CLL 0.000 0.000 0.123 o.124 0.048 0.049 0.000 0.000 CLL 0.000 0.000 0.100 0.100 Beam Number = 113 Span information (ft): l-End (194.49,-28.66), Total Beam Length (ft) =24.73 J-End (203.03,-5.45) Loading information: LineLoads:Load Dist 1 0.00 24.732 0.00 24.733 0.00 24.7s4 0.00 24.73 DL 0.068 0.069 0.061 0.062 o.024 0.o24 0.022 o.022 CDL 0.068 0.069 0.061 0.062 o.024 o.o24 0.022 o.o22 LL 0.000 0.000 0.1 96 0.198 0.096 0.098 0.000 0.000 Red% Beam Number = 114 Span information (ft): l-End (202.00,-31.39), Total Beam Length (ft) = 22.63 J-End (209.81,-10.15) Loading information: LineLoads: Load Dist 1 0.00 22.63 2 0.00 zz.oJ DL 0.040 0.040 0.050 0.050 CDL 0.040 0.040 0.050 0.050 LL 0.000 0.000 0.160 0.160 *"Y RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 251365 09/15/05 09:12:35 Beam Number = 115 Span information (ft): l-End (205.76,-32.76l,, Total Beam Length (ft) = 12.72 Load 4 o 'l Dist 0.00 't2.72 0.00 12.72 12.72 zz.oJ 12.72 22.63 0.00 22.63 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.014 0.014 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.014 0.014 LL 0.000 0.000 0.160 0.'160 0.000 0.000 0.160 0.000 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.107 0.107 0.000 0.000 0.107 0.000 0.000 0.000 J-End (210.15,-24.83t Loading information: LineLoads:Load Dist1 0.00 12.722 0.00 12.723 0.00 Z. IJ4 0.00 z. t)5 2.14 12.726 2.14 12.72 7 0.00 12.72 DL 0.040 0.040 0.050 0.050 0.043 0.043 0.053 0.053 0.043 0.000 0.053 0.000 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.043 0.043 0.053 0.053 0.043 0.000 0.053 0.000 0.010 0.010 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.171 0.171 0.000 0.000 o.171 0.000 0.000 0.000 NonRLL 0.45 0.17 0.79 LL 0-000 0.000 0.006 0.006 Red%TYPe NonRed NonRed NonRed NonRed NonRed NonRed NonRed Beam Number = 116 Span information (ft): l-End (221.99,-0.67), J-End (226.69,12.251 Total Beam Length (ft) ='13.75 Loading information: PointLoads: Dist DL 4.00 0.278.00 0.1011.38 0.50 LineLoads: Load Dist1 11 .38 13.752 11.38 13.75 CDL RedLL Red% 0.27 0.00 0.0 0.10 0.00 0.0 0.50 0.00 0.0 DL CDL0.038 0.0380.038 0.0380.002 0.0020.002 0.002 StorLL 0.00 0.00 0.00 *"Y Red% RoofLL 0.0 0.000.0 0.000.0 0.00 Type GLL NonRed 0.000 0.000NonRed 0.003 0.003 Red% CLL Snow O.28 Snow 0.10 Snow 0.49 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 261365 09/15/05 09:12:35 Beam Number = 117 Span information (ft): l-End (219.15,2.49), J-End (225.88,10.02) Total Beam Length (ft) = 10.10 Loading information: Load J )l o Dist 1't.38 13.75 0.00 13.75 0.00 4 '1. 7 4 0.00 13.75 Dist 0.00 10.10 0.00 9.94 9.94 '10.10 9.94 10.10 0.00 0.00 z- t3 2.15 6.46 z- tJ o.r+o 6.46 9.94 6.46 9.94 9.95 10.10 9.95 10.10 0.00 10.10 Type NonRed NonRed NonRed NonRed CLL 0.091 0.091 0.000 0.000 0.025 0.025 0.000 0.000 DL 0.045 0.045 0.010 0.010 0.013 0.013 0.0'10 0.010 GDL 0.045 0.045 0.0't 0 0.010 0.013 0.013 0.010 0.010 LL 0.145 0.145 0.000 0.000 0.050 0.050 0.000 0.000 Red% CDL RedLL Red% NonRLL StorLL0.22 0.00 0.0 0.37 0.00 0.08 0.00 0.0 0.14 0.00 DL CDL LL Red%0.000 0.000 0.0000.035 0.035 0.0000.000 0.000 0.000 0.043 0.043 0.1370.000 0.000 0.0000.001 0.001 0.0060.043 0.043 0.1370.042 0.042 0.135 0.007 0.007 0.000 0.0'15 0.015 0.0000.009 0.009 0 0300.019 0.019 0.0590.000 0.000 0.0000.015 0.015 0.0000.000 0.000 0.0000.019 0.019 0.0590.000 0.000 0.0000.012 0.o't2 0.0000.000 0.000 0.0000.015 0.015 0 0480.012 0.012 0.000 0.013 0.013 0.000 0.015 0.015 0.060 0.016 0.016 0.0630.010 0.010 0.0000.010 0.010 0.000 PointLoads: Oist 2.15 6.46 LineLoads: Load 1 L o 4 5 6 8 I 10 11 12 13 Red% RoofLL0.0 0.000.0 0.00 Type CLLNonRed 0.000 0.000NonRed 0.000 0.086NonRed 0.000 0.003NonRed 0.086 0.084 NonRed 0.000 0.000NonRed 0.019 0.037NonRed 0.000 0.000NonRed 0.000 0.037NonRed 0.000 0.000 NonRed 0.000 0.030 NonRed 0.000 0.000NonRed 0.030 0.031NonRed 0.000 0.000 Red% CLL Snow 0.23 Snow 0.09 DL o.22 0.08 Beam Number = 118 Span information (ft): l-End 1211.18,-6.29), J-End 1218.92,-9.1'll Total Beam Length (ft) = 8 24 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 271365 09/1 5/05 09: 1 2:35 Loading information: LineLoads: Load 1 z 4 6 e 9 1n 14 LL 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.200 0.200 0.000 0.000 0.159 0.159 0.000 0.000 0.199 0.199 0.000 0.000 J-End (217.56,-12.851 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Non Red NonRed Non Red Red%TYPe NonRed NonRed NonRed NonRed Non Red Non Red NonRed NonRed NonRed NonRed Beam Number = 119 Span information (ft): l-End (209.81,-10.03), Total Beam Length (ft) = 8.25 Loading information: LineLoads: Load 1 z 4 o 7 8 9 10 Dist 0.00 1.60 0.00 1.60 1.60 8.20 1.60 8.20 8.21 8.24 8.21 8.24 0.00 8.20 0.00 8.20 8.21 8.24 8.21 8.24 0.00 8.24 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.0'10 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 CLL 0.000 0.000 0.000 0.'100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.099 0.099 0.000 0.000 0.099 0.099 0.000 0.000 CLL 0.000 0.000 0.099 0.099 0.000 0.000 0.099 0.099 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 Dist 0.01 8.2'l 0.01 8.21 8.22 8.25 8.22 8.25 0.00 1.60 0.00 1.60 1.60 8.22 1.60 8.22 8.22 8.25 8.22 8.25 OL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 LL 0.000 0.000 0.159 0.159 0.000 0.000 0.199 0.199 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.200 0.200 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 281365 09/15/05 09:12:35 Load 11 DL 0.010 0.010 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.0'10 0.010 DL 0.000 0.032 0.000 0.040 0.010 0.010 0.012 0.012 0.012 CDL 0.010 0.010 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.01 0 0.010 LL 0.000 0.000 LL 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.200 0.200 0.000 0.000 0.160 0.160 0.000 0.000 o.200 0.200 0.000 0.000 Red%Type NonRed CLL 0.000 0.000 Dist 0.00 8.25 Beam Number = 120 Span information (ft): l-End (214.05,-3.08), J-End {.220.29,-5.351 Total Beam Length (ft) = 6.64 Loading information: LineLoads: Load 1 z J 4 o I q 10 11 Dist 0.00 1.60 0.00 1.60 1.60 6.59 1.60 6.60 6.64 6.60 6.64 0.00 6.60 0.00 6.60 6.61 6.64 o.o I 6.64 0.00 6.64 Dist 0.00 1.29 0.00 1.29 1.29 5.04 1.29 4.99 5.00 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed CLL 0-000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.000 0.081 0.000 0.000 0.o24 0.o24 0.024 Beam Number = 121 Span information (ft): l-End (216.92,0.13), Total Beam Length (ft) = 5.04 Loading information: LineLoads: Load 1 2 4 5 J-End (221.66,-1.59) CDL 0.000 0.032 0.000 0.040 0.010 0.010 o.012 0.012 0.012 LL 0.000 0.000 0.000 0.129 0.000 0.000 0.039 0.039 0.049 Red%Type NonRed NonRed NonRed NonRed Non Red O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 29/365 09/15105 09:12:35 Load o 7 8 I 10 Dist 5.04 0.00 4.99 0.00 4.99 5.00 5.04 5.00 E ni 0.00 5.O4 Dist 0.00 6.62 0.00 6.62 6.62 6.65 o-oz 6.65 0.00 1.60 0.00 1.60 1.60 o.oz 1.60 o.oz cl-oJ 6.65 o.oJ 6.65 0.00 6.65 DL o.o'12 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.012 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.0'10 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL o.024 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 LL 0.049 0.000 0.000 0.160 0.160 0.000 0.000 0.200 0.200 0.000 0.000 J-End (216.19,-16.61) Beam Number = 122 Span information (ft): l-End (209.94,-14.331, Total Beam Length (ft) = 6 65 Loading information: LineLoads: Load 1 J 4 o 7 8 I {n 11 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.200 0,200 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.200 0.200 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Beam Number = 123 Span information (ft): l-End (210.08,-18.641, Total Beam Length (ft) = 5.05 Loading information: LineLoads: J-End 1214.82,-20.36) O Loaos on Gravitv Beams O MM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 30/365 09/15/05 09:'12:35 Load 1 Dist 0.00 5.O2 0.00 5,O2 5.03 5.05 5.03 5.05 0.00 1.60 0.00 1.60 1.60 5.03 1.60 5.03 0.00 5.05 Dist 0.00 J.I+J 0.00 3.43 0.00 '1 .60 0.00 1.60 1.60 3.43 1.60 3.43 0.00 3.45 DL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 CDL 0.040 0,040 0.050 0.050 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.0'10 0.010 coL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.200 0.200 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 Red% Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed Non Red NonRed NonRed NonRed NonRed Type NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 GLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 Beam Number = 124 Span information (ft): l-End (210.21,-22.941, Total Beam Length (ft) = 3.45 Loading information: LineLoads: Load 1 2 4 f, 6 Beam Number = 125 Span information (ft): l-End (210.35,-27.251, Total Beam Length (ft) = 1 85 Loading information: LineLoads: Load ,| J-End (213.46,-24.121 J-End (212.09,-27.881 CDL 0.040 Dist 0.00 LL 0.000 Red%CLL 0.000 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 31/365 09/15/05 09:12:35 Load Dist 1.83 0.00 1.83 0.00 '1 .84 0.00 1.84 0.00 1.85 Dist 0.00 1.60 0.00 1.60 '1.60 2.89 1.60 "Rq2.90 2.95 2.90 2.95 0.00 2.90 0.00 2.90 2.91 2.95 2.91 2.95 0.00 2.95 DL 0.040 0.050 0.050 0.000 0.046 0.000 0.057 0.010 0.010 CDL 0.040 0.050 0.050 0.000 0.046 0.000 0.057 0.010 0.010 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 TYPe NonRed NonRed Non Red NonRed CLL 0.000 0.100 0.100 0.000 0.000 0.000 0.115 0.000 0.000 CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.'100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 LL 0.000 0.160 0.160 0.000 0.000 0.000 o.184 0.000 0.000 J-End (22s.36,3.09) Beam Number = 126 Span information (ft): l-End (220.59,4.10), Total Beam Length 1ft; = 2 95 Loading information: LineLoads: Load 1 z 4 3 o 7 8 q 10 11 DL 0.000 0.032 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0_000 0.000 0.200 0.200 0.000 0.000 0.160 0.'t 60 0.000 0.000 0.200 0.200 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed NonRed NonRed NonRed Beam Number = 127 Span information (ft): bEnd (223.46,7.311, Total Beam Length (ft) = 1.35 Loading information: LineLoads: Load 1 J-End (224.73,6.8s1 CDL 0.000 0.032 Dist 0.00 1.29 LL 0.000 0.000 Red%Type NonRed GLL 0.000 0.000 O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 321365 09/15/05 09:12:35 Dist 0.00 1.25 1.30 1.35 1.30 1.35 0.00 1.29 0.00 1.29 1.30 1.35 1.30 1.35 0.00 1.35 PointLoads: Dist DL CDL 2.48 2.56 2.563.37 2.53 2.530.00 0.0 -o.74 cr.oJ z.oo z.oo7.37 1.05 1.05 LineLoads:Load Dist1 0.00 '10.79 RedLL Red%0.00 0.00.00 0.00.00 0.00.00 0.00.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed StorLL 0.00 0.00 0.00 0.00 0.00 0.00 StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.00Snow 2.530.00 0.0 0.000.00 0.0 0.00 Red% Type NonRed CLL 0.000 0.081 0.000 0.000 0.081 0.084 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 Red% RoofLL0.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.00 Load z DL 0.000 0.040 0.032 0.034 0.040 o.042 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.000 0.040 0.032 0.034 0.040 0.o42 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.0't0 0.010 LL 0.000 o.129 0.000 0.000 o.162 0.169 0.000 0.000 0.160 0.'t 60 0.000 0.000 0.200 0.200 0.000 0.000 Beam Number = 128 Span information (ft): l-End (183.18,1.771, J-End (153.31,-1.921 Total Beam Length (ft) = 10.79 O Loading information: NonRLL 4.06 5.56 0.00 4.ZC 2.19 LL 0.000 0.000 Red% CLLSnow 2.54Snow 2.53 Snow 2.65Snow 1.10 DL 0.016 0.016 CDL 0.016 0.016 CLL 0.000 0.000 Beam Number = 129 Span information (ft): l-End (169.37,6.80), J-End (183.1E,1.771 Total Beam Length (ft) = 14.69 Loading information: PointLoads:Dist DL CDL RedLL4.50 2.78 2.78 0.004.50 0.21 0.21 0.009.00 2.66 2.66 0.009.00 0.19 0.19 0.0012.37 2.79 2.79 0.0013.08 2.54 2.54 0.00 LineLoads: Red% NonRLL0.0 4.450.0 0.360.0 4.240.0 0.310.0 4.600.0 4.o4 Red% CLL Snow 2.78 Snow O.22Snow 2.65Snow 0.19 Snow 2.80Snow 2.52 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 33/365 09/15/05 09:12:35 Load 1 Dist 0.00 14.69 Dist 0.00 1.98 0.00 1.98 0.00 1.98 Dist 0.00 1.98 0.00 1.98 0.00 1.98 0.00 1.98 0.00 1.98 DL 0.019 0.019 DL 0.090 0.090 0.113 0.113 0.o10 0.010 DL 0.010 0.0'10 0.013 0.0'13 0.045 0.045 0.056 U.UCb 0.010 0.010 GDL 0.019 0.0't 9 CDL 0.090 0.090 0.113 0.113 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.045 0.045 0.056 0.056 0.010 0.010 LL 0.000 0-000 LL 0.000 0.000 0.s60 0.360 0.000 0.000 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.180 0.'180 0.000 0.000 Red%Type NonRed Redo/o Type Non Red NonRed NonRed Red% Type NonRed NonRed NonRed N onRed NonRed CLL 0.000 0.000 Beam Number = 130 Span information {ft); l-End (172.92.3.40), J-End (173.60,5.26) Total Beam Length (ft) = 1.98 Loading information: LineLoads: Load I 2 J Beam Number = 131 Span information (ft): l-End (168.70,4.94), Total Beam Length (ft) = 1.98 Loading information: J-End (169.37,6.80) LineLoads: Load 1 2 J )l DL 0.090 0.090 0.113 0.113 o.o22 CDL 0.090 0.090 0.113 0.113 0.022 LL 0.000 0.000 0.360 0.360 0.000 CLL 0.000 0.000 0.225 0.225 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0-000 0.113 0.113 0.000 0.000 GLL 0.000 0.000 o.225 o.225 0.000 Beam Number = 132 Span information (ft): l-End {173.60,5.26}, Total Beam Length (ft) = 24.73 J-End (182.06,28.50) Loading information: LineLoads: Load Dist1 0.00 z4-t J2 0.00 24.733 0.00 Red% Type NonRed NonRed NonRed O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 34/365 09/15/05 09:12:35 CDL o.022 Load Dist 24.73 DL o.o22 OL 0.010 0.010 0.013 0.013 0.045 0.045 0.056 0.056 0.o22 o.o22 CDL 0.010 0.010 0.013 0.013 0.045 0.045 0.056 0.056 o.o22 0.022 LL 0.000 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.180 0.180 0.000 0.000 Type Red% Type NonRed Non Red NonRed NonRed NonRed CLL 0.000 CLL 0.000 0.000 0.025 o.o25 0.000 0.000 0.1 13 0.1 13 0.000 0.000 Beam Number = 133 Span information (ft): l-End (169.37,6.80), J-End (177.83,30.04) Total Beam Length (ft) =24.73 Loading information: LineLoads: Load Dist1 0.00 24.732 0.00 z+-tJ3 0.00 24.734 0.00 24.735 0.00 24.73 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 35/365 09/15i05 09:12:35 O Beam Number=31 Span information (ft): l-End (143.11,59.75), Total Beam Lengtn 1ft) = 3 gg Loading information: Pointloads: Dist 2.75 LineLoads: Load 1 2 Loading information: PointLoads:Dist DL CDL RedLL2.34 0.89 0.89 0.003.23 2.31 2.31 0.000.00 0.0 -0.51 0.006.46 0.97 0.97 0.00 Beam Number = 35 Span information (ft): l-End (145.07,2O.231, J-End (170.85,10.85) Total Beam Length (ft) = 27.43 CLL 0.000 0.000 0.006 0.006 0.102 0.100 0.000 0.000 Red% RoofLL Red%0.0 0.00 Snow Type CLL NonRed 0.000 0.000 NonRed 0.025 0.025 NonRed 0.000 0.000 Red% RoofLL Red% 0.0 0.00 Snow0.0 0.00 Snow 2.250.0 0.00 Snow Story: low roof a Units: kips, ft Floor Type: LOW ROOF Beam Number = 20 Span information (ft): l-End (134.88,6.20), J-End (140.58,21.87) Total Beam Length (ft) = 16.67 Loading information: LineLoads:Load Dist 1 0.00 16.67 2 0.00 16.67 3 0.00 16.67 4 0.00 16.67 DL 0.043 o.042 0.003 0.003 0.051 0.050 o-012 o.012 CDL 0.043 o.o42 0.003 0.003 0.051 0.050 o.o12 0.012 LL 0.000 0.000 0.010 0.010 o.204 0.200 0.000 0.000 Red% NonRLL0.0 1.500.0 5.01 0.0 0.000.0 1.63 Red% Type NonRed NonRed NonRed NonRed StorLL 0.00 *'11: StorLL 0.00 0.00 Snow 0.00 J-End (145,9s,s8.72l, DL CDL RedLL Red% NonRLL 1.'t8 1.18 0.00 0.0 '1.97 Dist DL CDL LL 0.00 0.010 0.010 0.0003.00 0.010 0.010 0.000 0.00 0.01 3 0.013 0.0503.00 0.013 0.013 0.050 0.00 0.014 0.014 0.000 3.00 0.014 0.014 0.000 CLL 0.99 CLL 0.94 2.25 1.02 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 36/365 09/15/05 09:12:35 Dist T .ZJ 0.00 10.46 11.23 0.00 14.46 15.23 0.00 18.46 19-23 0.00 22.46 23.2s 0.00 25.93 0.00 LineLoads: Load 1 RedLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DL CDL2.26 2.260.0 -0.61 0.95 0.952.20 2.200.0 -o.72 0.95 0.95 2.14 2.140.0 -0.84 0.95 0.95 2.07 2.O7 0.0 -o.97 1.06 1.06 1.72 1.72 0.0 -0.89 'l .19 1.19o.0 -0.51 Dist 0.00 21 .15 Red% NonRLL0.0 5.010.0 0.000.0 1.610.0 5.010.0 0.00 0.0 1.61 0.0 5.010.0 0.000.0 1.610.0 5.010.0 0.00 0.0 '1.80 0.0 4.180.0 0.000.0 2.610.0 0.00 LL 0.000 0.000 StorLL Red% RooftL 0.00 0.0 0.00 Snow 2.2O0.00 0.0 0.00 0.00 0.0 0.00 Snow 2.140.00 0.0 0.000.00 0.0 0.00Snow 2.080.00 0.0 0.000.00 0.0 0.00Snow 2.020.00 0.0 0.000.00 0.0 0.00 Snow 1.640.00 0.0 0.00 Snow 1.05 Red% Type NonRed Red% CLL Snow 2.2O Snow '1.00 Snow 2.14 Snow 1.00 Snow 2.08 Snow 1.00 Snow 2.02 Snow 1.13Snow 1.64 Snow 1 .05 DL CDL 0.050 0.050 0.050 0.050 CLL 0.000 0.000 Beam Number = 37 Span information (ft): l-End (145.93,58.721, J-End (153.40,56.00) Total Beam Length (ft) = 7 96 Loading information: PointLoads: Dist "oRLineLoads: Load ,| 2 RedLL 0.00 0.00 NonRLL 0.13 0.09 DL CDL RedLL Red% NonRLL 2.66 2.66 0.00 0.0 5.23 Dist DL CDL LL 0.00 0.010 0.010 0.000 7.96 0.010 0.0'10 0.000 0.00 0.013 0.0't3 0.050 7.96 0.013 0.013 0.0500.00 0.014 0.014 0.0007.96 0.014 0.014 0.000 StorLL 0.00 *'Y RoofLL 0.00 CLL 0.000 0.000 0.025 0.025 0.000 0.000 CLL 2.63 Red% 0.0 Type NonRed NonRed NonRed Red% Snow Beam Number = 49 Span information (ft): l-End (154.63,-2'1.871, J-End (166.89,12.25) Total Beam Length (ft) = 36.29 Cantilever on left (ft) = 11.25 Loading information: PointLoads:Dist DL0.00 0.080.00 0.05 LineLoads: GLL 0.06 0.04 Red% 0.0 0.0 CDL 0.08 0.05 StorLL 0.00 0.00 Red% RoofLL Red% 0.0 0.00 Snow0.0 0.00 Snow O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 371365 09/15/05 09:12:35 Load 1 Dist 0.00 0.75 0.00 o.75 u./5 11.25 o-75 11.25 11.25 36.29 '11.25 36.29 0.00 't1.25 0.00 11.25 0.00 11.25 't1.25 36.29 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.066 0.067 0.083 0.084 0.026 0.026 0.032 0.033 0.026 0.026 0.026 0.026 CDL 0.010 0.010 0.013 0.013 0.026 0.026 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.331 0.335 0.000 0.000 o.128 0.131 0.000 0.000 0.000 0.000 Red%Type Non Red NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.165 0.168 0.000 0.000 0.064 0.065 0.000 0.000 0.000 0.000 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.066 0.067 0.083 0.084 0.026 0.026 0.o32 0.033 0.026 0.026 0.026 0.026 CDL RedLL 0.00 0.00 J-End (162.28,-12.68) 10 Beam Number = 52 Span information (ft): l-End (156.26,-10.49), Total Beam Length (ft) = 6.41 Loading information: PointLoads: Dist DL 2.31 4.74 4.93 3.09 LineLoads:Load Dist't 4.93 6-412 4.93 6.413 0.00 6.41 Red% Type CLL NonRed 0.000 0.000NonRed 0.025 0.025 NonRed 0.000 0.000 Red% RoofLL0.0 0.000.0 0.00 Red% RoofLL Red%0.0 0.00 Snow CDL RedLL4.74 0.003.09 0.00 DL 0.010 0.010 0.013 0.013 0.026 0.026 NonRLL 8.90 5.26 LL 0.000 0.000 0.050 0.050 0.000 0.000 StorLL 0.00 0.00 StorLL 0.00 Red% CLLSnow 4.45Snow 2.63 Red% 0.0 0.0 Beam Number = 61 Span information (ft): l-End (168.70,4.94), J-End (170.85,10.85) Total Beam Length (ft) = 6.29 Loading information: PointLoads: Dist DL1.98 5.97 LineLoads: Red% NonRLL 0.0 9.34 CLL 0.00 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 38/365 09/15/05 09:12:35 Load 1 Dist 0.00 6.29 0.00 6.29 0.00 6.29 0.00 6.29 0.00 6.29 CDL 0.015 0.015 0.019 0.019 0.010 0.010 0.013 0.013 0.012 0.012 LL 0.000 0.000 0.075 o.075 0.000 0.000 0.050 0.050 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.037 0.038 0.000 0.000 0.025 0.025 0.000 0.000 DL 0.015 0.015 0.0tI 0.019 0.010 0.010 0.013 0.013 o.012 0.012 CDL RedLL4.37 0.004.53 0.00 DL 0.026 0.026 Beam Number = 70 Span information (ft): l-End (132.02,-1.67), J-End (140.08,.4.60) Total Beam Length (ft; = 6.59 Loading information: PointLoads: Dist 4.11 8.'t 1 LineLoads: Load 1 CDL RedLL Red% NonRLL4.74 0.00 0.0 9.124.95 0.00 0.0 9.535.17 0.00 0.0 9.955.39 0.00 0.0 10.38 DL CDL LL 0.050 0.050 0.000 0.050 0.050 0.000 Red% GLL Snow 4.21 Snow 4.36 Red% 0.0 0.0 CDL 0.026 0.026 OL 4.37 4.53 Dist 0.00 8.58 NonRLL 8.42 8.72 LL 0.000 0.000 Redo/o RoofLL0.0 0.000.0 0.00 Red%o RoofLL0.0 0.000.0 0.000.0 0.000.0 0.00 Beam Number = 71 Span information (ft): l-End (140.08,4.60), J'End (156.26,.10.49) Total Beam Length (ft) = 17.21 Loading information: PointLoads: Oist 3.52 7.52 11.52 15.52 LineLoads: Load ,| DL 4.74 4.95 5.17 5.39 StorLL 0.00 0.00 0.00 0.00 CLL 0.000 0.000 Dist 0.00 17.21 Red% Type NonRed O Beam Number=72 Span information (ft): l-End (151.12,-19.79), Total Beam Length (ft) = 35.54 Cantilever on left (ft) = 10 50 StorlL 0.00 0.00 Red% Type CLL NonRed 0.000 0.000 Red% CLL Snow 4.56 Snow 4.77 Snow 4.98 Snow 5.19 J-End (163.14,1s.66) RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 39/365 09115105 09:12:35 Loading information: Pointloads: Dist 0.00 0.00 LineLoads: Load 1 2 tl 5 o 8 9 10 CDL RedLL 0.08 0.000.09 0.00 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.080 0.080 0.'l00 0.100 0.040 0.040 0.050 0.050 0.026 0.026 0.026 0.026 Red% NonRLL 0.0 0.130.0 0.15 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.400 0.400 0.000 0.000 0.200 0.200 0.000 0.000 0.000 0.000 Red% RoofLL0.0 0.000.0 0.00 Red% CLL Snow 0.06 Snow 0.08 DL 0.08 0.09 Dist 0.00 i 7E, 0.00 0.75 10.50 10.50 10.50 35.54 10.50 35.54 0.00 10.50 0.00 10.50 0.00 10.50 10.50 35.54 Dist 0.00 0.75 0.00 o.75 .\'7E 9.00 i -74, 9.00 9.O0 34.O4 9.00 34.O4 0.00 StorLL 0.00 0.00 Red% StorLL 0.00 0.00 Type NonRed NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed Non Red CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.200 0.200 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.000 Beam Number = 74 Span information (ft): l-End (144.11,-15.64), Total Beam Length (ft) = 34.04 Cantilever on left ittl = I gg Loading information: PointLoads: Oist 0.00 0.00 LineLoads: Load 1 2 4 6 7 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.080 0.080 0.100 0.'100 0.040 0.040 0.050 0.050 0.026 0.026 0.426 0.026 CDL RedLL Red%0.08 0.00 0.00.09 0.00 0.0 OL CDL 0.000 0.000 0.040 0.040 0.000 0.000 0.050 0.050 0.040 0.040 0.040 0.0400.050 0.0500.050 0.0500.080 0.0800.080 0.0800.'t00 0.1000.100 0.1000.040 0.040 J-End (155.62,16.39) Red% Snow Snow Redo/o 0.0 0.0 DL 0.08 0.09 NonRLL 0.13 0.'t5 LL 0.000 0.000 0.000 o.200 0.000 0.000 0.200 0.200 0.000 0.000 0.400 0.400 0.000 RoofLL 0.00 0.00 CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.200 o.200 0.000 CLL 0.06 0.08 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 40/365 09/15/05 09:12:35 10 Dist 9.00 0.00 9.00 0.00 9.00 9.00 34.O4 DL 0.040 0.050 0.050 0.026 o.026 0.026 0.026 CDL 0.040 0.050 0.050 0.026 0.026 0.026 0.026 Red% 0.0 0.0 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.080 0.080 0.100 0.100 0.040 0.040 0.050 0.050 0.026 0.026 0.026 0.026 Type NonRed NonRed NonRed CLL 0.000 0.100 0.100 0.000 0.000 0.000 0.000 LL 0.000 0.200 0.200 0.000 0.000 0.000 0.000 J-End (151.86,17.761 Beam Number = 75 Span information (ft): l-End (140.61,-13.571, Total Beam Length (ft) = 33.29 Cantilever on left ft1= 6.25 Loading information: PointLoads: Dist 0.00 0.00 LineLoads: Load 1 2 4 D 7 8 I 10 Beam Number = 76 Span information (ft): l-End (137.10,-11.50), Total Beam Length (ft) = 32.54 Cantilever on left (ft) = 7.59 Loading information: PointLoads: Red% Type CLL NonRed 0.000 0.000NonRed 0.000 0.100NonRed 0.000 0.000 NonRed 0.100 0.100NonRed 0.000 0.000NonRed 0.200 0.200NonRed 0.000 0.000NonRed 0.100 0.100NonRed 0.000 0.000 NonRed 0.000 0.000 DL 0.08 0.09 Dist 0.00 0.75 0.00 0.75 0.75 8.25 o.75 8.25 8.25 JJ.ZV 8.25 0.00 8.25 0.00 8.25 0.00 8.25 8.25 33.29 NonRLL 0.13 0.15 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.400 0.400 0.000 0.000 0.200 0.200 0.000 0.000 0.000 0.000 StorLL 0.00 0.00 CDL RedLL0.08 0.000.09 0.00 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.080 0.080 0.100 0.100 0.040 0.040 0.050 0.050 0.026 0.026 0.026 0.026 Red% RoofLL0.0 0.000.0 0.00 Red% CLLSnow 0.06Snow 0-08 J-End (148.10,19.13) RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 411365 09/15/05 09:'12:35 Dist nnn 0.00 LineLoads: Load 1 2 tl o e o 1n DL CDL RedLL Red% NonRLL 0.08 0.08 0.00 0.0 0.13 0.09 0.09 0.00 0.0 0.15 Dist DL CDL LL 0.00 0.000 0.000 0.000 0.75 0.040 0.040 0.000 0.00 0.000 0.000 0.000 0.75 0.050 0.050 0.200 0.75 0.040 0.040 0.0007.50 0.040 0.040 0.000 0.75 0.050 0.050 0.2007.50 0.050 0.050 0.2a0 7.50 0.080 0.080 0.00032.54 0.080 0.080 0.000 7.50 0.100 0.100 0.400 32.54 0.100 0.'100 0.400 0.00 0.040 0.040 0.000 7.50 0.040 0.040 0.000 0.00 0.050 0.050 0.200 7.50 0.050 0.050 0.200 0.00 0.026 0.026 0.000 7.50 0.026 0.026 0.000 7.50 0.026 0.026 0.00032.54 0.026 0.026 0.000 DL CDL RedLL 0.08 0.08 0.00 0.09 0.09 0.00 Dist DL 0.00 0.000o.75 0.0410.00 0.0000.75 0.0520.75 0.041 6.75 0.041 0.75 0.052 6.75 0.05'l6.75 0.08131.75 0.080 6.75 0.101 31 .79 0.1000.00 0.0406.75 0.0400.00 0.050 StorLL Red% RoofLL Red%0.00 0.0 0.00 Snow0.00 0.0 0.00 Snow Red% Type CLL NonRed 0.000 0.000NonRed 0.000 0.100NonRed 0.000 0.000NonRed 0.100 0 100NonRed 0.000 0.000 NonRed 0.200 0.200 NonRed 0.000 0.000 NonRed 0.100 0.100 NonRed 0.000 0.000 NonRed 0.000 0.000 CLL 0.06 0.08 Beam Number = 77 Span information (ft): l-End (133.60,-9.421, J-End (144.34,20.50) Total Beam Length (ft) = 31.79 Cantilever on left (ft) = 6.75 Loading information: PointLoads: Dist 0.00 0.00 LineLoads: Load 'l z 5 o 7 I StorLL Red% RoofLL Red% CLL 0.00 0.0 0.00 Snow 0.070.00 0.0 0.00 Snow 0.08 Red% NonRLL 0.0 0.130.0 0.15 CDL 0.000 0.041 0.000 0.052 0.041 0.041 0.052 0.051 0.081 0.080 0.101 0.100 0.040 0.040 0.050 LL 0.000 0.000 0.000 Q.207 0.000 0.000 o.207 o.205 0.000 0.000 0.405 0.400 0.000 0.000 0.200 CLL 0.000 0.000 0.000 0.103 0.000 0.000 0.103 0.103 0.000 0.000 0.203 0.200 0.000 0.000 0.100 Red% Type NonRed Non Red Non Red NonRed NonRed NonRed NonRed NonRed RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 42/365 09/15/05 09:12:35 10 Dist o./c 0.00 6.75 3'1.79 Dist 0.00 4.20 0.00 4.20 0.00 4.20 0.00 4.20 o.00 4.20 Dist 0.00 4.O7 0.00 4.07 0.00 4.07 0.00 4.07 0.00 4.O7 DL 0.050 0.026 0.026 0.026 0.026 DL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.0'10 0.010 DL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.050 0.026 0.026 0.026 0.026 CDL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.037 0.000 0.000 0.000 0.050 0.050 0.000 0.000 LL 0.000 0.000 0.037 0.000 0.000 0.000 0.050 0.050 0.000 0.000 Red% Red% Type NonRed NonRed Type NonRed Non Red NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed CLL 0.100 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.018 0.000 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.018 0.000 0.000 0.000 0.025 0.025 0.000 0.000 LL 0.200 0.000 0.000 0.000 0.000 J-End (133.60,-9.42) Beam Number = 78 Span information (ft): l-End (129.97,-7.30), Total Beam Length (ft) = 4 20 Loading information: LineLoads: Load 1 2 o 4 Beam Number = 79 Span information (ft): l-End (133.60,-5.421, Total Beam Length (ft) = 4 07 Loading information: LineLoads: Load 1 2 .) 4 J-End (137.10,-11.s0) Beam Number = 80 Span information (ft): l-End (137.10,-11.50), Total Beam Length (ft) = 4.07 J-End (140.61 ,-13.571 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 43/365 09/15i05 09:12:35 Loading information: LineLoads: Load 4 z 4 Dist 0.00 4.07 0.00 4.O7 0.00 4.07 0.00 4.07 0.00 4.O7 Dist 0.00 4.07 0.00 4.07 0.00 4.O7 0.00 4.07 0.00 4.07 Dist 0.00 4.O7 0.00 4.O7 0.00 4.O7 0.00 4.07 0.00 4.O7 DL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.0'10 DL 0.007 0.000 0.009 0.000 0.010 0.0't 0 0.013 0.013 0.010 0.010 DL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.0'13 0.010 0.010 CDL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.037 0.000 0.000 0.000 0.050 0.050 0.000 0.000 LL 0.000 0.000 0.037 0.000 0.000 0.000 0.050 0.050 0.000 0.000 Red%Type NonRed Non Red NonRed NonRed NonRed CLL 0.000 0.000 0.018 0.000 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.018 0.000 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.018 0.000 0.000 0.000 0.025 o.o25 0.000 0.000 J-End (154.63,-21.871 Red% Type NonRed NonRed NonRed NonRed Non Red Red% Type NonRed NonRed NonRed NonRed NonRed Beam Number = 84 Span information (ft): l-End (151.12,-19.79l., Total Beam Length (ft) = 4.07 Loading information: LineLoads: Load )| 2 A Beam Number = 89 Span information (ft): l-End (140.61,-13.57), Total Beam Length (ft) = 4.07 Loading information: LineLoads: Load ,| 2 ^ LL 0.000 0.000 0.037 0.000 0.000 0.000 0.050 0.050 0.000 0.000 J-End (144.11,-15.64) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 441365 09/15/05 09:12:35 Beam Number = 90 Span information (ft): l-End 1147.62,-17.721, J-End (159.38,15.03) Total Beam Length (ft) = 34.79 Cantilever on left (ft) = I 75 Loading information: PointLoads: Dist 0.00 0.00 LineLoads: Load 1 2 o 7 I o 10 Beam Number = 91 Span information (ft): l-End (147.62,-17.721, Total Beam Length (ft) = 4.07 Loading information: J-End (151.12,-19.79) LineLoads: Load 1 2 .) 4 DL CDL RedLL 0.08 0.08 0.000.09 0.09 0.00 Dist DL0.00 0.0000.75 0.0400.00 0.0000.75 0.0500.75 0.0409.75 0.0400.75 0.050s.75 0.0509.75 0.08034.79 0.0809.75 0.10034.79 0.100 0.00 0.040 9.75 0.0400.00 0.0509.75 0.0500.00 0.0269.75 0.0269.75 0.02634.79 0.026 Red% NonRLL0.0 0.130.0 0.15 Red% 0.0 0.0 Type NonRed Non Red NonRed NonRed NonRed Non Red NonRed NonRed NonRed NonRed StorLL 0.00 0.00 *"1"1: RooflL 0.00 0.00 CLL 0.000 0.000 o.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.200 0.200 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.000 CLL 0.06 0.08 Red% Snow Snow Dist 0.00 4.O7 0.00 4.O7 0.00 4.O7 0.00 0.00 4.O7 DL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.0'10 CDL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.0'10 0.010 Red%Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.018 0.000 0.000 0.000 0.025 0.025 0.000 0.000 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.080 0.080 0.100 0.100 0.040 0.040 0.050 0.050 0.026 0.026 0.026 0.026 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.400 0.400 0.000 0.000 0.200 0.200 0.000 0.000 0.000 0.000 LL 0.000 0.000 0.037 0.000 0.000 0.000 0.050 0.050 0.000 0.000 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 451365 09/15i05 09:12:35 Beam Number = 92 Span information (ft): l-End (144.11,-15.64), J-End (147.62,-17.721 Total Beam Length (ft) = 4 07 Loading information: LineLoads: Load I z 1 Beam Number = 95 Span information (ft): l-End (169.95,49.98), J-End (183.32,45.111 Total Beam Length (ft) = 14.23 Loading information: PointLoads: Dist DL1.25 2.675.25 2.679.25 2.96 LineLoads:Load Dist 1 0.00 14.232 0.o0 14.233 0.00 '14.23 Beam Number = 98 Span information (ft): Total Beam Length Loading information: PointLoads:Dist DLo.25 1.303.40 2.',t86.67 1.33 LineLoads: l-End (153.40,56.00), (ft) = 6.zs J-End (159.79,53.67) Red% RoofLL Red% CLL0.0 0.00 Snow 2.640.0 0.00 Snow 2.640.0 0.00 Snow 2.96 Type CLLNonRed 0.000 0.000 NonRed 0.025 0.025 NonRed 0.000 0.000 Red% RoofLL Red% CLL 0.0 0.00 Snow 1.120.0 0.00 Snow zjo 0.0 0.00 Snow 1.15 Dist 0.00 4.O7 0.00 4.O7 0.00 4.O7 0.00 4.O7 0.00 4.O7 DL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.007 0.000 0.009 0.000 0.010 0.010 0.013 0.01 3 0.010 0.010 LL 0.000 0.000 0.037 0.000 0.000 0.000 0.050 0.050 0.000 0.000 Red% StorLL 0.00 0.00 0.00 *"Y Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.018 0.000 0.000 0.000 0.025 0.025 0.000 0.000 CDL RedLL Red% NonRLL 2.67 0.00 0.0 5.26 2.67 0.00 0.0 5.26 2.96 0.00 0.0 5.90 DL CDL LL 0.010 0.010 0.000 0.010 0.010 0.000 0.013 0.013 0.050 0.013 0.013 0.050 0.026 0.026 0.000 0.026 0.026 0.000 GDL RedLL 1.30 0.00 2.18 0.001.33 0.00 Red% NonRLL 0.0 2.23 0.0 4.190.0 2-30 StorLL 0.00 0.00 0.00 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Dist 0.00 6.79 0.00 b./Y 0.00 6.79 Loading information: PointLoads: Dist DL 0.'15 1.554.06 2.668.06 2.67 LineLoads:Load Dist1 0.00 '10.81 2 0.00 10,8'13 0.00 10.8'1 CDL RedLL Red% NonRLL 1.55 0.00 0.0 2.79 2.66 0.00 0.0 5.24 2.67 0.00 0.0 5.26 DL CDL LL0.010 0.010 0.000 0.010 0.010 0.000 0.013 0.013 0.050 0.013 0.013 0.050 0.016 0.016 0.000 0.016 0.016 0.000 Load 1 CDL 0.010 0.010 0.013 0.013 0.014 0.014 0.000 0.000 0.050 0.050 0.000 0.000 Red% Snow Snow Snow CLL 1.40 2.63 z.o4 Beam Number = 100 Span information (ft): l-End ('t 56.87,-23.221, J-End (1 69.44,1 1.36) Total Beam Length (ft) = 36.79 Cantilever on left (ft) = 11.75 Loading information: PointLoads: Dist 0.00 LineLoads: Load 1 2 J 4 o Red% CLL Snow 0.04 DL 0.05 CDL RedLL Red% NonRLL 0.05 0.00 0.0 0.08 DL CDL LL0.000 0.000 0,0000.026 0.026 0.0000.000 0.000 0.000 0.032 0.032 0.128 0.026 0.026 0.000 0.026 0.026 0.000 0.032 0.032 0.'128 0.033 0.033 0.131 0.041 0.041 0.000 0.042 0.042 0.000 0.051 0.051 0.205 0.053 0.053 0.210 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.064 NonRed 0.000 0.000NonRed 0.064 0.065NonRed 0.000 0.000NonRed 0j02 0.105 StorLL 0.00 Red% RoofLL0.0 0.00 Dist 0.00 o.50 0.00 0.50 0.50 't't.75 0.50 11.75 1't.75 36.79 't1.75 JO-/Y O Loads on Gravitv BeamsO DL 0.010 0.010 0.013 0.013 0.014 0.014 Beam Number = 99 Span information (ft): l-End (159.79,53.67), J-End (169.95,49.98) Total Beam Length (ft) = '10.8'l StorLL 0.00 0.00 0.00 *"Y TYPe Non Red Non Red Non Red Red% 0.0 0.0 0.0 TyPe NonRed Non Red NonRed CLL 0.000 0.000 0.025 0.025 0.000 0.000 Roofl-L 0.00 0.00 0.00 CLL 0.000 0.000 0.025 0.025 0.000 0.000 Page 46/365 09/15/05 09:12:35 O toads on Gravitv BeamsO -RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 471365 09115105 09:12:35 Load Dist 0.00 11.75 0.00 11.75 0.00 11.75 11.75 36.79 Dist 0.00 t.oz 0.00 2.62 0.00 2.62 0.00 2.62 0.00 2.62 DL 0.010 0.010 0.013 0.013 0.026 0.026 0.026 0.026 DL 0.005 0.000 0.006 0.000 0.010 0.010 0.013 0.013 0.0't0 0.010 CDL 0.010 0.010 0.0'13 0.013 0.026 0.026 0.026 0.026 CDL 0.005 0.000 0.006 0.000 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.000 0.000 LL 0.000 0.000 0.025 0.000 0.000 0.000 0.050 0.050 0.000 0.000 Red%Type NonRed NonRed Non Red NonRed Type NonRed NonRed Non Red NonRed NonRed Type NonRed NonRed Non Red CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.012 0.000 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.090 0.090 0.000 0.000 10 Beam Number = 1O2 Span information (ft): l-End (154.63,-21.871, Total Beam Length (ft) = 2.62 Loading information: LineLoads: Load I z 4 Beam Number = 106 Span information (ft): l-End (134.65,6.29), Total Beam Length (ft) = 16.67 J-End (156.87,-23.221 Red% J-End (140.35,21.95) Loading information: LineLoads: Load Dist 1 0.00 16.672 0.00 16.673 0.00 '16.67 DL 0.036 0.036 0.045 0.045 0.012 0.012 CDL 0.036 0.036 0.045 0.045 0.o12 0.012 LL 0.000 0.000 0.144 0.144 0.000 0.000 *"Y Beam Number = 107 Span information (ft): l-End (148.50,29.66), Total Beam Length (ft) = 27.43 J-End ('174.28,20.281 O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 48/365 09/15/05 09:12:35 Beam Number = 108 Span information (ft): l-End (128.71,36.E7), J-End (148.50,29.66) Total Beam Length (ft) = 2'l .06 Cantilever on left (ft) = 2.62 Loading information: Loading information: PointLoads: Dist DL CDL 212 1.32 1.32 2.35 1.57 1.572.39 0.89 0.896.46 2.67 2.676.46 0.96 0.9610.46 2.67 2.6710.46 0.95 0.95 14.46 2.67 2.67 14.46 0.95 0.95'18.46 2.67 2.67 18.46 0.95 0.95 22.46 2.96 2.96 22.46 1.06 1.06 LineLoads:Load Dist1 0.00 27.43 PointLoads: Dist 0.00 0.00 5.7'l 0.00 5.71 8.46 8.71 8.71 12.69 12.69 16.67 16.67 16.92 20.06 20.06 LineLoads: Load 1 z DL 0.048 0.048 DL CDL RedLL0.34 0.34 0.000.47 0.47 0.000.85 0.85 0.000.0 -0.2s 0.00o.74 0.74 0.001.18 1.18 0.001.55 1.55 0.000.84 0.84 0.002.66 2.66 0.00 0.95 0.95 0.00 1.55 1.55 0.000.88 0.88 0.001.30 1.30 0.002.17 2.17 0.000.82 0.82 0.00 Dist DL0.00 0.0312.62 0.0312.62 0.03121-06 0.031 NonRLL StorLL Red% RoofLL 2.15 0.00 0.0 0.00 2.67 0.00 0.0 0.00 1.50 0.00 0.0 0.00 4.99 0.00 0.0 0.00 1.62 0.00 0.0 0.00 4.98 0.00 0.0 0.00 1.61 0.00 0.0 0.004.98 0.00 0.0 0.00 1.61 0.00 0.0 0.004.98 0.00 0.0 0.001.61 0.00 0.0 0.005.59 0.00 0.0 0.001.80 0.00 0.0 0.00 LL Red% Type CLL 0.000 NonRed 0.000 0.000 0.000 StorLL Red% RoofLL 0.00 0.0 0.00 0.00 0,0 0.00 0.00 0.0 0.00 Snow 0.88 0.00 0.0 0.00 0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 0.00 0.0 0.00 RedLL Red%0.00 0.00.00 0.00.00 0.00.00 0.00.00 0.0 0.00 0.00.00 0.00.00 0.0 0.00 0.00.00 0.0 0.00 0.00.00 0.00.00 0.0 CDL 0.048 0.048 CDL 0.031 0.03'1 0.031 0.031 Red% NonRLL0.0 0.590.0 0.78 0.0 1.86 0.0 0.00 0.0 1.22 0.0 1.87 0.0 2.63 0.0 1.400.0 4.950.0 1.600.0 2.630.0 1.480.0 2.110.0 3.930.0 1.36 Red% CLL Snow 1.14Snow 1.42 Snow 0.94 Snow 2.65 Snow 1 .01 Snow 2.64 Snow 1 .00Snow 2.64Snow 1.00Snow 2.64Snow 1 .00Snow 2.96Snow 1.13 Red% CLL Snow 0.33Snow 0.45Snow 0.88 Snow 0.76Snow 0.99Snow 1.40Snow 0.88Snow 2.63Snow 1.00Snow 1.4oSnow o.92 Snow 1.12Snow 2.09 Snow 0.85 LL 0.000 0.000 0.000 0.000 Red% Type Non Red CLL 0.000 0.000 0.000 0.000 NonRed O Loads on Graviw Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 49/365 09/'15105 09:12:35 Beam Number = 109 Span information (ft): l-End (127.74,26.541, J-End (131.17,35.97) Total Beam Length (ft) = 10.04 Loading information: LineLoads:Load Oist1 0.00 10.032 0.00 10.033 0.00 10.03 DL 0.057 0.057 o.o71 o.o71 0.010 0.010 CDL 0.057 0.057 o.071 0.071 0.010 0.010 LL 0.000 0.000 0.228 o.228 0.000 0.000 CLL 0.000 0.000 o.'143 0.143 0.000 0.000 CLL 0.000 0.000 0.152 0.'152 0.000 0.000 CLL 0.000 0.000 0.174 o.174 0.000 0.000 Red% Type NonRed NonRed Non Red Beam Number = 111 Span information (ft): l-End (130.64,25.49), Total Beam Length (ft) = 10.04 J-End (134.07,34.92) Loading information: LineLoads:Load Dist1 0.00 10.03 2 0.00 10.03 3 0.00 10.03 DL 0.061 0.061 0.076 0.076 0.010 0.010 CDL 0.061 0.06'1 0.076 0.076 0.010 0.010 LL 0.000 0.000 0.243 o.243 0.000 0.000 *"Y Type NonRed NonRed NonRed Type NonRed NonRed Non Red Beam Number = "113 Span information (ft): l-End (133.46,24.461, Total Beam Length (ft) = 10.04 J-End (136.89,33.89) Loading information: LineLoads: Load Dist 1 0.00 10.03 2 0.00 10.033 0.00 10.03 DL 0.070 0.070 0.087 0.087 0.010 0.010 CDL 0.070 0.070 0.087 0.087 0.010 0.010 LL 0.000 0.000 0.279 o.279 0.000 0.000 *"Y Beam Number = 114 Span information (ft): l-End (137.20,23.101, Total Beam Length (ft) = 10.04 J-End (140.63,32.s3) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 50/365 09l15lOS 09:12:35 Loading information: LineLoads: Load Dist1 0.00 10.032 0.00 10.03 3 0.00 10.03 DL 0.080 0.080 0.099 0.099 0.010 0.010 CDL 0.080 0.080 0.099 0.099 0.010 0.010 LL 0.000 0.000 0.318 0.318 0.000 0.000 *"Y Type NonRed NonRed Non Red Type NonRed NonRed NonRed Type NonRed CLL 0.000 0.000 0.199 0.199 0.000 0.000 CLL 0.000 0.000 0.184 0.184 0.000 0.000 CLL 0.000 0.000 0.168 0.170 0.000 0.000 CLL 0.000 0.000 Beam Number = 115 Span information (ft): l-End (140.94,21.741, Total Beam Length (ft) = 10.04 J-End (144.37,31.171 Loading information: LineLoads: Load Dist 1 0.00 10.03 2 0.00 10.033 0.00 10.03 DL o.o74 0.o74 0.o92 0.092 0.010 0.010 CDL o.o74 0.o74 0.092 0.092 0.010 0.010 LL 0.000 0.000 0.295 0.295 0.000 0.000 *"Y Beam Number = 117 Span information (ft): l-End (144.'12,20.58), Total Beam Length (ft) = 10.04 J-End (147.56,30.01) Loading information: LineLoads: Load Dist1 0.00 10.032 0.00 10.03 3 0.00 10.03 DL 0.067 0.068 0.084 0.085 0.010 0.010 CDL 0.067 0.068 0.084 0.085 0.010 0.010 LL 0.000 0.000 0.269 0.272 0.000 0.000 Red% Type NonRed Non Red Non Red Beam Number = 119 Span information (ft): l-End (147.26,19.43), Total Beam Length (ft) = 10.04 J-End (150.75,28.85) Loading information: LineLoads:Load Dist 1 0.00 '10.03 DL 0.075 0.075 CDL 0.075 0.075 LL 0.000 0.000 Red% O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 51/365 09115105 09:12:35 Beam Number = 123 Span information (ft): l-End (151.14,18.03), Total Beam Length (ft) = 10.04 Load z J Dist 0.00 10.03 0.00 10.03 DL 0.093 0.093 0.010 0.010 CDL 0.093 0.093 0.010 0.010 LL 0.299 0.298 0.000 0.000 *"Y Type NonRed NonRed Type NonRed Non Red NonRed Type NonRed Non Red NonRed CLL o.187 0.187 0.000 0.000 CLL 0.000 0.000 0.203 o.202 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 J-End (154.57,27.461 Loading information: LineLoads: Load Dist 1 0.00 10.03 2 0.00 10.03 3 0.00 10.03 DL 0.081 0.081 o.102 0.10'1 0.010 0.010 CDL 0.081 0.081 o.102 0.101 0.010 0.0'10 LL 0.000 0.000 o.325 0.323 0.000 0.000 *"Y O Beam Numbe r = 124 Span information (ft): l-End (154.E9,16.66), Total Beam Length (ft) = 10.04 J-End (15E.33,26.09) Loading information: LineLoads: Load Dist 1 0.00 10.03 2 0.00 10.03 3 0.00 10.03 DL 0.080 0.080 0.100 0.'t00 0.010 0.010 CDL 0.080 0.080 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.320 0.320 0.000 0.000 Red% Type NonRed NonRed NonRed Beam Number = 125 Span information (ft): l-End (158.65,15.291, Total Beam Length (ft) = 10.04 J-End (162.09,24.721 Loading information: LineLoads: Load Dist 1 0.00 10.03 2 0.00 10.033 0.00 10.03 DL 0.080 0.080 0.'100 0.'100 0.0'10 0.010 CDL 0.080 0.080 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.320 o.320 0.000 0.000 Red% RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 52i365 09/15/05 09:12:35 Beam Number = 126 Span information (ft): l-End (162.41,13.921, J-End (165.84,23.35) Total Beam Length (ft) = 14.O4 Loading information: LineLoads: Load Dist 1 0.00 10.032 0.00 10.03 3 0.00 10.03 DL 0.080 0.080 0.100 0.100 0.010 0.010 CDL 0.080 0.080 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.320 o.320 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 o.224 o.224 0.000 0.000 CLL 0.000 0.000 o.124 o.'t24 0.000 0.000 0.025 0.025 0.000 0.000 Red% Type NonRed NonRed NonRed Beam Number = 127 Span information (ft): l-End (166.17,12.551, Total Beam Length (ft) = 10.04 J-End (169.60,21.98) Loading information: LineLoads: Load Dist 1 0.00 10.03 2 0.00 10.03 3 0.00 '10.03 DL 0.090 0.090 o-1't2 o.1't2 0.010 0.010 CDL 0.090 0.090 0.112 0.112 0.01 0 0.010 LL 0.000 0.000 0.359 0.359 0.000 0.000 *"Y Type NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed Beam Number = 128 Span information (ft): l-End (170.85,10.85), Total Beam Length (ft) = 10.04 J-End (174.28,20.281 Loading information: LineLoads: Load Dist 1 0.00 10.032 0.00 10.03 3 0.00 10.034 0.00 10.035 0.00 10.03 DL 0.050 0.050 0.062 0.062 0.0't 0 0.010 0.013 0.013 0.010 0.010 CDL 0.050 0.050 0.062 0.062 0.010 0.0't 0 0.01 3 0.013 0.010 0.0'10 LL 0.000 0.000 0.199 0.199 0.000 0.000 0.050 0.050 0.000 0.000 Red% O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 53/365 09115105 09:'12:35 O Loading information: LineLoads: Load 1 2 4 Beam Number = 134 Span information (ft): l-End (140.63,32-531, Total Beam Length (ft) = 26.42 LL 0.000 0.000 0.120 0.120 0.150 0.150 0.000 0.000 LL 0.000 0.000 0.318 0.318 0.398 0.398 0.000 0.000 Red% Type NonRed NonRed NonRed Non Red CLL 0.000 0.000 0.075 0.075 0.075 0.075 0.000 0.000 CLL 0.000 0.000 0.106 0.106 0.106 0.106 0.000 0.000 CLL 0.000 0.000 0.199 0.1s9 0.199 0.199 0.000 0.000 Beam Number = 132 Span information (ft): l-End (136.65,33.98), J-End (145.69,58.81) Total Beam Length (ft) =26.42 Loading information: LineLoads: Load Dist 1 0.00 26.422 0.00 4.'t33 4.13 26.42 4 0.00 26.42 BL 0.030 0.030 0.038 0.038 0.038 0.038 0.o?2 0.o22 CDL 0.030 0.030 0.038 0.038 0.038 0.038 o-o22 o.o22 Beam Number = 133 Span information (ft): l-End (136.89,33.89), Total Beam Length (ft) =26.42 J-End (145.93,58.721 Dist 0.00 26.42 0.00 4.13 4.13 26.42 0.00 26.42 DL 0.o42 o.o42 0.053 0.053 0.053 0.053 0.o22 0.022 CDL o.042 o.o42 0.053 0.053 0.053 0.053 o.o22 o.o22 LL 0.000 0.000 0.169 0.169 o.211 0.211 0.000 0.000 Red%Type Non Red NonRed NonRed NonRed Type Non Red Non Red NonRed NonRed J-End (149.67,57.36) Loading information: LineLoads: Load Dist 1 0.00 26.42 2 0.00 4.133 4.13 26.424 0.00 26.42 DL 0.080 0.o80 0.099 0.099 0.099 0.099 0.022 0.022 CDL 0.080 0.080 0.099 0.099 0.099 0.099 o.o22 o.022 Red% RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 541365 09/15/05 09:'12:35 U Loading information: LineLoads: Load 1 2 Dist 0.00 26.42 0.00 4.13 4.13 26.42 0.00 26.42 DL o.o42 o.o42 0.053 0.053 0.053 0.053 o-o22 0.022 DL 0.063 0.064 0.078 0.079 0.079 0.080 0.022 0.022 CDL 0.042 o.042 0.053 0.053 0.053 0.053 o.o22 0.022 LL 0.000 0.000 0.169 0.169 0.211 o.2't1 0.000 0.000 J-End (153.64,55.91) Red% Type NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.106 0.106 0.106 0.106 0.000 0.000 CLL 0.000 0.000 0.085 0.085 0.085 0.085 0.000 0.000 CLL 0.000 0.000 o.157 0.157 o.157 0.160 0.000 0.000 Beam Number = 135 Span information (ft): l-End (144.37,31.171, J-End (153.40,56.00) Total Beam Length (ft) =26.42 Loading information: LineLoads:Load Dist1 0.00 26.422 0.00 4.13 3 4.13 zo-12 4 0.00 26.42 Beam Number = 136 Span information (ft): l-End (144.60,31.08), Total Beam Length (ft) = 26.42 Beam Number = 137 Span information (ft): l-End (147.56,30.01), Total Beam Length (ft) = 26.42 DL 0.034 0.034 o.o42 0.042 0.042 0.043 o.o22 o.o22 CDL 0.034 0.034 0.042 0.042 0.042 0.043 0.022 0.022 LL 0.000 0.000 0.136 0.136 0.170 0.170 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed J-End (156.60,54.83) Loading information: LineLoads:Load Dist 1 0.00 26.42 2 0.00 4.'t33 4.'13 26.424 0.00 26.42 CDL 0.063 0.064 0.078 0.079 0.079 0.080 0.022 0.022 LL 0.000 0.000 o.251 0.252 0.315 o.321 0.000 0.000 Red% Loads on Gravifu 8""r, O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 55/365 09i 15/05 09:12:35 O Loading information: LineLoads: Load 1 2 4 Beam Number = 140 Span information (ft): l-End (154.57,27.461, Total Beam Length (ft) = 26.42 LL 0.000 0.000 0.136 o.137 0.17 1 0.177 0.000 0.000 LL 0.000 0.000 0.323 o.322 0.402 0.396 0.000 0.000 *"Y Red% Type NonRed NonRed Non Red NonRed CLL 0.000 0.000 0.085 0.085 0.085 0.088 0.000 0.000 CLL 0.000 0.000 0.'t 08 0.108 0.'t08 0.105 0.000 0.000 CLL 0.000 0.000 o.202 o.201 o.201 0.198 0.000 0.000 Beam Number = 138 Span information (ft): l-End (150.49,28-541, J-End (159.67,53.721 Total Beam Length (ft) = 26.42 Loading information: LineLoads: Load Dist 1 0.00 to.4z 2 0.00 4.133 4.13 26.424 0.00 26.42 DL 0.034 0.035 o.o42 0.043 0.043 o.o44 o.o22 o.022 CDL 0.034 0.035 o.042 0.043 0.043 0.o44 o.o22 o.o22 Type NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed Beam Number = 139 Span information (ft): l-End (150.75,28.85), Total Beam Length (ft) = 26.42 J-End (159.93,53.62) Dist 0.00 26.42 0.00 t 1.2 4.13 26.42 0.00 26.42 DL 0.043 o.o42 0.054 0.054 0.054 0.052 o.o22 o.o22 CDL 0.043 0-o42 0.054 0.054 0.054 0.052 0.o22 o,o22 LL 0.000 0.000 o.'t73 0.173 o.2't6 0.209 0.000 0.000 Red% J-End (163.61 ,52.281 Loading information: LineLoads: Load Dist 1 0.00 26.42 2 0.00 4.133 4.13 26.424 0.00 26.42 DL 0.081 0.079 0.10'1 0.101 0.101 n noo 0.022 0.o22 CDL 0.081 0.079 0.'t 01 0.101 0.101 0.099 0.o22 0.o22 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: tBC Page 56/365 09/15/05 09:12:35 O Loading information: LineLoads: Load 1 2 Beam Number = 143 Span information (ft): l-End (165.84,23.35), Total Beam Length (ft) = 26.42 LL 0.000 0.000 0.320 0.320 0.400 0.400 0.000 0.000 Red% Red% Type NonRed NonRed NonRed NonRed CLL 0.000 0.000 o.200 0.200 o.200 0.200 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.200 0.200 0.000 0.000 Beam Number = 141 Span information (ft): l-End (158.33,26.09), J-End (167.36,50.92) Total Beam Length (ft) = 26.42 Loading information: LineLoads:Load Dist1 0.00 26.422 0.00 4.133 4.13 26.424 0.00 zo -.+z DL 0.080 0.080 0.100 0.100 0.100 0.100 0.022 0.022 CDL 0.080 0.080 0.100 0.100 0.100 0.100 0.o22 0.o22 Type NonRed NonRed NonRed Non Red Beam Number = 142 Span information (ft): l-End (162.09,24.721, Total Beam Length (ft) = 26,42 J-End (171.12.49.s5) Dist 0.00 26.42 0.00 4.13 4.13 26.42 0.00 26.42 DL 0.080 0.080 0.100 0.100 0.100 0.100 o.022 0.022 CDL 0.080 0.080 0.100 0.'t 00 0.'t 00 0.100 0.o22 0.o22 LL 0.000 0.000 0.320 0.320 0.400 0.400 0.000 0.000 J-End (174.88,48.18) Loading information; LineLoads: Load Dist1 0.00 26.422 0.00 4.133 4.13 26.424 0.00 26.42 DL 0.080 0.080 0.100 0.100 0.'100 0.100 0.022 0.422 CDL 0.080 0.080 0.100 0.100 0.100 0.100 0.o22 0.o22 LL 0.000 0.000 0.320 0.320 0.400 0.400 0.000 0.000 Red% Type NonRed NonRed Non Red O Loads on Graviw Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 571365 09/15/05 09:12:35 O Loading information: LineLoads: Load 1 2 J 4 6 Beam Number ='149 Span information (ft): l-End (131.17,35.97), J-End (136.02,49.291 Total Beam Length (ft) = 14.17 Loading information: PointLoads: Dist 7.34 LineLoads: Load 1 2 Type NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed Red% RoofLL0.0 0.00 Beam Number = 144 Span information (ft): l-End (169.60,21.981, J-End (178.64,46.81) Total Beam Length (ft) = 26.42 Loading information: LineLoads: Load Dist 1 0.00 26.42 2 0.00 4.13 3 4.13 26.424 0.00 26.42 DL 0.090 0.090 0.112 o.112 0.112 0.112 0.o22 o.022 CDL 0.090 0.090 0.1't2 o.112 o.'t12 0.112 0.022 0.022 LL 0.000 0.000 0.359 0.359 0.449 o.449 0.000 0.000 Red%CLL 0.000 0.000 o.224 0.224 0.224 o.224 0.000 0.000 GLL 0.000 0.000 0.124 o.124 0.124 0.124 0.000 0.000 0.025 0.025 0.000 0.000 Beam Number=145 Span information (ft): l-End (174.28,20.281, Total Beam Length (ft) = 10.38 J-End (177.83,30.04) Dist 0.00 10.38 0.00 4.13 4.'t3 10.38 0.00 '10.38 0.00 10.38 0.00 10.38 DL 0.050 0.050 0.062 0.062 0.062 0.062 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.050 0.050 0.062 0.062 0.062 0.062 0.010 0.010 0.013 0.013 0.010 0.0'10 LL 0.000 0.000 0.199 0.199 0.249 0.249 0.000 0.000 0.050 0.050 0.000 0.000 Red% Red% CLL Snow 0.71 DL 0.77 CDL RedLL Red% NonRLL o.77 0.00 0.0 1.36 DL CDL LL0.026 0.026 0.000 0.026 0.026 0.000 0.071 0.071 0.228 Red% Type CLLNonRed 0.000 0.000 NonRed 0.143 StorLL 0.00 Dist 0.00 7.34 0.00 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 58/365 09/15/05 09:12:35 Dist 4.13 +. tJ 7.34 7.34 14.17 / .J+ 14.17 0.00 14.17 7.34 14.17 0.00 14.17 Dist 0.00 3.08 0.00 3.08 0.00 3.08 DL 0.071 0.071 0.071 0.010 0.0'10 0.013 0.013 0.031 0.031 0.039 0.039 0.014 0.014 CDL 0.071 o.071 0.071 0.010 0.010 0.013 0.013 0.031 0.031 0.039 0.039 0.014 0.014 Type NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed CLL 0.143 o.143 0.143 0.000 0.000 0.025 0.025 0.000 0.000 o.077 o.077 0.000 0.000 CLL 0.000 0.000 0.025 o.o25 0.000 0.000 CLL 0.000 0.000 o.025 0.025 0.000 0.000 0.069 0.069 0.000 0.000 LL o.228 0.285 0.285 0.000 0.000 0.050 0.050 0.000 0.000 0.154 o.'154 0.000 0.000 J-End (13E.92,48.231 Beam Number = 151 Span information (ft): l-End (136.02,49.291, Total Beam Length (ft) = 3.08 Loading information: LineLoads: Load 1 2 Beam Number ='152 Span information (ft): l-End (138.92,48.231, Total Beam Length (ft) = 12.25 DL 0.010 0.010 0.013 0.013 0.0'10 0.010 CDL 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.050 0.050 0.000 0.000 Red% J-End (143.11,59.75) Loading information: LineLoads:Load Dist1 0.00 12.252 0.00 12.253 0.00 12.254 0.00 12.255 0.00 12.25 Beam Number = 153 DL 0.010 0.010 0.013 0.013 o-o27 0.o27 0.034 0.034 o.o12 o.012 CDL 0.010 0.010 0.013 0.013 0.o27 0.o27 0.034 0.034 o.o12 0.012 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.138 0.138 0.000 0.000 Red% O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 59/365 09/15/05 09:12:35 Span information (ft): l-End (134.07,34.921, J-End (138.92,48.231 Total Beam Length (ft) = 14.17 Loading information: PointLoads:Dist DL7.34 -0.31 LineLoads:Load Dist1 0.00 14.172 0.00 4.133 4.13 14.',174 0.00 14.17 StorLL 0.00 *"Y StorLL 0.00 Red% Type Non Red Non Red Red% RoofLL 0.0 0.00 Type CLLNonRed 0.000 0.000 NonRed 0.146 0.146 NonRed 0.146 0.146 NonRed 0.000 0.000 CDL RedLL Red% NonRLL-0.3'1 0.00 0.0 -0.60 DL CDL LL0.058 0.058 0.000 0.058 0.058 0.000 0.073 0.073 0.2330.073 0.073 0.233 0.073 0.073 0.2920.073 0.073 0.292 0.010 0.010 0.0000.010 0.010 0.000 Red% CLL Snow -0.31 Beam Number = 154 Span information (ft): l-End 1131.22,43.761, J-End (1 36.58 ,41.811 Total Beam Length (ft) = 5.71 Cantilever on left (ft) = 2 62 Loading information: PointLoads: Dist 0.00 LineLoads: Load 1 2 ,) 4 CDL RedLL Red% NonRLL 0.34 0.00 0.0 0.63 DL GDL LL0.0'10 0.010 0.0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.0500.010 0.010 0.0000.010 0.010 0.000 0.010 0.010 0.0000.010 0.010 0.000 CLL 0.33 DL 0.34 Red% RoofLL Red% 0.0 0.00 Snow Dist 0.00 2.62 0.00 z.oz 0.00 2.62 z.oz 5.71 Dist 0.00 7.34 0.00 7.34 OL 0.010 0.010 0.013 0.013 CDL 0.010 0.010 0.0'13 0.013 LL 0.000 0.000 0.050 0.050 Red% Type CLLNonRed 0.000 0.000NonRed 0.025 0.025NonRed 0.000 0.000 NonRed 0.000 0.000 Beam Number = 156 Span information (ft ) : l-End 1128.7 1,36. 87), J -End (1 31.22,43.7 6l Total Beam Length (ft) = 7.34 Loading information; LineLoads: Load 1 2 CLL 0.000 0.000 0.025 0.025 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 60/365 09/15/05 09:12:35 Load a Dist 0.00 7.34 0.00 4.13 4.13 7.34 0.00 7.34 Oist 0.00 s.92 0.00 3.92 0.00 3.92 0.00 .t 02 0.00 3.92 Dist 0.00 6.00 0.00 6.00 6.00 10.46 6.00 10.46 0.00 6.00 0.00 DL 0.026 0.026 0.033 0.033 0.033 0.033 o.012 o.o12 DL 0.010 0.0'10 0.013 0.013 0.041 0.041 0.051 0.051 o.012 0.012 CDL 0.026 0.026 0.033 0.033 0.033 0.033 0.o12 0.o12 CDL 0.010 0.0't0 0.013 0.013 0.041 o.041 0.051 0.051 0.012 0.012 0.000 0.000 0.105 0.105 0.131 0.131 0.000 0.000 Red%Type NonRed NonRed Non Red NonRed Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.066 0.066 0.066 0.066 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.102 o.102 0.000 0.000 Beam Number = 159 Span information (ft): l-End (133.54,2.52), Total Beam Length (ft) = 3.92 Loading information: LineLoads: Load 1 2 5 J-End (134.88,6.20) LL 0.000 0.000 0.050 0.050 0.000 0.000 0.204 0.204 0.000 0.000 Red% Beam Number = 160 Span information (ft): l-End (129.97,-7.30), J-End (133.54,2.52) Total Beam Length (ft) = 10.46 Cantilever on left (ft) = 6.99 Loading information: PointLoads: Dist 0.00 LineLoads: Load 1 2 4 6 CDL RedLL Red% NonRLL 0.09 0.00 0.0 0.16 DL CDL LL0.010 0.010 0.0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.050 0.010 0.010 0.000 0.0'10 0.010 0.000 0.01 3 0.013 0.050 0.013 0.013 0.050 0.041 0.041 0.000 0.04'1 0.041 0.0000.052 0.052 0.207 GLL 0.08 DL 0.09 StorLL 0.00 Red% RoofLL Red% 0.0 0.00 Snow Red% Type CLLNonRed 0.000 0.000 NonRed 0.025 o.025NonRed 0.000 0.000 NonRed 0.025 o.025NonRed 0.000 0.000NonRed 0.103 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 61/365 09/15/05 09:12:35 10 Dist 6.00 6.00 '10.46 6.00 10.46 0.00 6.00 6.00 10.46 Dist 0.00 2.62 DL 0.051 0.o4'l 0.o41 0.051 0.051 0.o12 0.012 0.o12 0.o12 CDL 0.051 o.041 0.041 0.051 0.051 0.012 0.012 0.012 0.012 LL 0.205 0.000 0.000 0.205 o.204 0.000 0.000 0.000 0.000 LL 0.000 0.000 CLL 0.103 0.000 0.000 0.103 0.102 0.000 0.000 0.000 0.000 Type NonRed NonRed NonRed NonRed Type NonRed Red% Type NonRed Red% RoofLL Red% CLL0.0 0.00 Snow 0.760.0 0.00 Snow 1.27 0.0 0.00 Snow 0.88 0.0 0.00 Snow 1.450.0 0.00 Snow 1.000.0 0.00 Snow 1.530.0 0.00 Snow 0.750.0 0.00 Snow 0.890.0 0.00 Snow O.920.0 0.00 Snow 0.85 0.0 0.00 Snow 2.30 2.30 Beam Number = 161 Span information (ft ) : l-End (1 27 .7 4,26.541, J -End ( 1 45. 07,20.231 Total Beam Length (ft) = 18.44 Loading information: Pointloads: Dist 3.08 3.08 6.08 6.08 10.06 10.06 13.42 13.67 14.O4 17.43 17.67 0.00 LineLoads: Load 1 DL CDL RedLL Red% NonRLL StorLL 0.74 0.74 0.00 0.0 1.22 0.00 1 .24 1.24 0.00 0.0 2.03 0.00 0.84 0.84 0.00 0.0 1.40 0.00 1.41 1.41 0.00 0.0 2.33 0.00 0.95 0.95 0.00 0.0 1.60 0.00't.48 1.48 0.00 0.0 2.44 0.000.78 0.78 0.00 0.0 1.20 0.000.90 0.90 0.00 0.0 1.76 0.000.88 0.88 0.00 0.0 1.48 0.000.81 0.81 0.00 0.0 1.36 0.00 2.36 2.36 0.00 0.0 5.03 0.00 0.0 -0.43 0.00 0.0 0.00 Snow Dist DL CDL LL Red% 0.00 0.022 0.022 0.000 18.44 0.022 0.022 0.000 CLL 0.000 0.000 Beam Number = 164 Span information (ft): l-End (125.27,27.441, J-End 1127.7 4,26.54) Total Beam Length (ft) = 2.62 Loading information: LineLoads: Load 1 DL 0.010 0.010 CDL 0.010 0.010 CLL 0.000 0.000 Beam Number = 165 Span information (ft): l-End (131.50,7.44), Total Beam Length (ft) = 16.67 J-End (137.20,23.10) O Loads on Gravitv 8""r" O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 621365 09/15/05 09:12:35 Loading information: Lineloads: Load Dist 1 0.00 16.672 0.00 16.673 0.00 16.67 DL 0.073 0.073 0.092 0.092 o.012 o.o12 CDL 0.073 0.073 0.092 0.092 o.o'tz o.o12 LL 0.000 0.000 0.293 0.293 0.000 0.000 DL 0.070 0,070 0.087 0,087 0.o12 o,012 CDL 0.070 0.070 0.087 0.087 0.012 0.o't2 LL 0.000 0.000 o.279 o.279 0.000 0.000 *"Y CLL 0.000 0.000 0.183 0.183 0.000 0.000 CLL 0.000 0.000 o.174 o.174 0.000 0.000 Type NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed Red% Type NonRed NonRed NonRed Beam Number = 166 Span information (ft): l-End (127.76,8.80), Total Beam Length (ft) = 16.67 J-End (133.46,24.461 Loading information: LineLoads: Load Dist 1 0.00 16.672 0.00 16.673 0.00 16.67 Beam Number = 167 Span information (ft): l-End (124.94,9.82), Total Beam Length (ft) = 16.67 J-End (130.64,25.491 Loading information: LineLoads: Load Dist 1 0.00 16.672 0.00 16.673 0.00 16.67 DL 0.061 0.061 0.076 0.076 0.012 0.0'12 CDL 0.061 0.061 0.076 0.076 0.o12 0.012 LL 0.000 0.000 0.243 o.243 0.000 0.000 Red%CLL 0.000 0.000 0.152 o.152 0.000 0.000 Beam Number = 168 Span information (ft): l-End (122.04,10.88), Total Beam Length (ft) = 16.67 J-End (127.74,26.s4) Loading information: LineLoads:Load Dist1 0.00 16.67 DL 0.057 0.057 CDL 0.057 0.057 LL 0.000 0.000 Red%CLL 0.000 0.000 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 63/365 09i15/05 09:12:35 Load Dist 0.00 16.67 0.00 'to.b / DL 0.071 o.071 0.012 0.012 CDL 0.071 o.o71 0.o12 0.o'12 LL o.228 0.228 0.000 0.000 *"Y Type NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed CLL 0.143 0.143 0.000 0.000 CLL 0.000 0.000 0.o25 0.o25 0.000 0.000 0.066 0.066 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.066 0.066 0.000 0.000 Beam Number ='170 Span information (ft): l-End {125.27,27.441, Total Beam Length (ft) = 10.04 J-End (128.71,36.87) Loading information: LineLoads:Load Dist1 0.00 '10.03 2 0.00 '10.03 3 0.00 10.034 0.00 10.035 0.00 10.03 DL 0.010 0.010 0.013 0.013 0.026 0.026 0.033 0.033 0.012 0.012 GDL 0.010 0.010 0.013 0.013 0.026 0.026 0.033 0.033 o.o12 0.o12 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.105 0.105 0.000 0.000 Red% Beam Number ='171 Span information (ft): l-End (119.57,11.781, Total Beam Length (ft) = 16.67 J-End (125.27,27.441 Loading information: LineLoads:Load Dist1 0.00 16.672 0.00 16.673 0.00 16.674 0.00 '16.67 5 0.00 16.67 DL 0.010 0.010 0.013 0.013 0.026 0.026 0.033 0.033 o.o12 0.0't2 CDL 0.0'10 0.010 0.013 0.013 0.026 0.026 0.033 0.033 0.o12 o.o't2 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.'t 05 0.'105 0.000 0.000 Red% Beam Number = 180 Span information (ft): l-End (119.57,11.781, Total Beam Length (ft) = 8.71 J-End (127.76,8.E0) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 64/365 09i15/05 09:'12:35 Loading information: Pointloads: Dist z-oz 5.71 LineLoads: Load 1 2 J CDL RedLL 1.17 0.001.24 0.00 DL 0.010 0.010 0.013 0.013 0.012 0.012 StorLL 0.00 0.00 Red% Type NonRed NonRed NonRed StorLL 0.00 0.00 Red% Type NonRed NonRed Non Red RoofLL 0.00 0.00 CLL 0.000 0.000 0.o25 0.025 0.000 0.000 RoofLL Red%0.00 Snow0.00 Snow CLL 0.000 0.000 0.025 0.025 0.000 0.000 Red% Snow Snow Red% 0.0 0.0 Red% 0.0 0.0 DL 1.17 1.24 Oist 0.00 8.71 0.00 8.71 0.00 8.71 Dist 0.00 7.58 0.00 7.58 0.00 CDL 0.010 0.010 0.013 0.013 0.012 0.o12 CDL 0.010 0.010 0.013 0.013 o.012 o.012 NonRLL 1.90 2.03 LL 0.000 0.000 0.050 0.050 0.000 0.000 NonRLL 2.44 1.20 LL 0.000 0.000 0.050 0.050 0.000 0.000 CLL 1.'l I 1.27 CLL 1.53 0.75 Beam Number = 181 Span information (ft): l-End (127.76,8.80), Total Beam Length (ft) = 7 58 Loading information: PointLoads: Dist 3.98 /.JJ LineLoads: Load 1 c J-End (134.88,6.20) Red% 0.0 0.0 Red% 0.0 0.0 DL 1.48 0.78 CDL RedLL 1.48 0.00 0.78 0.00 DL 0.010 0.010 0.013 0.013 o.o12 0.o12 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 65/365 09/15/05 09:12:35 Story: 8078 Floor Type: 4th Units: kips, ft Beam Number = 1 Span information (ft): l-End (168.70,4.94), J-End (177.83,30.041 Total Beam Length (ft) = 26 71 Loading information: PointLoads: Dist DL 6.68 2.O913.35 2.O920.03 2.096.29 13.170.00 0.016.33 12.33 LineLoads:Load Dist1 0.00 26.712 0.00 26.71 GDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 2.09 3.00 0.0 0.00 0.00 0.0 0.00 Snow 1.50 2.Og 3.00 0.0 0.00 0.00 0.0 0.00 Snow 1.50 2.Og 3.00 0.0 0.00 0.00 0.0 0.00 Snow 1.50 0.00 0.00 0.0 25.36 0.00 0.0 0.00 Snow 0.00-2.90 0.00 0.0 0.00 Snow 0.00 0.00 0.00 0.0 21.18 0.00 0.0 0.00 Snow 0.00 DL CDL LL Red% Type GLL 0.004 0.004 0.000 NonRed 0.000 0.004 0.004 0.000 0.000 0.076 0.076 0.000 NonRed 0.000 0.076 0.076 0.000 0.000 Beam Number = 13 Span information (ft): l-End (177.15,1.86), J-End (186.29,26.96) Total Beam Length (ft) = 26.71 Loading information: PointLoads:Dist DL1.98 19.280.00 14.26.68 2.O913.35 2.0920.03 2.09 LineLoads:Load Dist 1 0.00 26.712 0.00 12.963 12.96 26.714 0.00 26.71 Beam Number = 14 CDL RedLL Red% NonRLL '1 1.06 8.53 14.2 13.76 -0.53 0.00 0.0 0.00 2.09 3.00 14.2 0.00 2.O9 3.00 14.2 0.00 2.O9 3.00 14.2 0.00 DL CDL LL0.126 0.126 0.0000.126 0.126 0.000 0.036 0.036 0.238 0.036 0.036 0.238 0.036 0.036 0.095 0.036 0.036 0.095 0.026 0.026 0.000 0.026 0.026 0.000 StorLL 0.00 Snow 0.00 0.00 0.00 *"Y 14.2o/o 14.2o/o Red% 0.0 6.36 0.0 0.0 0.0 Tvpe NonRed Red Red NonRed Roofl-L 0.00 0.00 0.00 0.00 CLL 0.000 0.000 0.119 0.119 0.095 0.095 0.000 0.000 Red% Snow Snow Snow Snow CLL o.Jo 1.50 1.50 1.50 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 66/365 09/15/05 09:12:35 Span information (ft): l-End (177.83,3.72), J-End (193.31,-1.92) Total Beam Length (ft) = 16.48 Loading information: PointLoads:Dist DL CDL 4.75 5.63 5.634.75 4.43 4.439.88 5.04 5.040.00 14.9 -0.48 12.75 7.00 7.OO5.69 12.55 0.000.00 0.0 -0.51 LineLoads:Load Dist1 0.00 16.48 Dist 0.00 12.25 0.00 12.25 Red% NONRLL14.9 0.0014.9 0.0014.9 0.000.0 0.00'14.9 0.000.0 21.020.0 0.00 LL 0.000 0.000 Red% RoofLL Red% CLL0.0 0.00 Snow 3.430.0 0.00 Snow 2.740.0 0.00 Snow 2.67 2.670.0 0.00 Snow 3.960.0 0.00 Snow 0.00 0.00 RedLL 4.82 4.24 2.95 0.00 aoR 0.00 0.00 DL 0.036 0.036 StorLL 0.00 0.00 0.00 Snow 0.00 0.00 Snow Red%Type NonRed GLL 0.000 0.000 CDL 0.036 0.036 Beam Number = 21 Span information (ft): l-End (186.29,26.96), J-End (197.80,22.77) Total Beam Length (ft) = 12.25 Loading information: PointLoads: Dist 4.75 LineLoads: Load 1 2 DL Beam Number = 24 Span information (ft): l-End (193.31,-1.521, J-End (204.E5,-6.11) Total Beam Length (ft) = '12.27 Loading information: PointLoads:Dist DL4.27 7.006.60 5.200.00 0.0 LineLoads:Load Dist1 0.00 12.27 CDL RedLL Red% NonRLL5.63 3.63 0.0 0.00 DL CDL LL 0.000 0.000 0.000 0.000 0.000 0.000 0.022 0.022 0.000 0.022 0.022 0.000 CDL RedLL Red% NonRLL 7.00 3.96 0.0 0.005.20 3.03 0.0 0.00-0.69 0.00 0.0 0.00 DL CDL LL 0.026 0.026 0.0000.026 0.026 0.000 StorLL Red% RoofLL 0.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 StorLL Red% 0.00 0.0 0.00 0.0 Snow 2.69 Red% Type NonRed Red% CLLSnow 3.23 CLL J.YO 2.69 RooftL 0.00 0.00 CLL 0.000 0.000 Red% Snow Snow O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 67i365 09/15/05 09:12:35 O Loaorng Inrorma.on: LineLoads: Load 1 z 4 Beam Number = 39 Span information (ft): l-End (218.24,-10.99), Total Beam Length (ft) = 10.98 LL 0.000 0.000 0.157 o.'t57 0.000 0.000 0.000 0.000 StorLL 0.00 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 Beam Number = 28 Span information (ft): l-End (197.E0,22.771, J-End (210.48,18.15) Total Beam Length (ft) = 13.50 Loading information: PointLoads:Dist DL0.50 7.008.50 7.00 LineLoads:Load Dist1 0.00 13.502 0.00 13.50 GDL RedLL7.00 3.967.00 3.96 DL 0.000 0.000 0.022 0.022 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 Red% RoofLL0.0 0.000.0 0.00 Red% CLL Snow 3.96 Snow 3.96 Red% 0.0 0.0 CDL 0.000 0.000 0.o22 0.022 Beam Number = 35 Span information (ft): l-End (209.78,-34.221, Total Beam Length (ft) =24.73 J-End (218.24,-10.99) Dist 0.00 24.t J 0.00 24.73 0.00 24.73 0.00 z4. t .) DL 0.209 0.209 0.059 0.059 0.000 0.000 o.022 o.022 CDL 0.209 0.209 0.059 0.059 0.000 0.000 0.o22 o.o22 LL 0.000 0.000 0.157 0.157 0.000 0.000 0.000 0.000 J-End (221.99,-0.67) Red% Type NonRed 0.0% Red NonRed NonRed CLL 0.000 0.000 0.157 0.157 0.000 0.000 0.000 0.000 CLL 0.000 0.000 o-'t57 0.157 0.000 0.000 0.000 0,000 Loading information: LineLoads:Load Dist1 0.00 10.982 0.00 10.983 0.00 10.984 0.00 10.98 DL o.209 o.209 0.059 0.059 0.000 0.000 0.010 0.0'10 CDL 0.209 0.209 0.059 0.059 0.000 0.000 0.010 0.010 Red% Type NonRed 0.Oo/o Red NonRed NonRed O toaos on cravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 68/365 09/15i05 09:12:35 Beam Number = 40 Span information (ft): l-End (218.47,0.61), J-End (221.99,-0.671 Total Beam Length (ft) = 3.75 Loading information: LineLoads: Load 1 z Beam Number = 41 Span information (ft): l-End (218.47,0.61), Total Beam Length (ft) = 13.75 J-End (223.17,13.53) Dist 0,00 3.75 0.00 a'7E, DL 0.000 0.000 0.010 0.010 CDL 0.000 0.000 0.010 0.010 LL 0.000 0.000 0.000 0.000 *'Y TYPe NonRed NonRed TYPe Non Red Red NonRed NonRed CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.082 0.082 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.334 0.334 0.000 0.000 Loading information: LineLoads:Load Dist 1 0.00 13.752 0.00 13.753 0.00 1a'7R 4 0.00 13.75 Dist 0.00 9.00 0.00 9.00 0.00 9.00 Beam Number = 42 Span information (ft): l-End (170.98,11.211, Total Beam Length (ft) = 9.00 Loading information: LineLoads: Load 1 z Beam Number = 43 Span information (ft): l-End (173.26,17.491, Total Beam Length (ft) = 9.00 DL 0.109 0.109 0.031 0.031 0.000 0.000 0.010 0.010 DL 0.354 0.354 0.100 0.100 o.010 0.010 CDL 0.109 0.109 0.031 0.031 0.000 0.000 0.010 0.010 CDL 0.354 0.354 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.082 0.082 0.000 0.000 0.000 0.000 ^"11: o.o% J-End (17e.44,8.1s1 LL 0.000 0.000 0.668 0.668 0.000 0.000 Red% Type NonRed 0.0% Red NonRed J-End (181.72,14.411 MM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 69/365 09/15/05 09:12:35 Loading information: LineLoads: Load 1 2 Dist 0.00 9.00 0.00 9.00 0.00 9.00 Dist 0.00 9.00 0.00 9.00 0.00 9.00 DL 0.354 0.354 0.100 0.100 0.010 0.010 DL 0.354 0.354 0.100 0.100 0.010 0.010 GDL 0.354 0.354 0.100 0.100 0.010 0.010 CDL 0.354 0.354 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.668 0.668 0.000 0.000 LL 0.000 0.000 0.668 0.668 0.000 0.000 *"Y 0.0% Type NonRed Red NonRed J-End (164.00,20.68) CLL 0.000 0.000 0.334 0.334 0.000 0.000 CLL 0.000 0.000 0.334 0.334 0.000 0.000 Red% RoofLL 0.0 0.000.0 0.00 Beam Number = 44 Span information (ft): l-End (175.55,23.761, Total Beam Length (ft) = 9.00 Loading information: LineLoads: Load 1 z J RedLL 3.55 2.78 Beam Number = 57 Span information (ft): l-End (210.48,18.15), J-End (223.17,13.53) Total Beam Length (ft) = 13.50 Loading information: PointLoads:Dist DL 3.00 6.329.38 5.00 LineLoads: Load Dist't 0.00 13.50 2 0.00 13.50 Red% CLL Snow 3.55 Snow 2.78 Red% 0.0 0.0 CDL 6.32 5.00 Red% Type NonRed O.0% Red NonRed StorLL 0.00 0.00 DL CDL0.000 0.0000.000 0.000o.o22 0.0220.022 0.022 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 Beam Number = 58 Span information (ft): l-End (204.85,-6.11), Total Beam Length (ft) = 6.38 Loading information: LineLoads: J-End (210.84,-8.2e) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 701365 09/'15105 09:'12:35 )CLL 0.000 0.000 Load 'l Dist 0.00 6.37 Dist 0.00 7.87 DL 0.010 0.010 DL 0.010 0.010 CDL 0.010 0.010 CDL 0.010 0.010 LL 0.000 0.000 LL 0.000 0.000 Red% Red% Type NonRed Type NonRed Type NonRed Red NonRed CLL 0.000 0.000 Beam Number = 59 Span information (ft): l-End (210.84,-8.29), J-End (218.24,-10.99) Total Beam Length (ft) = 7.87 Loading information: LineLoads: Load 1 Beam Number = 65 Span information (ft): l-End (210.84,-8.29), Total Beam Length (ft) = 24.73 J-End (219.30,14.94) Loading information: LineLoads: Load Dist 1 0.00 24.732 0.00 24.733 0.00 10.984 0.00 10.985 '10.98 24.736 10.98 24.737 0.00 24.73 DL 0.169 0.169 0.048 0.048 0.209 0.209 0.059 0.059 0.109 0.109 0.031 0.031 0.022 0.o22 CDL 0.169 0.169 0.048 0.048 0.209 0.209 0.059 0.059 0.109 0.109 0.031 0.031 0.022 0.o22 LL 0.000 0.000 0.128 o.'t28 0.000 0.000 o.157 o.157 0.000 0.000 0.082 0.082 0.000 0.000 CLL 0.000 0.000 o.128 0.'t28 0.000 0.000 o-157 o-157 0.000 0.000 0.082 0.082 0.000 0.000 CLL 0.000 0.000 0.285 0.285 0.000 Red% Type NonRed 0.0T" Red NonRed 0.0% Red NonRed o.0o/o Red NonRed Beam Number = 66 Span information (ft): l-End (202.38,-31.53), Total Beam Length (ft) = 24.73 J-End (210.84,-8.2e) Loading information: LineLoads: Load Dist 1 0.00 24.732 0.00 24.733 0.00 DL 0.378 0.378 0.107 0.107 0.022 CDL 0.378 0.378 0.107 0.107 0.022 LL 0.000 0.000 0.285 0.285 0.000 *"Y O.OYo RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 711365 09/15/05 09:12:35 Load Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 Dist 24.73 DL o.022 CDLnn')LL 0.000 LL 0.000 0.000 o.287 o.287 0.000 0.000 CLL 0.000 CLL 0.000 0.000 0.287 o.287 0.000 0.000 CLL 0.000 0.000 o.320 0.320 0.000 0.000 CLL 0.000 0.000 0.158 0.158 0.003 0.003 0.160 0.160 0.160 0.160 Red%Type Red% Type NonRed O.O% Red NonRed Beam Number = 70 Span information (ft): l-End (204.85,-6.111, J-End (2't3.30,17.121 Total Beam Length (ft) = 24.73 DL 0.381 0.381 0.'108 0.108 0.022 0.022 CDL 0.381 0.381 0.108 0.108 0.022 0.022 Beam Number = 71 Span information (ft): l-End (197.33,-3.38), Total Beam Length (ft) = 24.73 J-End (205.79,1e.86) Loading information: LineLoads:Load Dist 1 0.00 24-732 0.00 24.733 0.00 24.73 DL 0.424 0.424 o.'120 o.'t20 o.022 o.o22 CDL 0.424 0.424 0.120 0.120 0.022 0.022 LL 0.000 0.000 0.320 0.320 0.000 0.000 Red% Type NonRed 0.0% Red Non Red Beam Number = 72 Span information (ft): l-End (189.81,-0.64), Total Beam Length (ft) = 24.73 J-End (19E.27,22.601 Loading information: LineLoads:Load Dist 1 0.00 24.732 0.00 10.983 0.00 10.984 10.98 t4-t J 5 0.00 z+. t J DL o.424 o.424 0.059 0.059 0.001 0.001 0.060 0.060 0.060 0.060 CDL 4.424 0.424 0.059 0.059 0.001 0.001 0.060 0.060 0.060 0.060 LL 0.000 0.000 0.158 0.'t58 0.005 0.005 0.160 0.160 0.160 0.160 Red% Type NonRed O.0% Red 0.0% Red O.O% Red 0.0% Red O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 721365 09/15/05 09:'12:35 Dist 0.00 t1.t 5 Loading information: LineLoads: Load Dist 1 0.00 21.I J 2 0.00 10.98 3 10.98 24.734 0.00 10.985 0.00 24.73 Dist 0.00 6.72 0.00 6.72 0.00 o-t 2 0.00 6.72 0.00 6.72 CDL 0.022 0.022 Load 6 DL o.o22 0.022 DL 0.338 0.338 0.049 0.049 0.096 0.096 0.o47 o.o47 o.o22 o.o22 DL 0.013 0.000 0.003 0.000 0.002 0.002 0.000 0.000 0.010 0.010 LL 0.000 0.000 LL 0.000 0.000 U.JZO 0.326 0.255 0.255 o.125 0.125 0.000 0.000 LL 0.000 0.000 0.063 0.000 0.000 0.000 0.008 0.008 0.000 0.000 Red% *"Y 0.lyo 0.o% 0.Oo/o Type NonRed Type NonRed Red Red Red NonRed Type NonRed NonRed Non Red Non Red NonRed CLL 0.000 0.000 CLL 0.000 0.000 0.163 0.'t 63 0.255 o.255 0.125 0.125 0.000 0.000 CLL 0.000 0.000 0.031 0.000 0.000 0.000 0.004 0.004 0.000 0.000 CDL 0.338 0.338 0.049 0.049 0.096 0.096 o.047 0.047 o.o22 0.022 CDL 0.013 0.000 0.003 0.000 0.002 0.002 0.000 0.000 0.010 0.010 Beam Number = 73 Span information (ft): l-End (182.29,2.10), J-End (190.75,25.33) Total Beam Length (ft) = 24.73 Beam Number = 77 Span information (ft): l-End (175.95,-30.34), Total Beam Length (ft) = 6.72 Loading information: LineLoads: Load 1 2 .) Beam Number = 78 Span information (ft): l-End (181.71,-33.79), Total Beam Lengtn 1ft; = 6.76 Loading information: LineLoads: J-End (181.71,-33.79) Red% J-End (187.52,-37.121 O Loads on Gravitv B"rr. O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Page 731365 09/15/05 09:12:35 a Building Code: IBCvLoad Dist DL CDL LL Red% Type CLL Loading information: LineLoads:Load Dist1 0.00 3.752 0.00 a'tA Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 Loading information: LineLoads:Load Dist 1 0.00 24.732 0.00 DL 0.000 0.000 0.010 0.0'10 DL 0.319 0.319 0.090 0.090 o.022 0.022 DL CDL 0.262 0.262 0.262 0.262o.o74 0.074 CDL LL Red% 0.000 0.000 0.000 0.000 0.010 0.0000.010 0.000 GDL LL 0.319 0.000 0.319 0.0000.090 0.241 0.090 0.241 0.022 0.000 0.022 0.000 NonRed NonRed NonRed NonRed Non Red Type Non Red NonRed Red% Type NonRed O.0o/o Red NonRed 1 0.00 6.702 0.00 6.703 0.00 6.704 0.00 6.705 0.00 6.70 0.011 0.000 0.003 0.000 0.002 0.002 0.000 0.000 0.010 0.010 0.011 0.000 0.003 0.000 0.002 0.002 0.000 0.000 0.01 0 0.01 0 0.000 0.000 0.056 0.000 0.000 0.000 0.008 0.008 0.000 0.000 0.000 0.000 0.028 0.000 0.000 0.000 0.004 0.004 0.000 0.000 Beam Number = 80 Span information (ft): l-End (206.25,-32.541, J-End (209.78,-34.221 Total Beam Length (ft) = 3.75 Beam Number = 81 Span information (ft): l-End (196.39,-29.35), J-End (204.85,-6.11) Total Beam Length (ft) =24.73 Type NonRed Red CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.24'l o.241 0.000 0.000 CLL 0.000 0.000 0.198 Beam Number = E2 Span information (ft): l-End ('173.84,-21.141, J-End (182.29,2.10) Total Beam Length (ft) = 24.73 LL Red% 0.000 0.0000.198 0.0% RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 741365 Ogl15105 09:12;35 Load Oist 12.37 12.38 24.73 12.38 24.73 0.00 24.73 Dist DL 2.62 6.26 LineLoads: Load Dist 1 0.00 6.74 2 0.00 6.74 CDL RedLL Red% NonRLL 6.26 3.52 0.0 0.00 DL CDL LL 0.000 0.000 0.000 0.000 0.000 0.000o.o22 0.022 0.0000.022 0.022 0.000 StorLL Red% RoofLL 0.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 StorLL Red% RoofLL0.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.004 0.004NonRed 0.000 0.000NonRed 0.000 0.000 BL o.074 0.048 0.048 0.026 0.026 0.o22 o.022 coL 0.074 0.048 0.048 0.026 0.026 0.o22 o.o22 LL 0.198 0.323 0.323 0.068 0.068 0.000 0.000 Red% O.OTo 0.Oo/o Type Red Red NonRed CLL 0.198 0.161 0.161 0.068 0.068 0.000 0.000 Beam Number = 84 Span information (ft): l-End (199.92,-30.63), J-End (206.25,-32.541 Total Beam Length (ft) = 6.74 Loading information: PointLoads: Beam Number = 88 Span information (ft): l-End (191.83,-27.69), J-End (199.92,-30.63) Total Beam Length (ft) = 8.61 Loading information: PointLoads: Dist 4.85 LineLoads: Load 1 Red% CLL Snow 3.52 Red% CLL Snow 2.98 DL CDL RedLL Red% NonRLL 5.34 5.34 2.98 0.0 0.00 Dist DL CDL LL 0.00 0.002 0.002 0.000 2.33 0.002 0.002 0.000 0.00 0.000 0.000 0.008 2.33 0.000 0.000 0.008 2.33 0.000 0.000 0.000 8.61 0.000 0.000 0.000 0.00 0.022 0.022 0.000 8.61 0.022 0.022 0.000 Beam Number = 89 Span information (ft): t-End (177.89,-22-621, J-End (191.83,-27.69) Total Beam Length (ft) ='14.83 O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 75i365 09/15/05 09:12:35 Loading information: PointLoads: Dist o.82 7.42 14.O2 LineLoads: Load 1 DL 6.28 7.97 6.78 Dist 0.00 0.82 0.00 o.B2 14.O2 14.83 14.O2 't4.83 0.00 14.83 GDL 6.28 7.97 6.78 RedLL 2.92 3.26 3.03 DL 0.002 0.002 0.000 0.000 0.002 0.002 0.000 0.000 o.022 o.o22 Red% 5.1 41 q4 CDL 0.002 0.002 0.000 0.000 0.002 0.002 0.000 0.000 0.o22 o.o22 NonRLL .t..1J 7.25 4.09 LL 0.000 0.000 0.008 0.008 0.000 0.000 0.008 0.008 0.000 0.000 NonRLL 0.00 LL 0.000 0.000 0.000 0.000 0.008 0.008 0.000 0.000 StorLL Red% RooftL Red% GLL0.00 0.0 0.00 Snow 4.570.00 0.0 0.00 Snow 6.89 0.00 0.0 0.00 Snow 5,08 Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000 Beam Number = 90 Span information (ft): l-End (169.37,.15.521, Total Beam Length (ft) = 9.06 Loading information: PointLoads: Dist 4.75 LineLoads: Load 1 Loading information: PointLoads:Dist DL CDL RedLL0.00 0.06 0.06 0.00 LineLoads: DL CDL RedLL Red% 4.43 4.43 3.04 0.0 Dist DL CDL 0.00 0.000 0.000 6.73 0.000 0.000 6.73 0.002 0.002 9.06 0.002 0.002 6.73 0.000 0.000 9.06 0.000 0.000 0.00 0.022 0.0229.06 0.022 0.022 StorLL Red% RoofLL Red% CLL 0.00 0.0 0.00 Snow 2.54 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 J-End (177.89,-22.621 Beam Number = 91 Span information (ft): l-End (187.52,-37.121, J-End (199.52,4.171 Total Beam Length (ft) = 35.06 Cantilever on left (ft) = 10.33 Red% NonRLL0.0 0.09 Red% RoofLL 0.0 0.00 Red% CLL Snow 0.05 StorLL 0.00 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 761365 09/15/05 09:12:35 Load Dist 0.00 1.'t4 0.00 't.14 1.14 '10.33 'l 1a 10.33 10.33 35.06 10.33 35.06 0.00 10.33 0.00 10.33 0.00 10.33 10.33 35.06 10 DL 0.000 0.066 0.000 0.016 0.066 0.066 0.016 0.016 0.325 0.325 0.092 0.092 0.002 0.002 0.000 0.000 o.022 o.022 0.022 o.o22 CDL 0.000 0.066 0.000 0.016 0.066 0.066 0.016 0.016 o.325 0.325 0.092 0.092 0.002 0.002 0.000 0.000 0.022 o.022 o.022 o.o22 LL 0.000 0.000 0.000 0.330 0.000 0.000 0.330 0.330 0.000 0.000 0.245 0.245 0.000 0.000 0.008 0.008 0.000 0.000 0.000 0.000 GLL 0.000 0.000 0.000 0.165 0.000 0.000 0.165 0.165 0.000 0.000 o.245 o.245 0.000 0.000 0.004 0.004 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.165 0.000 0.000 0.165 0.165 0.000 0.000 0.264 0.264 0.000 0.000 0.165 0.165 0.000 0.000 0.000 J-End (193.31,-1.92) Red% Type NonRed NonRed NonRed NonRed NonRed 0.0% Red NonRed NonRed NonRed NonRed StorLL 0.00 0.00 Beam Number = 92 Span information (ft): l-End (181.71,-33.79), Total Beam Length (ft) = 33.92 Cantilever on left (ft) = 9.1 I Loading information: PointLoads: Dist 0.00 0.00 LineLoads: Load 1 2 4 o 8 I 10 DL 0.06 0.07 Dist 0.00 1.28 0.00 1.28 1.28 9.'19 'l tR 9.19 o,to JJ.YZo{0 33.92 0.00 o,,to 0.00 9.19 0.00 9.19 9.19 CDL 0.000 0.066 0.000 0.016 0.066 0.066 0.016 0.016 0.350 0.350 0.099 0.099 0.066 0.066 0.016 0.016 o.022 o-o22 o.o22 CDL RedLL 0.06 0.00 0.07 0.00 DL 0.000 0.066 0.000 0.016 0.066 0.066 0.016 0.016 0.350 0.350 n noo 0.099 0.066 0.066 0.016 0.016 0.022 o.022 o.022 NonRLL 0.10 0.15 LL 0.000 0.000 0.000 0.330 0.000 0.000 0.330 0.330 0.000 0.000 0.264 o.264 0.000 0.000 0.330 0.330 0.000 0.000 0.000 Red% RoofLL 0.0 0.000.0 0.00 Red% CLL Snow 0.05 Snow 0.08 Red% 0.0 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed 0.0% Red NonRed NonRed NonRed NonRed RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 771365 09/15105 09:12:35 Dist 33.92 DL 0.o22 CDL 0.022 LL 0.000 Type CLL 0.000 Beam Number = 93 Span information (ft): l-End (175.95,-30.34), J-End (187.11,0.34) Total Beam Length (ft) = 32.65 Cantilever on left (ft) = 7 92 Loading information: PointLoads: Dist 0.00 LineLoads: Load 'l 2 ^ 5 o 7 8 I 10 11 StorLL Red% RoofLL Red% 0.00 0.0 0.00 Snow Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000O.o% Red 0.103 0.1 03 0.0% Red 0.099 0.099O.Oo/o Red 0.004 0.004NonRed 0.000 0.000NonRed 0.'165 0.1650.0o/o Red 0.132 v. tJz NonRed 0.000 0.000 NonRed 0.000 0.000 DL CDL RedLL Red%0.08 0.08 0.00 0.0 Dist DL CDL0.00 0.002 0.0027.92 0.002 0.0020.00 0.000 0.0007.92 0.000 0.0007.92 0.311 0.31132.65 0.311 0.31 17.92 0.038 0.03820.29 0.038 0.03820.25 0.037 0.03732.65 0.037 0.037 20.29 0.001 0.001 32.65 0.001 0.001 0.00 0.066 0.066 7.92 0.066 0.0660.00 0.016 0.016 7.92 0.016 0.0167.92 0.049 0.049 32.65 0.049 0.0490.00 0.022 0.0227.92 0.022 0.022 7.92 0.022 0.022 32.65 0.022 0.022 NonRLL 0.17 LL 0.000 0.000 0.008 0.008 0.000 0.000 0.103 0.103 0.099 0.099 0.009 0.009 0.000 0.000 0.330 0.330 oj32 U.IJZ 0.000 0.000 0.000 0.000 CLL 0.08 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 781365 09/15/05 09:12:35 Story: 8074.2 .rf Floor Type: 8074.2 Units: kips, ft Beam Number = 57 Span information (ft): l-End (13.42,55.211, J-End (19.85,55.21) Total Beam Length (ft) = 6.43 Loading information: LineLoads: Load 4 2 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.160 0.160 0.000 0.000 J-End (26.67,55.21) Red% Type NonRed NonRed NonRed NonRed NonRed Beam Number = 58 Span information (ft): l-End (19.85,55.21), Total Beam Length (ft) = 6.82 Loading information: LineLoads; Load 1 2 t Beam Number = 59 Span information (ft): l-End (26.67,48.71), Total Beam Length (ft) = 6.50 Loading information: PointLoads: Dist 0.00 6.43 0.00 6.43 0.00 6.43 0.00 6.43 0.00 6.43 Dist 0.00 6.82 0.00 6.82 0.00 6.82 0.00 6.82 0.00 6.82 DL 0.002 0.002 0.002 0.002 0.040 0.040 0,050 0.050 0.010 0.010 DL 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.002 0.002 0.002 0,002 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.0'10 0.010 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.160 0.160 0.000 0.000 Red%Type NonRed NonRed Non Red NonRed NonRed CLL 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.100 0.000 0.000 J-End (26.67,55.21) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 791365 09/15/05 09:12:35 Dist DL 2.50 0.64 LineLoads:Load Dist1 0.00 6.502 0.00 6.503 0.00 6.50 CDL RedLL Red% NonRLL 0.64 0.00 0.0 1.07 DL CDL LL0.002 0.002 0.0000.002 0.002 0.0000.002 0.002 0.0070.002 0.002 0.0070.010 0.010 0.0000.010 0.010 0.000 StorLL Red% RoofLL 0.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000 Red% CLL Snow 0.67 CLL 0.13 o.32 o.52 Beam Number = 60 Span information (ft): l-End (19.85,35.21), J-End (26.67,48.71)- Total Beam Length (ft) ='15.'12 Loading information: PointLoads: Dist 4.48 8.96 't3.44 LineLoads: Load I 2 .) 5 6 8 I 10 '1 I DL CDL RedLL0.13 0.13 0.000.31 0.31 0.000.50 0.50 0.00 Dist DL0.00 0.0184.48 0.0000.00 0.0234.48 0.0004.48 0.0'188.96 0.0004.48 0.0238.96 0.0008.96 0.01813.44 0.0008.96 0.02313.44 0.00013.44 0.01815.12 0.011 13.44 0.023 15.12 0.0140.00 0.002't5.12 0.0020.00 0.00215.12 0.0020.00 0.01015.12 0.010 LL 0.000 0.000 0.072 0.000 0.000 0.000 o.072 0.000 0.000 0.000 0.072 0.000 0.000 0.000 0.072 0.045 0.000 0.000 0.007 0.007 0.000 0.000 StorLL Red% 0.00 0.0 0.00 0.0 0.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Non Red CDL 0.018 0.000 0.023 0.000 0.018 0.000 0.023 0.000 0.018 0.000 0.023 0.000 0.018 0.011 0.023 0.014 0.002 0.002 0.002 0.002 0.010 0.010 NonRed NonRed NonRed RooflL 0.00 0.00 0.00 CLL 0.000 0.000 0.045 0.000 0.000 0.000 0.045 0.000 0.000 0.000 0.045 0.000 0.000 0.000 0.045 0.028 0.000 0.000 0.004 0.004 0.000 0.000 Red% NonRLL 0.0 0.220.0 0.510.0 0.83 Red% Snow Snow Snow Beam Number = 61 Span information (ft): l-End (13.42,48.711, Total Beam Length (ft) = 14.95 J-End (1e.85,35.21) O Loads on Gravitv Beams O RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 80/365 09/15/05 09:12:35 Loading information: PointLoads: Dist 1.66 6.09 'to.52 LineLoads: Load 1 2 4 o I 8 I 10 't1 DL CDL RedLL o.47 0.47 0.000.29 0.29 0.00o.12 0.12 0.00 Dist DL 0.00 0.011 1.66 0.0170.00 0.0131.66 0.0221.66 0.0006.09 0.0171.66 0.0006.09 0.0226.09 0.000 10.52 0.0176.09 0.000 10.52 0.02210.52 0.00014.95 0.01710.52 0.000'14.95 0.0220.00 0.00214.95 0.0020.00 0.00214.95 0.0020.00 0.01014.95 0.010 Dist 0.00 6.50 0.00 6.50 0.00 6.50 Red% NonRLL 0.0 0.780.0 0.480.0 0.20 Red% 0.0 0.0 0.0 Type NonRed NonRed Non Red NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed StorLL 0.00 0.00 0.00 *'Y RoofLL 0.00 0.00 0.00 CLL 0.000 0.000 0.o27 0.043 0.000 0.000 0.000 0.043 0.000 0.000 0.000 0.043 0.000 0.000 0.000 0.043 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.49 0.30 0.13 Red% Snow Snow Snow CDL 0.011 o.017 0.013 0.022 0.000 0.017 0.000 o.022 0.000 0.017 0.000 o.022 0.000 o.o't7 0.000 o.022 0.002 0.002 0.002 0.002 0.010 0.010 LL 0.000 0.000 0.043 0.069 0.000 0.000 0.000 0.069 0.000 0.000 0.000 0.069 0.000 0.000 0.000 0.069 0.000 0.000 0.007 0.007 0.000 0.000 Beam Number = 62 Span information (ft): l-End (13.42,48.71), J'End (13.42,55.211 Total Beam Length (ft) = 6.50 Loading information: PointLoads: Dist 2.50 LineLoads: Load 1 2 Red% CLL Snow 0.63 DL 0.60 CDL RedLL Red% NonRLL0.60 0.00 0.0 1.01 DL CDL LL 0.002 0.002 0.000 0.002 0.002 0.0000.002 0.002 0.0070.002 0.002 0.0070.010 0.010 0.0000.010 0.010 0.000 Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 StorLL 0.00 Red% RoofLL 0.0 0.00 Beam Number = 63 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 81/365 09/15/05 09:12:35 Span information (ft): l-End (19.85,35.21), J-End (19.85,55.21) Total Beam Length (ft) = 20.00 Loading information: PointLoadsl Dist DL CDL4.00 0.16 0.164.00 0.15 0.158.00 0.37 0.37 8.00 0.35 0.35 12.00 0.57 0.5712.OO 0.53 0.53 16.00 0.65 0.6516.00 0.61 0.61 LineLoads: Load Dist 1 0.00 20.00 RedLL Red% 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 Red% RoofLL 0.0 0.00 0.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.00 CLL 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.100 0.000 0.000 Red% CLL Snow O.'17 Snow 0.16 Snow 0.39Snow 0.37Snow 0.59Snow 0.56Snow 0.68Snow 0.64 NonRLL o.27 0.25 0.62 0.58 0.95 0.90 1.09 1.03 LL 0.000 0.000 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.160 0.160 0.000 0.000 StorLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DL 0.014 o.o14 DL 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.002 0.002 0.002 0.002 0.040 CDL 0.014 0.014 CDL 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.010 0.010 Red%Dist 0.00 6.58 0.00 6.58 0.00 6.58 0.00 0.00 6.58 Dist 0.00 6.67 0.00 6.67 0.00 Type Non Red NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed Red% Type NonRed CLL 0.000 0.000 Beam Number = 64 Span information (ft): l-End (32.42,55.211, Total Beam Length (ft) = 6.58 Loading information: LineLoads: Load 1 2 4 Beam Number = 65 Span information (ft): l-End (39.00,55.21), Total Beam Length (ft) = 6.67 Loading information: LineLoads: Load 1 2 .) J-End (39.00,55.21) J-End (45.67,55.21) CDL 0.002 0.002 0.002 0.002 0.040 LL 0.000 0.000 0.007 0.007 0.000 *"1"1:CLL 0.000 0.000 0.004 0.004 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 821365 09i15105 09:12:35 Beam Number = 66 Span information (ft): l-End (45.67,48.71), J-End (45.67,55.21) Total Beam Length (ft) = 6.50 Loading information: PointLoads: Dist 2.50 LineLoads: Load 1 2 Beam Number = 67 Span information (ft): l-End (39.00,35.21), J-End (45.67,48.711 Total Beam Length (ft) = 15.06 Loading information: PointLoads: Dist 4.46 8.92 13.38 LineLoads: Load 1 2 5 o DL CDL RedLL Red% NonRLL 0.13 0.13 0.00 0.0 0.210.30 0.30 0.00 0.0 0.50 0.48 0.48 0.00 0.0 0.81 Dist DL CDL LL0.00 0.018 0.018 0.0004.46 0.000 0.000 0.0000.00 0.022 0.022 0.0714.46 0.000 0.000 0.0004.46 0.018 0.0'18 0.000 8.92 0.000 0.000 0.000 4.46 0.022 0.022 0.071 8.92 0.000 0.000 0.000 8.92 0.018 0.018 0.000 13.38 0.000 0.000 0.000 8.92 0.022 0.022 0.071 13.38 0.000 0.000 0.000'13.3S 0.018 0.018 0.00015.06 0.011 0.011 0.000 Load A Dist 6.67 0.00 6.67 0.00 6.67 Dist 0.00 b.cu 0.00 6.50 0.00 6.50 DL 0.040 0.050 0.050 0.010 0.010 CDL 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.160 0.160 0.000 0.000 GLL 0.000 0.100 0.100 0.000 0.000 Red% CLL Snow 0.65 DL 0.62 CDL RedLL Red% NonRLL 0.62 0.00 0.0 1.05 DL CDL LL0.002 0.002 0.0000.002 0.002 0.0000.002 0.002 0.0070.002 0.002 0.0070.010 0.010 0.000 0.010 0.010 0.000 StorLL Red% RoofLL 0.00 0.0 0.00 Redo/o Type CLLNonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000 Type NonRed NonRed StorLL Red% 0.00 0.00.00 0.0 0.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed RoofLL 0.00 0.00 0.00 CLL 0.000 0.000 o.o44 0.000 0.000 0.000 o.044 0.000 0.000 0.000 o.044 0.000 0.000 0.000 Red% Snow Snow Snow CLL 0.13 0.31 0.50 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 83/365 09/15/05 09:12:35 O BeamNumber=69 Span information (ft): l-End (32.42,48.711, Total Beam Length (ft) = 6.50 LL 0.071 0.044 0.000 0.000 0.007 0.007 0.000 0.000 Red% StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 CLL o.o44 0.028 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.000 0.000 0.027 o.o44 0.000 0.000 0.000 o.o44 0.000 0.000 0.000 0.044 0.000 0.000 0.000 o.o44 0.000 0.000 0.004 0.004 0.000 0.000 Red% CLLSnow 0.50 Snow 0.31Snow 0.'13 Load 8 q 10 11 Dist 13.39 '15.06 0.00 15.06 0.00 15.06 0.00 15.06 DL 0.o22 0.014 0.002 0.002 0.002 0.002 0.010 0.010 CDL 0.o22 0.014 0.002 0.002 0.002 0.002 0.010 0.010 Type Non Red NonRed NonRed NonRed Beam Number = 6E Span information (ft): l-End (32.42,48.71), J-End (39.00,35.21) Total Beam Length (ft) = 15.O2 Loading information: PointLoads: Dist 't.67 6.12 10.57 LineLoads: Load 1 2 4 o 8 I 10 11 DL CDL RedLL 0.48 0.48 0.00 0.30 0.30 0.000.13 0.13 0.00 Dist DL0.00 0.0'1 11.67 0.0180.00 0.0141.67 0.0221.67 0.0006.'12 0.0181.67 0.000 6.12 0.0226.'t2 0.00010.57 0.0186.12 0.00010.57 0.022'to.57 0.00015.02 0.01810.57 0.00015.02 0.0220.00 0.00215.02 0.0020.00 0.00215.02 0.0020.00 0.01015.02 0.010 Red% NONRLL 0.0 0.80 0.0 0.490.0 0.21 CDL 0.011 0.018 0.014 0.o22 0.000 0.018 0.000 0.022 0.000 0.018 0.000 o.o22 0.000 0.018 0.000 o.o22 0.002 0.002 0.002 0.002 0.010 0.010 LL 0.000 0.000 0.044 0.070 0.000 0.000 0.000 0.070 0.000 0.000 0.000 0.070 0.000 0.000 0.000 0.070 0.000 0.000 0.007 0.007 0.000 0.000 Red% Type Non Red NonRed Non Red NonRed NonRed NonRed NonRed NonRed NonRed Non Red Non Red J-End (32.42,55.211 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Loading information: PointLoads:Dist DL CDL RedLL REd% NONRLL STOTLL REd% ROOfLL RCd% CLL 2.5O 0.61 0.61 0.00 0.0 1.03 0.00 0.0 0.00 Snow 0.64 LineLoads: Load Dist DL CDL LL Red% TYPe CLL 1 0.00 0.002 0.002 0.000 NonRed 0.000 6.50 0.002 0.002 0.000 0.000 2 O.O0 0.002 0.002 0.007 NonRed 0.004 6.50 0.002 0.002 0.007 0.0043 0.00 0.010 0.010 0.000 NonRed 0.000 6.50 0.010 0.010 0.000 0.000 Beam Number = 70 Span information (ft): l-End (39.00,35.21), J-End (39.00,55.21) Total Beam Length (ft) = 20.00 Loading information: Pointloads: Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 4.00 0.16 0.16 0.00 0.0 0.26 0.00 0.0 0.00 Snow 0.'16 4.00 0.16 0.16 0.00 0.0 0.26 0.00 0.0 0.00 Snow 0.16 8.00 0.36 0.36 0.00 0.0 0.61 0.00 0.0 0.00 Snow 0.38 8.00 0.36 0.36 0.00 0.0 0.60 0.00 0.0 0.00 Snow 0.37 12.00 0.55 0.55 0.00 0.0 0.93 0.00 0.0 0.00 Snow 0.58 12.oo 0.55 0.55 0.00 0.0 0.92 0.00 0.0 0.00 Snow 0.57 16.00 0.63 0.63 0.00 0.0 1 .O7 0.00 0.0 0.00 Snow 0.67 16.00 0.62 0.62 0.00 0.0 I .05 0.00 0.0 0.00 Snow 0.66 LineLoads: Load Dist DL CDL LL Red% TYPe CLL1 0.00 0.014 0.014 0.000 NonRed 0.000 20.00 0.014 0.014 0.000 0.000 Beam Number = 71 Span information (ft): l-End (-0.33,30.71), J-End (11.17,3O.711 Total Beam Length (ft) = 11.50 Loading information: PointLoads: Dast DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 4.00 0.49 0.49 0.00 0.0 0.83 0.00 0.0 0.00 Snow O.52 4.00 0.55 0.55 0.00 0.0 0.92 0.00 0.0 0.00 Snow 0.58 8.00 0.20 0.20 0.00 0.0 0.34 0.00 0.0 0.00 Snow 0.21 8.00 O.23 0.23 0.00 0.0 0.38 0.00 0.0 0.00 Snow O.24 LineLoads:Load Dist DL CDL LL Red% TYPe CLL 1 0.00 0.010 0.010 0.000 NonRed 0.000 11.50 0.010 0.010 0.000 0.000 Page 84/365 09/15/05 09:12:35 O Loads on Gravitv Beams (! RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 85/365 09115105 09:12:35 Beam Number = 72 Span information (ft): l-End (4.17,36.06), J-End 111.17,30.711 Total Beam Length (ft) = 8.81 Loading information: PointLoads: Dist 4.41 LineLoads: Load 1 2 4 5 6 7 CDL RedLL Red% NonRLL0.17 0.00 0,0 0.28 DL CDL LL0.002 0.002 0.0000.002 0.002 0.0000.002 0.002 0.0070.002 0.002 0.0070.003 0.003 0.0000.024 0.024 0.0000.004 0.004 0.0120.030 0.030 0.0970.000 0.000 0.0000.021 0.021 0.0000.000 0.000 0.0000.027 0.027 0.0850.010 0.010 0.0000.010 0.010 0.000 Red% CLL Snow O.17 DL o.17 StorLL 0.00 *"Y StorLL 0.00 Red% RoofLL 0.0 0.00 Type CLLNonRed 0.000 0.000NonRed 0.004 0.004 NonRed 0.000 0.000 NonRed 0.008 0.061 NonRed 0.000 0.000 NonRed 0.000 n nqa NonRed 0.000 0.000 Beam Number = 73 Span information (ft): l-End (-0.33,36.06), J-End (4.17,36.06) Total Beam Length (ft) = 4.50 Loading information: PointLoads: Dist 4.00 LineLoads: Load 1 2 J CLL o.44 DL o.42 Dist 0.00 8.8'l 0.00 8.81 0.00 4.41 0.00 4.41 4.41 8.81 4.4'l 8.81 0.00 8.8'1 Dist 0.00 4.50 0.00 4.50 0.00 4.50 CDL RedLL Red% NonRLL o.42 0.00 0.0 0.70 DL CDL LL 0.002 0.002 0.0000.002 0.002 0.000 0.002 0.002 0.0070.002 0.002 0.0070.010 0.010 0.0000.010 0.010 0.000 Red% RoofLL Red%0.0 0.00 Snow Red% Type CLL NonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000 Beam Number = 74 Span information {ft): l-End (-0.33,30.71), J.End (.0.33,36.06) Total Beam Length (ft) = 5.35 Loading information: LineLoads: O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 86/365 09/'15105 09:12:35 Load 1 Dist 0.00 4e4 0.00 5.35 0.00 5.35 0.00 5.35 0.00 5.35 Dist 0.00 6.00 0.00 6.00 0.00 6.00 0.00 6.00 0.00 6.00 Dist 0.00 4.50 0.00 4.50 0.00 4.50 DL 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.002 0.002 0.002 0,002 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.'160 0.160 0.000 0.000 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.160 0.160 0.000 0.000 Red% Red% Type NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed Non Red NonRed NonRed CLL 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.100 0.000 0.000 Beam Number = 75 Span information (ft): l-End (-0.33,24.71), J-End (-0.33,30.71) Total Beam Length (ft) = 6.00 Loading information: LineLoads: Load 1 2 4 Beam Number = 76 Span information (ft): l-End (-0.33,24.71), J-End 14.17,24.711 Total Beam Length (ft) = 4.50 Loading information: PointLoads: Dist 4.00 LineLoads: Load 1 2 J CLL 0.49 DL 0.47 CDL RedLL Red% NonRLL 0.47 0.00 0.0 0.78 DL GDL LL0.002 0.002 0.0000.002 0.002 0.0000.002 0.002 0.007 0.002 0.002 0.0070.010 0.010 0.0000.010 0.010 0.000 Red% RoofLL Red%0.0 0.00 Snow StorLL 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 Beam Number = 77 t Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 871365 09/15/05 09:12:35 Span information (ft): l-End (4.17,24.71), J-End (11.17,30.7'll Total Beam Length (ft) = I22 Loading information: PointLoads: Dist 4.61 LineLoads: Load 1 2 J + b 7 Beam Number = 78 Span information (ft): l-End (19.85,5.88), J-End (25.41,15.50) Total Beam Length (ft) = 11.11 Loading information: PointLoads: Oist 2.74 7.36 LineLoads: Load 1 2 4 o 8 I DL CDL RedLL Red% NonRLL 0.19 0.19 0.00 0.0 0.31 Dist DL CDL LL0.00 0.003 0.003 0.0004.6',t 0.026 0.026 0.0000.00 0.004 0.004 0.0134.61 0.033 0.033 0.1044.6't 0.000 0.000 0.0009.22 0.023 0.023 0.0004.61 0.000 0.000 0.0009.22 0.028 0.028 0.0910.00 0.002 0.002 0.000s.22 0.002 0.002 0.0000.00 0.002 0.002 0.0079.22 0.002 0.002 0.0070.00 0.010 0.010 0.0009.22 0.010 0.010 0.000 CDL RedLL 0.31 0.00 0.12 0.00 DL 0.002 0.002 0.002 0.002 0.008 0.020 0.010 0.025 0.000 0.020 0.000 0.025 0.000 0.016 0.000 0.020 0.010 NonRLL o.52 0.'19 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.033 0.080 0.000 0.000 0.000 0.080 0.000 0.000 0.000 u-ut)3 0.000 StorLL 0.00 StorLL 0.00 0.00 Red% RoofLL Red% 0.0 0.00 Snow Red% RoofLL0.0 0.00 0.0 0.00 CLL 0.19 Red% Type CLLNonRed 0.000 0.000 NonRed 0.008 0.065 NonRed 0.000 0.000 NonRed 0.000 0.057 NonRed 0.000 0.000 NonRed 0.004 0.004NonRed 0.000 0.000 Red% CLL Snow O.32 Snow o.12 Red% 0.0 0.0 DL 0.31 0.12 Dist 0.00 11.11 0.00 11 .1'l 0.00 2.74 0.00 2.74 2.74., .J.A 2.74 7.36 7.36 11.11 /.JO 11 .11 0.00 CDL 0.002 0.002 0.002 0.002 0.008 0.020 0.010 0.025 0.000 0.020 0.000 0.025 0.000 0.016 0.000 0.020 0.010 Red% Type CLL NonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000NonRed 0.020 0.050NonRed 0.000 0.000NonRed 0.000 0.050NonRed 0.000 0.000NonRed 0.000 0.041 NonRed 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 88/365 09115105 09:12:35 Beam Number = 79 Span information (ft): l-End (19.85,-3.75), J-End (19.85,5.88) Total Beam Length (ft) = I63 Loading information: PointLoads: Dist 4.00 8.00 LineLoads: Load 1 2 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.007 0.007 0.000 0.000 Red% CLL Snow 0.56 Snow O.52 RedLL Red%0.00 0.00.00 0.0 DL 0.53 0.49 Dist 11 .11 Dist 0.00 0.00 9.63 0.00 9.63 Dist 0.00 5.56 0.00 5.56 0.00 5.56 0.00 5.56 0.00 5.56 Dist 0.00 5.56 DL 0.010 CDL 0.010 LL 0.000 CDL 0.53 0.49 StorLL 0.00 0.00 GLL 0.000 Red% RoofLL 0.0 0.00 0.0 0.00 DL 0.002 0.002 0.002 0.002 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.002 0.002 0.002 0.002 0.010 0.010 OL 0.040 0.040 CDL 0.002 0.002 0.002 0.002 0.0'10 0.010 CDL 0.040 0.040 0.050 0.050 0.002 0.002 0.002 0.002 0.010 0.010 CDL 0.040 0.040 Red%TYPe NonRed NonRed NonRed NonRed NonRed TYPe NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.004 0.004 0.000 0.000 NonRLL 0.89 0.83 LL 0.000 0.000 0.007 0.007 0.000 0.000 Red% Type CLL NonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000 Beam Number = 80 Span information (ft): l-End (19.85,-3.75), J-End (25.41,-3.751 Total Beam Length (ft) = 5.56 Loading information: LineLoads: Load 1 2 4 Beam Number = 81 Span information (ft): l-End (25.41,-3.75), J-End (30.97,-3.75) Total Beam Length (ft) = 5.56 Loading information: LineLoads: Load 1 LL 0.000 0.000 Red%CLL 0.000 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 89/365 09/15/05 09:12:35 Load 2 Dist 0.00 5.56 0.00 c.co 0.00 0.00 5.56 Dist 0.00 OA? 0.00 9.63 0.00 9.63 Dist 0.00 11.1'l 0.00 11.11 0.00 3.75 0.00 3.75 J./O I2.7 J./O DL 0.050 0.050 0.002 0.002 0.002 0.002 0.010 0.010 CDL 0.050 0.050 0.002 0.002 0.002 0.002 0.010 0.010 LL 0.160 0.160 0.000 0.000 0.007 0.007 0.000 0.000 CLL 0.100 0.100 0.000 0.000 0.004 0.004 0.000 0.000 Red%Type Non Red NonRed NonRed NonRed StorLL 0.00 0.00 Red% Type NonRed NonRed StorLL 0.00 0.00 Redo/o Type NonRed NonRed NonRed Non Red NonRed NonRed RoofLL Red%0.00 Snow0.00 Snow CLL 0.000 0.000 0.004 0.004 0.000 0.000 RoofLL 0.00 0.00 CLL 0.000 0.000 0.004 0.004 0.000 0.000 0.041 0.000 0.000 0.000 0.050 Beam Number = 82 Span information (ft): l-End (30.97,-3.75), J-End (30.97,5.88) Total Beam Length (ft) = 9.09 Loading information: PointLoads: Dist 4.00 8.00 LineLoads: Load 1 2 Beam Number = 83 Span information (ft): l-End (25.41,15.50), Total Beam Length (ft) = 11.11 Loading information: J-End (30.97,5.88) PointLoads: Dist 3.75 8.38 LineLoads: Load 1 2 J 4 o CLL o.52 Red% 0.0 0.0 DL CDL RedLL Red%0.53 0.53 0.00 0.00.49 0.49 0.00 0.0 DL 0.002 0.002 0.002 0.002 0.010 0.010 DL 0.002 0.002 0.002 0.002 0.016 0.000 0.020 0.000 0.020 0.000 0.025 CDL 0.002 0.002 0.002 0.002 0.010 0.010 CDL 0.002 0.002 0.002 0.002 0.016 0.000 0.020 0.000 0.020 0.000 0.025 NonRLL 0.89 0.83 LL 0.000 0.000 0.007 0.007 0.000 0.000 NonRLL 0.19 o.52 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.065 0.000 0.000 0.000 0.080 Red% Snow Snow Red% 0.0 0.0 DL CDL RedLL Red%0.12 0.12 0.00 0.00.31 0.31 0.00 0.0 CLL o.12 u.Jz O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 90/365 09115105 09:12:35 Beam Number = 84 Span information (ft): l-End (25.41,-3.75), J-End (25.41,15.501 Total Beam Length (ft) = 19.25 Loading information: PointLoads: Dist DL CDL4.00 0.53 0.534.00 0.53 0.53 8.00 0.53 0.538.00 0.53 0.5312.00 0.38 0.38 12.00 0.38 0.3816.00 0.14 0.'t416.00 0.14 0.14 LineLoads: Load Dist'1 0.00 19.25 Load 8 9 Dist 8.37 8.38 11 .11 8.38 't1.'t1 0.00 11.11 Dist 0.00 10.17 0.00 10.17 0.00 4.52 0.00 4.52 4.53 10.17 4.53 DL 0.000 0.020 0.008 0.025 0.010 0.010 0.010 DL 0.014 0.014 LL 0.000 0.000 0.000 0.080 0.033 0.000 0.000 Type NonRed NonRed NonRed CDL 0.000 0.020 0.008 0.025 0.010 0.010 0.010 RedLL Red% 0.00 0.00.00 0.0 0.00 0.00.00 0.00.00 0.00.00 0.00.00 0.00.00 0.0 CDL 0.014 0.014 StorLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Red% Type NonRed CLL 0.000 0.000 0.000 0.050 0.020 0.000 0.000 Red% RoofLL0.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.000.0 0.00 0.0 0.00 Red% CLL Snow 0.56Snow 0.56Snow 0.55Snow 0.55 Snow 0.40 Snow 0.40 Snow 0.'14 Snow 0.14 NonRLL 0.89 0.89 0.88 0.88 0.64 0.64 u-zJ v-15 LL 0.000 0.000 CLL 0.000 0.000 Beam Number = 85 Span information (ft): l-End (35.67,13.21), J-End (40.42,22.201 Total Beam Length (ft) = 10.'17 Loading information: PointLoads: Dist 4.53 LineLoads: Load 1 2 2 4 o CLL 0.'19 DL 0.18 CDL RedLL Red% NonRLL StorLL REd% ROOfLL RCd% 0.18 0.00 0.0 0.30 0.00 0.0 0.00 Snow DL CDL LL Red% Type CLL 0.002 0.002 0.000 NonRed 0.000 0.002 0.002 0.000 0.000 0.002 0.002 0.007 NonRed 0.004 0.002 0.002 0.007 0.004 0.000 0.000 0.000 NonRed 0.000 0.019 0.01 9 0.000 0.000 0.000 0.000 0.000 NonRed 0.000 0.023 0.023 0.075 0.047 0.000 0.000 0.000 NonRed 0.0000.023 0.023 0.000 0.0000.000 0.000 0.000 NonRed 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 91/365 09/15/05 09:'12:35 Dist 10.17 0.00 10.'17 Dist 0.00 2.12 0.00 2.12 2.12 4.76 2.'t2 4.76 0.00 4.76 0.00 4.76 0.00 4.76 DL 0.029 0.010 0.010 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.002 0.002 0.002 0.002 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.002 0.002 0.002 0.002 0.010 0.010 CDL 0.029 0.010 0.010 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.002 0.002 0.002 0.002 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.002 0.002 0.002 0.002 0.010 0.010 LL 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.007 0.007 0.000 0.000 Red% Red% Type NonRed Type Non Red NonRed Non Red Non Red NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.058 0.000 0.000 CLL 0.000 0.000 0.000 0.'100 0.000 0.000 0.100 0.100 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 0.004 0.004 0.000 0.000 LL 0.093 0.000 0.000 J-End (40.42,13.211 Beam Number = 85 Span information (ft): l-End (35.67,13.21), Total Beam Length (ft) = 4.76 Loading information: LineLoads: Load 1 2 )l b 7 Beam Number = 87 Span information (ft): l-End (40.42,13.211, Total Beam Length (ft) = 4 74 Loading information: LineLoads: Load I 2 A 3 b J-End (45.17,13.21) Dist 0.00 2.63 0.00 2.63 2.63 4.74 z.D5 4.74 0.00 4.74 0.00 4.74 0.00 4.74 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.000 0.000 0.000 0.007 0.007 0.000 0.000 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Buildino Code: IBC Page 921365 09/15/05 09:12:35 Beam Number = 88 Span information (ft): l-End 140.42,22.20), J-End (45.17,13.211 Total Beam Length (ft) = 10.16 Loading information: PointLoads: Dist 5.64 LineLoads: Load 1 2 4 5 o DL 0.18 GDL RedLL Red% NonRLL0.18 0.00 0.0 0.30 StorLL 0.00 Red% RoofLL 0.0 0.00 Red% CLLSnow 0.19 Beam Number = 89 Span information (ft): l-End (40.42,13.21), J-End (40.42,22.201 Total Beam Length (ft) = 8.99 Loading information: PointLoads: Dist 4.00 4.00 LineLoads: Load 1 Beam Number = 100 Span information (ft): l-End (3.67,24.71), J-End (3.67,30.71) Total Beam Length (ft) = 6.00 Loading information: LineLoads: Load 1 2 Red% CLLSnow 0.24Snow 0.24 StorLL 0.00 0.00 Red% 0.0 0.0 DL 0.23 o.23 CDL RedLLo.23 0.00o.23 0.00 Dist DL CDL0.00 0.010 0.0't 08.99 0.010 0.010 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% Red% RoofLL0.0 0.000.0 0.00 Type CLLNonRed 0.000 0.000 Dist 0.00 10.16 0.00 10.16 0.00 5.64 0.00 5.64 5.64 't 0.16 5.64 10.16 0.00 10.16 Dist 0.00 6.00 0.00 DL 0.002 0.002 0.002 0.002 0.023 0.000 0.029 0.000 0.019 0.000 0.023 0.000 0.010 0.0'10 DL 0.040 0.040 0.050 CDL 0.002 0.002 0.002 0.002 0.023 0.000 0.029 0.000 0.019 0.000 0.023 0.000 0.010 0.010 LL 0.000 0.000 0.007 0.007 0.000 0.000 0.093 0.000 0.000 0.000 o.o75 0.000 0.000 0.000 GLL 0.000 0.000 0.004 0.004 0.000 0.000 0.058 0.000 0.000 0.000 0.047 0.000 0.000 0.000 CDL 0.040 0.040 0.050 NonRLL 0.39 0.39 LL 0.000 0.000 LL 0.000 0.000 0.160 *"Y Type NonRed NonRed CLL 0.000 0.000 0.100 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 93/365 09/15/05 09:12:35 Loading information: LineLoads:Load Dist1 0.00 2.682 0.00 2.683 0.00 2.68 LL 0.'160 0.000 0.000 0.020 0.160 0.000 0.000 0.160 0.160 0.000 o.000 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0..t 60 0.000 0.000 0.160 0.020 0.000 0.000 Red% LL Red% 0.000 0.000 0.300 0.160 0.000 0.000 Beam Number = 1O'l Span information (ft): l-End (3.67,30.71), J-End (3.67,36.06) Total Beam Length (ft) = 5.35 Loading information: LineLoads: Load 1 2 4 6 7 Beam Number = 102 Span information (ft): l-End (7.67,30.71), J-End (7.67,33.38) Total Beam Length (ft) = 2.68 Dist 6.00 0.00 3.00 0.00 3.00 3.00 6.00 3.00 6.00 0.00 6.00 DL 0.050 0.005 0.040 0.006 0.050 0.040 0.040 0.050 0.050 0.0't0 0.010 CDL 0.050 0.005 0.040 0.006 0.050 0.040 0.040 0.050 0.050 0.010 0.0'10 Type NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed Non Red NonRed Type NonRed NonRed NonRed CLL 0.100 0.000 0.000 0.o'12 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 o.o12 0.000 0.000 CLL 0.000 0.000 0.188 0.100 0.000 0.000 Dist 0.00 5.35 0.00(aE 0.00 2.68 0.00 2-68 2-68 6?4 2.68 5.35 0.00 5.35 DL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.005 0.050 0.006 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.005 0.050 0.006 0.010 0.010 DL 0.075 0.040 0.094 0.050 0.010 0.010 CDL 0.075 0.040 0.094 0.050 0.0't 0 0.010 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 941365 09i15105 09:12:35 Beam Number = 103 Span information (ft): l-End (7.67,27.71), J-End (7.67,30.711 Total Beam Lengtn 1ft; = 3.99 Loading information: LineLoads: Load I 2 Beam Number = 104 Span information (ft): l-End (19.85,51.21), Total Beam Length (ft) = 6.82 Loading information: J-End (26.67,s1.211 LineLoads: Load I z A o Beam Number = 105 Span information (ft): l-End (13.42,51.21), Total Beam Length (ft) = 6.43 Loading information: J-End (19.85,51.211 LineLoads: Load 1 2 Dist 0.00 3.00 0.00 3.00 0.00 3.00 Dist 0.00 6.82 0.00 6.82 0.00 6.06 0.00 o.ub o.uo 6.82 6.06 6.82 0.00 6.82 Dist 0.00 6.43 0.00 6.43 0.00 0.71 DL 0.040 0.075 0.050 0.094 0.010 0.010 CDL 0.040 0.075 0.050 0.094 0.010 0.010 LL 0.000 0.000 0.160 0.300 0.000 0.000 *"Y Type NonRed NonRed NonRed TYPe Non Red NonRed NonRed NonRed NonRed NonRed NonRed TYPe NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.188 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.063 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 DL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.025 0.050 0.031 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.o25 0.040 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.025 0.050 0.031 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.025 0.040 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.'160 0.100 0.000 0.000 Red% LL 0.000 0.000 0.160 0.160 0.000 0.000 *"Y O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 95/365 Ogl15lO5 09:12:35 Load 4 Dist 0.00 0.71 0.72 6.43 o.72 6.43 0.00 6.43 Dist 0.00 5.72 0.00 5.72 0.00 1.91 0.00 1.91 1.91 5.72 1.91 5.72 0.00 5.72 Oist 0.00 6.06 0.00 6.06 0.00 4.04 0.00 4.O4 4.04 6.06 4.04 DL 0.031 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 o.040 0.050 0.050 0.040 0.000 0.050 CDL 0.031 0.050 0.040 0.040 0.050 0-050 0-010 0.010 CDL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.000 0.050 LL 0.100 0.160 0.000 0.000 0.160 0.160 0.000 0.000 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed CLL 0.063 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.'t 00 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 Beam Number = 106 Span information (ft): l-End (14.13,47.211, Total Beam Length (ft) = 5.72 Loading information: LineLoads: Load 1 2 o 4 o Beam Number = 107 Span information (ft): l-End (19.85,47.21), Total Beam Length (ft) = 6.06 Loading information: LineLoads: Load 1 2 4 5 6 J-End (19.85,47.21) J-End (25.91,47.211 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.'t 60 0.160 0.000 0.000 0.160 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% Type NonRed NonRed NonRed NonRed NonRed NonRed Red% O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 96/365 09/15/05 09:12:35 Dist 6.06 0.00 6.06 Dist 0.00 3.81 0.00 3.81 0.00 1.91 0.00 1.91 1.91 3.81 1.91 3.81 0.00 3.81 Dist 0.00 4.04 0.00 4.O4 0.00 2.O2 0.00 2.02 2.O2 4.O4 2.O2 4.O4 0.00 4.04 DL 0.000 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.000 0.010 0.010 TyPe NonRed CLL 0.000 0.000 0.000 LL 0.000 0.000 0.000 J-End (19.85,43.211 o Beam Number = 108 Span information (ft): l-End (16.04,43.211, Total Beam Length (ft) = 3.81 Loading information; LineLoads: Load 1 z J 4 o 7 Beam Number = 109 Span information (ft): l-End (19.85,43.21), Total Beam Lengttr 1ft; = 4.64 Loading information: LineLoads: Load 1 2 4 6 DL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0 010 0.010 CDL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 Red%CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 J-End (23.89,43.21l, LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.000 0.000 0.000 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% Type NonRed NonRed NonRed NonRed NonRed O Loads on Gravitu Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 971365 09115/05 09:12:35 Beam Number = 110 Span information (ft): l-End (19.85,39.21), J-End 121.87,39.2U Total Beam Length (ft) = 2.02 Loading intormation: LineLoads: Load 1 z .l Beam Number = 111 Span information (ft): l-End (17.94,39.21), Total Beam Length (ft) = 1.91 Loading information: J-End (19.85,39.21) LineLoads: Load 1 z Beam Number = 112 Span information (ft): l-End (32.42,51.21), Total Beam Length (ft) = 6.58 Loading information: J-End (39.00,51.21) LineLoads: Load 1 z 4 o Dist 0.00 2.O2 0.00 2.O2 0.00 2.O2 Dist 0.00 1.91 0.00 1.91 0.00 1.91 Dist 0.00 6.58 0.00 6.58 0.00 o.73 0.00 0.73 0.73 A4e 0.73 6.58 0.00 A4R DL 0.080 0.040 0.100 0.050 0.010 0.010 DL 0.040 0.080 0.050 0.100 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.025 0.040 0.031 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.080 0.040 0.100 0.050 0.010 0.010 CDL 0.040 0.080 0.050 0.100 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.025 0.040 0.031 0.050 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.320 0.160 0.000 0.000 LL 0.000 0.000 0.160 o.320 0.000 0.000 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.100 0.160 0.000 0.000 0.160 0.160 0.000 0.000 Red% *"Y Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.200 0.'t 00 0.000 0.000 CLL 0.000 0.000 0.100 0.200 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.063 0.100 0.000 0.000 0.100 0.100 0.000 0.000 RedTo Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 98/365 09/15/05 09:12:35 Beam Number = 113 Span information {ft): l-End (33.15,47.211, J-End (39.00,47.21) Total Beam Length (ft) = 5.85 Loading information: LineLoads: Load 1 2 J 4 c o Beam Number = 114 Span information (ft): l-End (35.10,43.21), Total Beam Length (ft) = 3.90 Loading informationr J-End (39.00,43.21) LineLoads: Load I 2 J 4 o Beam Number = 1'15 Span information (ft): l-End (37.05,39.21), J-End (39.00,39.21) Total Beam Length (ft) = 1.95 Dist 0.00 5.85 0.00 5.85 0.00 4 0q 0.00 1.95 1.95 5.85 1.95 0-00 5.85 Dist 0.00 ?qn 0.00 3.90 0.00 1.95 0.00 1.95 1.95 aon {04 3.90 0.00 3.90 DL 0.040 0.040 0.050 0.050 0.000 0.040 0,000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.000 0.040 0-000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 GDL 0.040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 GDL 0,040 0.040 0.050 0.050 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 Red% RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 99/365 09/15/05 09:12:35 Loading information: LineLoads: Load 1 2 J Dist 0.00 10q 0.00 '1.95 0.00 1.95 Dist 0.00 6.67 0.00 6.67 0.00 5.93 0.00 5.93 40? 6.67 5.93 6.67 0.00 o.o / Dist 0.00 5.93 0.00 5.93 0.00 3.95 0.00 3-95 3.95 3.95 DL 0.040 0.080 0.050 0.1 00 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.025 0.050 0.031 0.010 0-0't 0 DL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0-050 0.040 0.000 0.050 CDL 0.040 0.080 0.050 0.100 0.010 0.0'10 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.025 0.050 0.031 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.000 0.050 LL 0.000 0.000 0.160 0.320 0.000 0.000 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.100 0.000 0.000 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.160 Redo/o Type NonRed NonRed NonRed TYPe NonRed Non Red NonRed NonRed No nRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.200 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.063 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 Beam Number = 116 Span information (ft): l-End (39.00,51.21), Total Beam Length (ft) = 6.67 Loading information: LineLoads: Load I 2 o Beam Number = 117 Span information (ft): l-End (39.00,47.21), Total Beam Length (ft) = 5 93 Loading information: LineLoads: Load 1 2 4 3 o J-End (45.67,51.21) J-End (44.92,47.211 Red% Red% O Loads on Gravitv BeamJ RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '100/365 09/15/05 09:12:35 Load Dist 5.93 0.00 5.93 Dist 0.00 0.00 0.00 1.98 0.00 't.98 1.98 aoq 1.98 J.YC 0.00 DL 0.000 0.010 0.010 DL 0.o40 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.010 0.010 CDL 0.000 0.0'10 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.040 0.000 o.050 0.000 0.010 0.010 TyPe Non Red Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.'t 00 0.000 0.000 0.000 CLL 0.000 0.000 0.200 0.100 0.000 0.000 LL 0.000 0.000 0.000 J-End (42.95,43.21) Beam Number = 118 Span information (ft): l-End (39.00,43.21), Total Beam Length (ft) = 3.95 Loading information: LineLoads: Load 1 2 J 4 o Dist 0.00 1.98 0.00 1.98 0.00 1.98 DL 0.080 0.040 0.100 0.050 0.010 0.010 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.000 0.000 0.000 Red% Beam Number = 119 Span information (ft): l-End (39.00,39.21), Total Beam Length (ft) = 1.98 Loading information; LineLoads: Load 1 2 J-End (40.97,39.21) CDL 0.080 0.040 0.100 0.050 0.010 0.010 LL 0.000 0.000 0.320 0.160 0.000 0,000 Red% Beam Number = 125 Span information (ft): l-End (4.17,36.06), J-End (13.42,48.711 Total Beam Length {ft) = 15.67 Loading information: LineLoads: O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 101/365 09/15/05 09:12:35 Load 1 Dist 0.00 15.67 0.00 15.67 0.00 15.67 Dist 0.00 5.75 0.00 5.75 0.00 5.75 DL 0.003 0.003 0.004 0.004 o.o12 o-o12 DL 0.003 0.003 0.004 0.004 0.010 0.010 CDL 0.003 0.003 0.004 0.004 0.012 0.012 CDL 0.003 0.003 0.004 0.004 0.010 0.010 LL 0.000 0.000 0.013 0.013 0.000 0.000 LL 0.000 0.000 0.013 0.013 0.000 0.000 Red% CLL 0.000 0.000 0.008 0.008 0.000 0.000 CLL 0.000 0.000 0.008 0.008 0.000 0.000 CLL 0.000 0.000 0.008 0.008 0.000 0.000 CLL 0.000 0.000 0.008 0.008 0.000 TYPe NonRed NonRed NonRed TYPe NonRed NonRed NonRed Type NonRed NonRed NonRed Red% Type NonRed NonRed NonRed Beam Number = 127 Span information (ft): l-End (26.67,48.71), Total Beam Length (ft) = 5.75 Loading information: LineLoads: Load 1 z Beam Number = 128 Span information (ft|: l-End (39.00,35.21), Total Beam Length (ft) = 13.09 J-End (32.42,48.71) J-End 140.42,22.201 Loading information: LineLoads: Load Dist1 0.00 13.092 0.oo 4a no 3 0.00 13.09 Dist 0.00 8.70 0.00 8.70 0.00 Beam Number = 130 Span information (ft): l-End {30.97,5.88), J-End (35.67,13.21) Total Beam Length (ft) = I 70 Loading information: LineLoads: Load 1 2 J DL 0.003 0.003 0.004 0.004 0.010 0.010 DL 0.003 0.003 0.004 0.004 0.010 CDL 0.003 0.003 0.004 0.004 0.010 0.010 CDL 0.003 0.003 0.004 0.004 0.010 LL 0.000 0.000 0.013 0.013 0.000 0.000 LL 0.000 0.000 0.013 0.013 0.000 Redo/o Red% O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1021365 09/15/05 09:12:35 Beam Number ='131 Span information (ft): l-End (4.17,24.71), J-End (25.41,15.50't Total Beam Length (ft) = 23.15 Load Dist 8.70 Loading information: LineLoads:Load Dist1 0.00 23.152 0.00 23.153 0.00 23.15 Dist 0.00(4A 0.00 0.00 c.cb Dist 0.00 4.19 0.00 4.19 4.19 s.56 4.19 5.56 0.00 5.56 DL 0.010 DL 0.003 0.003 0.004 0.004 0.014 0.014 DL 0.080 0.080 0.100 0.'100 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 0.016 0.050 0.020 0.040 0.040 CDL 0.010 LL 0.000 LL 0.000 0.000 0.013 0.013 0.000 0.000 LL 0.000 0.000 0.320 0.320 0.000 0.000 CLL 0.000 CLL 0.000 0.000 0.008 0.008 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.041 0.000 0.000 Type Red% Type NonRed NonRed NonRed Red% Type NonRed NonRed NonRed Beam Number = 140 Span information (ft): l-End (25.41,0.25), J-End (30.97,0.25) Total Beam Length (ft) = 5.56 Loading information: LineLoads: Load 1 2 Beam Number ='l'41 Span information (ft): l-End (25.41,4.25), J-End (30.97,4.25) Total Beam Length (ft) = 5.56 Loading information: LineLoads: Load 1 2 A CDL 0.003 0.003 0.004 0.004 0.014 0.014 CDL 0.080 0.080 0.100 0.'t 00 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.016 0.050 0.020 0.040 0.040 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 U.UT,3 0.000 0.000 Red%Type NonRed NonRed NonRed Non Red NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 103/365 09115105 09:12:35 O BeamNumber=l44 Span information (ft): l-End (19.85,0.25), J-End (25.41,0.25) Total Beam Length (ft) = 5.56 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.100 0.'t00 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.o00 0.000 0.100 0.100 0.000 0.000 GLL 0.000 0.000 0.181 0.100 0.000 0.000 Load 6 7 Dist 0.00 A4A 0.00 5.56 Dist 0.00 1.88 0.00 1.88 1.88 4.19 1.88 4.19 0.00 4.19 0.00 4.19 0.00 4.19 Dist 0.00 1.88 0.00 1.88 0.00 1.88 DL 0.050 0.050 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.050 0.050 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.160 0.160 0.000 0.000 LL 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.000 0.000 0.000 0.1 60 0.160 0.000 0.000 Recl% Type NonRed NonRed Beam Number = 142 Span information (ft): l-End (25.41,8.25), J-End (29.60,8.25) Total Beam Length (ft) = 4.19 Loading information: LineLoads: Load 1 2 J 6 Beam Number = 143 Span information (ft): l-End 125.41,12.251, Total Beam Length (ft) = 1 88 Loading information: J-End 127.29,12.251 LineLoads: Load 1 2 Red% DL o.072 0.040 0.091 0.050 0.0'10 0.010 CDL 0.072 0.040 0.091 0.050 0.010 0.010 LL 0.000 0.000 0.290 0.160 0.000 0.000 Red% O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 104/365 09/15/05 09:12:35 Loading information: LineLoads: Load 'l 2 Dist 0.00 c.5b 0.00 c.cD 0.00 5.56 Dist 0.00 1.37 0.00 1.37 1 ',,,7 't.37 5.56 0.00 3.5b 0.00 5.56 0.00 5.56 Dist 0.00 2.31 0.00 t11 2.31 4.'|'9 2.31 4.19 0.00 4.15 0.00 DL 0.080 0.080 0.100 0.100 0.010 0.010 DL 0.016 0.040 0.020 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 CDL 0.080 0.080 0.100 0.100 0.010 0.010 CDL 0.016 0.040 0.020 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 LL 0.000 0.000 0.320 0.320 0.000 0.000 LL 0.000 0.000 0.065 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.160 0.160 0.000 0.000 LL 0.000 0.000 0.000 0.160 0.000 0.000 0.160 0.160 0.000 0.000 0.160 *"1"1:Type NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed Non Red NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.04'1 0.1 00 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.100 0.000 0.000 0.100 Beam Number = 145 Span information (ft): l-End (19.85,4.25), J-End (25.41,4.251 Total Beam Length (ft) = 5.56 Loading information: LineLoads: Load 1 2 4 5 6 Beam Number = 146 Span information (ft ): l-End (21.22,8.25), J-End (25.41,8.251 Total Beam Length (ft) = 4.19 Loading information: LineLoads: Load 4 z o ^ o Red% Red% O Loads on GraJitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 105/365 09115105 09:12:35 Beam Number = 147 Span information (ft); l-End (2s.53,12.25), J-End 125.41,12.251 Total Beam Length (ft) = 1.88 Load Dist 4.19 0.00 4.19 DL 0.050 0.010 0.010 CDL 0.050 0.0't 0 0.010 Type NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.100 0.000 0.000 CLL 0.000 0.000 0.100 0.181 0.000 0.000 GLL 0.000 0.000 0.100 0.225 0.000 0.000 GLL 0.000 0.000 o.225 0.100 0.000 0.000 J-End (40.42,17.211 LL 0.160 0.000 0.000 LL Red% 0.000 0.000 0.160 0.290 0.000 0.000 LL 0.000 0.000 0.160 0.360 0.000 0.000 Red% LL Red% 0.000 0.000 0.360 0.160 0.000 0.000 Loading information: LineLoads: Load Dist 1 0.00 1.882 0.00 1.88 3 0.00 1.88 Dist 0.00 2.64 0.00 2.64 0.00 2.64 DL 0.040 0.072 0.050 0.091 0.010 0.010 DL 0.040 0.090 0.050 o.112 0.010 0.010 DL 0,090 0.040 o.112 0.050 0.010 0.010 CDL 0.040 0.472 0.050 0.091 0.010 0.0't 0 CDL 0.040 0.090 0.050 0.112 0.010 0.010 CDL 0.090 0.040 o.112 0.050 0.010 0.010 Type NonRed Beam Number = 148 Span information {ft): l-End (37.78,17.21), Total Beam Length (ft; = 2.64 Loading information: LineLoads: Load 1 2 \) Loading information: LineLoads:Load Dist1 0.00 2.632 0.00 2.633 0.00 Z.OJ Beam Number = 149 Span information (ft): l-End (40.42,17.21), J-End (43.05,17.211 Total Beam Lengtn 1ft; = 2.63 Loaqs on Gravrrv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 106/365 09/'15105 09:12:35 Storyr 8074.1 -rf Floor Type: 8074.1 Units: kips, ft Beam Number = 58 Span information (ft): l-End (13.42,55.21), J-End (26.67,55.21) Total Beam Length (ft) = 13.25 Loading information: Pointloads:Dist DL6.43 2.84 LineLoads:Load Dist1 0.00 13.25 CDL RedLL Red% 0.00 0.00 0.0 DL CDL 0.021 0.021 0.021 0.021 Red% RoofLL 0.0 0.00 Red% RooftL 0.0 0.00 Type CLL NonRed 0.000 0.000 Red% CLL Snow 0.00 Red% CLL Snow 0.00 NonRLL 4.49 LL 0.000 0.000 NonRLL 2.31 LL 0.000 0.000 StorLL 0.00 StorLL 0.00 Red% Red% Type CLLNonRed 0.000 0.000 Beam Number = 59 Span information (ft): l-End (-0.33,24.71), J-End (-0.33,36.06) Total Beam Length (ft) = 11.35 Loading information: PointLoads: Dist DL 6.00 1.45 LineLoads:Load Dist1 0.00 '14 eF CDL RedLL Red% 0.00 0.00 0.0 DL CDL0.015 0.0150.015 0.015 Beam Number = 60 Span information (ft); Total Beam Length Loading information: l-End (35.67,13.21), (ft) = s.so J-End (45.17,13.21) PointLoads:Dist DL 4.76 0.75 LineLoads: Load Dist 1 0.00 9.50 Beam Number = 61 CDL RedLL0.00 0.00 DL 0.010 0.010 Redo/o 0.0 CDL 0.010 0.010 NonRLL 1.17 LL 0.000 0.000 StorLL Red% RoofLL Red% CLL 0.00 0.0 0.00 Snow 0 00 Red% Type CLL NonRed 0.000 0.000 Loads on Gravitu Beame RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Pilge 107/365 09/15/05 09:12:35 Span information (ft): l-End (19.85,-3.75), J-End (30.97,-3.751 Total Beam Length (ft) = 11.13 Beam Number = 62 Span information (ft); l-End 132.42,55.21), J-End (45.67,55.21) Total Beam Length (ft) = 13.25 Loading informationr PointLoads: Dist DL6.58 2.84 LineLoads:Load Dist1 0.00 13.25 Loading information: PointLoadsrDist DL5.56 2.49 LineLoads: Load Dist 1 0.00 11 .12 CDL RedLL Red%0.00 0.00 0.0 DL CDL0.018 0.0180.018 0.0'18 Red% RoofLL 0.0 0.00 CLL 0.000 0.000 Red% RoofLL0.0 0.000.0 0.00 0.0 0.00 Red% CLLSnow 0.00 Red% CLLSnow 0.24Snow 0.59 Snow 0.97 Red% Type CLLNonRed 0.000 0.000 StorlL 0.00 Red% RoofLL Red% CLL 0.0 0.00 Snow 0.00 CDL RedLL Red% 0.00 0.00 0.0 DL CDL0.021 0.0210.021 0.021 NonRLL LL 0.000 0.000 NonRLL 4.49 LL 0.000 0.000 StorLL 0.00 Red% Type NonRed Beam Number = 69 Span information (ft): l-End (70.56,12.00), J-End (85.92,-3.75) Total Beam Length (ft) = 22.0O Loading information: PointLoads: Dist 5.20 10.82 16.41 LineLoads: Load I DL GDL RedLL Red%o.23 0.23 0.00 0.00.57 0.57 0.00 0.00.93 0.93 0.00 0.0 Dist DL CDL0.00 0.002 0.00222.OO 0.002 0.0020.00 0.002 0.002 22.00 0.002 0.0020.00 0.026 0.0265.20 0.000 0.0000.00 0.032 0.0325.20 0.000 0.000 5.20 0.028 0.028 10.82 0.000 0.0005.20 0.035 0.035 10.82 0.000 0.000 StorLL 0.00 0.00 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000NonRed 0.065 0.000 NonRed 0.000 0.000NonRed 0.070 0.000 NonRLL 0.48 1.19 1.95 LL 0.000 0.000 0.008 0.008 0.000 0.000 0.130 0.000 0.000 0.000 o.141 0.000 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 108/365 Ogl15105 09:12:35 Load 't0 11 Dist 10.83 16.41 10.83 16.41 16.41 22.OO 16.41 22.OO 0.00 22.O0 DL 0.028 0.000 0.035 0.000 0.028 0.000 0.035 0.000 0.014 0.014 CDL 0.028 0.000 0.035 0.000 o.028 0.000 0.035 0.000 0.014 0.014 LL 0.000 0.000 0.140 0.000 0.000 0.000 0.140 0.000 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed Red% 0.0 0.0 0.0 TYPe NonRed NonRed NonRed CLL 0.000 0.000 0.070 0.000 0.000 0.000 0.070 0.000 0.000 0.000 RooftL 0.00 0.00 0.00 CLL 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 0.004 0.004 Beam Number = 70 Span information (ft): l-End (70.56,-3.75), J-End (70.56,12.00) Total Beam Length (ft) = 15.75 Loading information: PointLoads: Dist DL 4.00 1.o78.00 0.6912.03 0.28 LineLoads: Load Dist 1 0.00 15.75 2 0.00 15.753 0.00 15.75 CDL RedLL Red% NonRLL'l.o7 0.00 0.0 2.250.69 0.00 0.0 1.45o.28 0.00 0.0 0.59 DL CDL LL 0.002 0.002 0.0000.002 0.002 0.0000.002 0.002 0.0080.002 0.002 0.0080.012 0.012 0.0000.012 0.012 0.000 StorLL 0.00 0.00 0.00 *"Y Red% Snow Snow Snow CLL 1.12 o.72 0.30 Beam Number = 71 Span information (ft): l-End (70.56,-3.75), J-End (85.92,-3.75) Total Beam Length (ft) = 15.36 Loading information: LineLoads:Load Dist1 0.00 11.46 2 0.00 11.46s 11.46 15.364 11.46 15.365 0.00 15.366 0.00 15.36 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.002 0.002 0.oo2 0.002 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.002 0.002 0.002 0.002 LL 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.000 0.000 0.000 0.008 0.008 RedTo Type NonRed NonRed NonRed NonRed NonRed NonRed O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 109/365 09/15/05 09:12:35 CLL 0.000 0.000 Load Dist 0.00 15.36 Dist 0.00 7.56 0.00 11.46 11.46 0.00 11.46 0.00 11.46 0.00 11,46 Dist 0.00 3.63 0.00 .l-oJ 7.56 -t Fc 0.00 7.56 0.00 7.56 0.00 7.56 DL 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 DL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.010 0.010 LL 0.000 0.000 Red%TyPe NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Beam Number = 72 Span information (ft): l-End (70.56,0.25), J-End (82.02,0.25) Total Beam Length (ft) = 11.46 Loading information: LineLoads: Load 4 i o CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.040 0.040 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.000 0.000 0.000 0.200 0.200 0.000 0.000 Red%CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 0.100 0.100 0.000 0.000 GLL 0.000 0.000 0.101 0.101 0.000 0.000 0.101 0.000 0.000 0.000 0.100 0.100 0.000 0.000 Beam Number = 73 Span information (ft): l-End {70.56,4.25), J-End 178.12,4.251 Total Beam Length {ft) = 7 SO Loading information: LineLoads: Load 1 2 4 6 LL 0.000 0.000 o.201 o.201 0.000 0.000 0.201 0.000 0.000 0.000 o.?oo 0.200 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '110/365 09/15/05 09:12:35 Beam Number = 74 Span information (ft): l-End (70.56,8.28), J-End (74.19,8.281 Total Beam Length (ft) = 3 63 Loading information: LineLoadsrLoad Dist1 0.00 3.632 0.00 3.633 0.00 J.OJ LL Red% 0.000 0.000 0.387 0.201 0.000 0.000 DL 0.o77 0.040 0.097 0.050 0.010 0.010 CDL 0.077 0.040 0.097 0.050 0.010 0.010 TYPe NonRed NonRed NonRed CLL 0.000 0.000 0.194 0.101 0.000 0.000 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 111/365 09l15lOS 09:12:35 o Story: 8074 -rf Floor Type: 8074 Units: kips, ft Beam Number = 57 Span information (ft): l-End (45.67,61.75), J-End 148.71,61.751 Total Beam Length (ft) = 3.04 Loading information: LineLoads: Load 1 2 Beam Number = 60 Span information (ft): l-End (26.67,61.75), Total Beam Length (ft) = 5.75 Loading information: J-End {32.a2,61.75) LineLoads: Load 1 2 J Beam Number = 61 Span information (ft): l-End (20.15,61.75), J-End (26.67,61.75) Total Beam Length (ft) = 6.52 Loading information: Pointloads:Dist DL2.52 0.72 LineLoads: Load Oist 1 0.00 6.52 2 0.00 6.523 0.00 6.52 Dist 0.00 3.04 0.00 3.04 0.00 J. U'} Dist 0.00 5.75 0.00 0.00 DL 0.010 0.010 0.013 0.0't 3 0.010 0.010 DL 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.050 0.050 0.000 0.000 LL 0.000 0.000 0.050 0.050 0.000 0.000 Red% *"Y StorLL 0,00 *"Y TYPe NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.025 0,025 0.000 0.000 Red% CLL Snow 0.76 CDL 0.72 RedLL 0.00 Red% NonRLL0.0 1.53 Redo/o RoofLL0.0 0.00 Type CLL NonRed 0.000 0.000 NonRed 0.025 0.025NonRed 0.000 0.000 DL CDL LL0.010 0.010 0.0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.0500.010 0.010 0.0000.010 0.010 0.000 Loads on Gravit RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1121365 09/15/05 09:12:35 Beam Number = 62 Span information (ft): l-End (13.42,61.75), J-End (20.15,6r.75) Total Beam Length (ft) = 6.73 Loading information: Pointloads:Dist DL3.92 0.71 LineLoads: Load Dist 1 0.00 6.73 2 0.00 6.73 3 0.00 6.73 CLL u.to CDL 0.71 RedLL 0-00 Red% NonRLL0.0 1.51 Red% NonRLL0.0 3.66 Red% RoofLL Red%0.0 0.00 Snow Type CLLNonRed 0.000 0.000NonRed 0.025 0.025NonRed 0.000 0.000 Red% RoofLL 0.0 0.00 Type CLL NonRed 0.000 0.000 NonRed 0.025 0.025 NonRed 0.000 0.000 Roof|-L 0.00 0.00 TYPe NonRed StorLL 0.00 *'Y StorLL 0.00 DL GDL LL0.010 0.0't0 0.0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.0500.010 0.010 0.0000.0'10 0.010 0.000 Beam Number = 63 Span information {ft): l-End (8.52,61.75), J-End (13.42,61.75} Total Beam Length (ft) = 4.90 Loading information: PointLoads: Dist DL0.90 '1.78 LineLoads:Load Dist1 0.00 4.902 0.00 4,903 0.00 4.90 Beam Number = 64 Span information (ft): l-End (-0.33,61.75), J-End (8.52,61.75) Total Beam Length (ft) = 8.85 Cantilever on left (ft) = 3.2't Loading information: Pointloads: Dist 0.00 4 '1F LineLoads: Load 1 Red% CLL Snow 1 .83 CDL 1.78 RedLL 0.00 Red% Snow Snow StorLL Red%0.00 0.00.00 0.0 DL CDL RedLL Red%1.57 1.57 0.00 0.00.89 0.89 0.00 0.0 CLL 0.000 0.000 DL GDL0.010 0.0100.010 0.0100.013 0.0130.013 0.0130.010 0.010 0.010 0.0'10 DL 0.010 0.010 GDL 0.010 0.010 LL Red% 0.000 0.000 0.050 0.050 0.000 0.000 NonRLL 2.38 1.84 LL 0.000 0.000 CLL t.Jt 0.92 Dist 0.00 3.21 Red% O Loads on Gravitv Beams !RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 113/365 09/'15/05 09:12:35 Load 2 Dist 0.00 3.21 3.21 8.85 3.21 8.85 0.00 3.21 J.Z I 8.85 DL 0.0't3 0.013 0.010 0.010 0.013 0.01s 0.010 0.010 0.010 0.010 CDL 0.013 0.013 0.010 0.010 0.013 0.013 0.010 0.010 0.010 0.010 LL 0.050 0.050 0.000 0.000 0.050 0.050 0.000 0.000 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed CLL 0.025 0.025 0.000 0.000 0.o25 0.025 0.000 0.000 0.000 0.000 RoofLL 0.00 0.00 0.00 CLL 0.000 0.000 0.119 0.119 0.000 0.000 0.004 0.004 0.000 0.000 0.1 19 0.1 19 0.000 0.000 0.089 0.089 0.000 0.000 0.113 0.1'13 0.000 0.000 Beam Number = 66 Span information (ft): l-End (45.17,-3.75), J-End (45.17,29.00) Total Beam Length (ft) = 32.75 Loading information: PointLoads: Dist 16.96 25.95 16.96 LineLoads: Load 1 z \) 4 5 6 8 s 10 11 StorLL Red%0.00 0.00.00 0.00.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed DL CDL RedLL Red% NonRLL 1.03 1.03 0.00 0.0 2.06 o 92 0.45 0.00 0.0 1.500.87 0.00 0.00 0.0 1.20 Oist DL CDL LL 0.00 0.047 0.047 0.000 16.96 0.047 0.047 0.0000.00 0.059 0.059 0.237 16.96 0.059 0.059 0.237 16.S6 0.002 0.002 0.000 25.95 0.002 0.002 0.000 16.96 0.002 0.002 0.008 25.95 0.002 0.002 0.008 25.95 0.047 D.O47 0.000s2.75 0.047 0.047 0.00025.95 0.05S 0.059 0.23732.75 0.059 0.059 0.2370.00 0.035 0.035 0.00022.29 0.035 0.035 0,0000.00 0.044 0.044 0.177 22.29 0.044 0.044 0.17722.29 0.045 0.045 0.000 32.75 0.045 0.045 0.000 22.29 0.056 0.056 0.22532.75 0.056 0.056 0.225 0.00 0.035 0.035 0.00032.75 0.035 0.035 0.000 Red% Snow Snow Snow CLL 1.03 0.42 0.00 Beam Number = 67 Span information (ft): l-End (35.67,-3.75), J-End (35.67,29.00) Total Beam Length (ft) = 32.75 O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1141365 09/15/05 09:12:35 Loading information: PointLoads: Dist 16.96 25.95 16.96 LineLoads: Load 1 2 a 4 6 8 I DL CDL RedLL 1.03 1.03 0.00 0.92 0.45 0.00 0.95 0.00 0.00 Dist DL 0.00 0.04732-75 0.0470.00 0.05932.75 0.0590.00 0.04816.96 0.0480.00 0.05916.96 0.059 16.96 0.002 25.95 0.00216.96 0.00225.95 0.00225.95 0.04832.75 0.048 25.95 0.05932.75 0.0590.00 0.03532.75 0,035 Red% NonRLL0.0 2.o50.0 1.4s0.0 1.26 StorLL Red% RoofLL 0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 RedTo CLL Snow 1.03Snow O.42Snow 0.00 CLL 0.75 0.78 0.00 0.00 CDL 0.047 0.047 0.059 0.059 0.048 0.048 0.059 0.059 0.002 0.002 0.o02 0.002 0.048 0.048 0.059 0.059 0.035 0.035 LL 0.000 0.000 0.235 U.ZJC 0.000 0.000 0.238 0.238 0.000 0.000 0.008 0.008 0.000 0.000 0.238 0.238 0.000 0.000 CLL 0.000 0.000 o.117 o.117 0.000 0.000 0.1 19 0.119 0.000 0.000 0.004 0.004 0.000 0.000 0.119 0.119 0.000 0.000 RooftL 0.00 0.00 0.00 0.00 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.100 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Beam Number = 73 Span information (ft): l-End (45.67,29.00), J-End (45.67,61.75) Total Beam Length (ft) = 32.75 Loading information: PointLoads: Oist o.z I 26.21 19.71 26.21 LineLoads: Load 1 2 4 6 DL COL RedLL Red% NonRLL 2.13 0.80 0.00 0.0 3.450.81 0.81 0.00 0.0 1.571.35 0.00 0.00 0.0 2.072.18 0.00 0.00 0.0 3.21 Dist DL CDL LL 0.00 0.040 0.040 0.000 6.21 0.040 0.040 0.000 0.00 0.050 0.050 0.2006.21 0.050 0.050 0.2006.21 0.002 0.002 0.00026.21 0.002 0.002 0.0006.21 0.002 0.002 0.008 26.21 0.OO2 0.002 0.008 26.21 0.040 0.040 0.000 32.75 0.040 0.040 0.000 26.21 0.050 0.050 0.200 32.75 0.050 0.050 0.200 0.00 0.040 0.040 0.000 StorLL Red%0.00 0.00.00 0.00.00 0.00.00 0.0 Redo/o Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% Snow Snow Snow Snow O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 115/365 09/'15105 09:12:35 10 11 Dist 16.71 0.00 16.71 16.71 32.75 16.71 32.75 0.00 32.75 coL 0.040 0.050 0.050 0.030 0.030 0.038 0.038 0.035 0.035 coL 0.058 0.058 o.072 0.072 0.053 0.053 0.066 0.066 0.002 0.002 0.002 0.002 0.053 0.053 0.066 0.066 0.040 0.040 LL 0.000 0.200 0.200 0.000 0.000 0.'t52 o.152 0.000 0.000 LL 0.000 0.000 o.287 0.287 0.000 0.000 u -zoz 0.262 0.000 0.000 0.008 0.008 0.000 0.000 4.262 u.zoz 0.000 0.000 Type NonRed NonRed NonRed NonRed CLL 0.000 0.100 0.100 0.000 0.000 0.076 0.076 0.000 0.000 DL 0.040 0.050 0.050 0.030 0.030 0.038 0.038 0.035 0.035 CDL RedLL0.7't 0.000.71 0.000.00 0.000.00 0.00 Red% NonRLL0.0 3.290.0 1.360.0 2.080.0 3.23 Beam Number = 74 Span information (ft): l-End (32.42,29.00), J-End 132.42,61.751 Total Beam Length (ft) = 32.75 Loading information; PointLoads: Dist 6.21 26.21 19.71 26.21 LineLoads: Load I 2 4 5 6 I I Beam Number = 75 DL 2.05 o.71 1.38 2.19 Dist DL0.00 0.05832.75 0.0580.00 0.07232.75 Q.0720.00 0.0536.21 0.0530.00 0.0666.21 0.0666.21 0.00226.21 0.002 6.21 0-00226.21 0.002 26.21 0.053 32.75 0.05326.21 0.066 32.75 0.0660.00 0.04032.75 0.040 StorLL Red% RoofLL 0.00 0.0 0.000.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.144 0.144NonRed 0.000 0.000NonRed 0.13'l 0.131 NonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000NonRed 0.131 0.131NonRed 0.000 0.000 Red% CLL Snow 0.65 Snow 0.68 Snow 0.00 Snow 0.00 O t o" ?jij,'Jg*'ll"[T,l'*i =t#126' 67'2e' 00)' J'En d (26' 67'6 I' 75] Loading information: PointLoads: Loads on Gravitv Beams RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 116/365 09/15/05 09:12:35 Beam Number = 78 Span information (ft): l-End (2.88,56.02), J-End (2.88,61.75) Total Beam Length (ft) = 5 73 Loading information: LineLoads: Load 1 2 A o a Dist 6.21 zo,z I 19.71 26.21 LineLoads: Load 1 2 .+ 6 I I CDL RedLL 0.73 0.00 0.80 0.000.00 0.000.00 0.00 DL 0.040 0.040 0.050 0.050 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.058 0.058 0.072 0.072 0.040 0.040 DL 0.007 0.032 0.000 0.039 0.008 0.001 0.032 0.032 0.039 0.040 0.025 0.025 0.032 0.032 0.010 0.010 Redo/o NonRLL 0.0 3.21 0.0 1.570.0 2.150.0 3.18 StorLL Red% 0.00 0.0 0.00 0.00.00 0.00.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% CLL Snow 0.69 Snow 0.78Snow 0.00Snow 0.00 DL 1.95 0.80 1.42 2.16 Dist 0.00 6.21 0.00 6.21 6.21 26.21 6.21 26.21 zo.z I 32.75 26.21 32.7s 0.00 32.75 0.00 32.75 0.00at 'f 4 Dist 0.00 4.61 0-00 4.61 0.00 4.61 4.61 5.73 4.61 c./J 0.00 5.73 0.00 5.73 0.00 5.73 coL 0.040 0.040 0.050 0.050 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.058 0.058 0.072 o.072 o.040 0.040 CDL 0.007 0.032 0.000 0.039 0.008 0.001 0.032 0.032 0.039 0.040 0.025 0.025 0.032 0.032 0.010 0.010 LL 0.000 0.000 0.200 o.200 0.000 0.000 0.008 0.008 0.000 0.000 0.200 0.200 0.000 0.000 0.287 o.287 0.000 0.000 LL 0.000 0.000 0.000 0.155 o.027 0.004 0.000 0.000 0.155 0.161 0.000 0.000 0.127 0.127 0.000 0.000 Red% NonRed NonRed Tvpe NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed RoofLL 0.00 0.00 0.00 0.00 CLL 0.000 0.000 0.100 0.100 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.100 0.000 0.000 o.144 0.144 0.000 0.000 CLL 0.000 0.000 0.000 0.078 0.017 0.003 0.000 0.000 0.078 0.080 0.000 0.000 0.063 0.063 0.000 0.000 a Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1 171365 09115105 09:12:35 Beam Number = 81 Span information {ft): l-End (-0.33,36.06}, J-End (2.88,36.06} Total Beam Length (ft) = 3.21 Loading information: LineLoads:Load Dist1 0.00 3.212 0.00 3.213 0.00 3.21 Dist 0.00 11.35 0.00 11.35 0.00 11.35 0.00 ,t { ?4 Dist 0.00 4.44 0.00 4.44 0.00 4.44 0.00 4.44 0.00 RedTo RoofLL Type CLL NonRed 0.000 0.000 NonRed 0.025 0.025NonRed 0.000 0.000NonRed 0.316 0.377NonRed 0.000 Beam Number = 82 Span information (ft): l-End (-0.33,24.71), J-End (-0.33,36.06) Total Beam Length (ft) = 11.35 Loading information: LineLoads: Load 1 2 J 4 Beam Number = 83 Span information (ft): l-End (-0.33,20.27), J-End (-0.33,24.71) Total Beam Length (ft) = 4.44 Loading information: PointLoads: Dist o.44 LineLoads: Load 1 2 J 4 DL 0.002 0.002 0.002 0.002 0.010 0.010 DL 0.o12 o.o12 0.013 0.0't3 0.002 0.002 0.010 0.010 CDL 0.002 0.002 0.002 0.002 0.010 0.010 coL 0.012 0.012 0.013 0.013 0.002 0.002 0.010 0.010 LL Red% 0.000 0.000 0.007 0.007 0.000 0.000 LL 0.000 0.000 0.050 0.050 0.007 0.007 0.000 0.000 Type NonRed NonRed NonRed Red% Type NonRed NonRed NonRed NonRed StorLL Red% CLL 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.004 0.004 0.000 0.000 DL CDL0.06 0.06 RedLL DL 0.010 0.010 0.013 0.013 0.126 0-'151 0.158 0.189 0.010 Red% coL 0.0't 0 0.010 0.013 0.013 0.126 0.151 0.158 0-189 0.010 NonRLL LL 0.000 0.000 0.050 0.050 0.000 0.000 0.506 0.604 0.000 CLL O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1181365 09/15/05 09:12:35 Load DL 0.010 DL 0.010 0.010 0.013 0.013 o.047 0.088 0.059 0.1 10 0.010 0.010 CDL 0.010 Type NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 CLL 0.000 0.000 0.025 0.D25 0.000 0.000 0.219 0.316 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.118 0.219 0.000 0.000 Dist 4.44 CDL RedLL 0.05 OL 0.010 0.010 0.013 0.013 0.088 oj26 0.110 0.158 0.010 0.010 LL 0.000 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.351 0.506 0.000 0.000 Red% LL Red% 0.000 0.000 0.050 0.050 0.000 0.000 0.189 0.351 0.000 0.000 Beam Number = 84 Span information (ft); l-End (-0.33,13.21), J-End (-0.33,20.27) Total Beam Length (ft) = 7.06 Loading information: PointLoads: Dist ?qn LineLoads: Load 1 z 4 5 DL 0.05 Red% NonRLL StorLL Red% RoofLL CLL Dist 0.00 7.06 0.00 7.06 0.00 7.06 0.00 7.06 0.00 I .Ub Dist 0.00 '.JJ0.00 7 q'l 0.00 0.00 7.33 0.00 /.JJ coL 0.010 0.010 0.013 0.013 0.088 0.126 0.110 0.158 0.010 0.010 CDL 0.010 0.010 0.013 0.013 o.047 0.088 0.059 0.110 0.010 0.010 Type NonRed Beam Number = 85 Span information (ft): l-End (-0.33,5.88), J-End (-0.33,13.21) Total Beam Lengtn 1ft; = 7.33 Loading information; PointLoads: Dist 2.84 6.85 LineLoads: Load 1 z ,J 4 RedLL NonRLLDL CDL0.03 0.030.04 0.04 Red% RoofLL CLL Beam Number = 92 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1'19/365 09i15/05 09:12:35 O Beam Number=9s Span information (ft): l-End (40.42,-3.75), J-End (45.17,-3.751 Total Beam Length (ft) = 4.74 Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 o.029 0.029 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 Span information (ft): l-End (19.85,-3.75), J-End (30.97,-3.75) Total Beam Length (ft) = 11.13 Loading information: LineLoads:Load Dist 1 0.00 11.122 0.00 11.123 0.00 11.12 Dist 0.00 4.69 0.00 4.69 0.00 4.69 Dist 0.00 4.76 0.00 4.76 0.00 4.76 Beam Number = 93 Span information (ft): l-End (30.97,-3.75), J-End (35.67,-3.75) Total Beam Length (ft) = 4.69 Loading information: LineLoads: Load 1 2 Beam Number = 94 Span information (ft): l-End (35.67,-3.75), Total Beam Length (ft) = 4.76 Loading information: J-End (40.42,-3.75) LineLoads: Load 1 2 J DL 0.012 0.012 0.015 0.015 0.010 0.010 DL 0.010 0.010 0.013 0.013 0.010 0.010 DL 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.o12 o.012 0.015 0.015 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.058 0.058 0.000 0.000 LL 0.000 0.000 0.050 0.050 0.000 0.000 LL 0.000 0.000 0.050 0.050 0.000 0.000 *"Y *"Y Red% Type NonRed NonRed NonRed O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page '1201365 09/'15/05 09:12:35 Loading information: LineLoads: Load 1 2 Dist 0.00 4.74 0.00 4.74 0.00 4.74 Dist 0.00 3.54 0.00 3.54 0.00 3.54 Dist 0.00 9.50 0.00 9.50 0.00 9.50 DL 0.010 0.010 0.013 0.013 0.010 0.010 DL 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.050 0.050 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.025 0.025 0.000 0.000 Roofl-L 0.00 CLL 0.000 0.000 0.004 0.004 0.000 0.000 CDL RedLL Red% NonRLL 1.93 0.00 0.0 4.03 DL CDL LL 0.002 0.002 0.0000.oo2 0.002 0.0000.002 0.002 0.0080.002 0.002 0.0080.010 0.010 0.0000.010 0.010 0.000 *"Y Type NonRed Non Red NonRed Red%Type NonRed NonRed Non Red StorLL Red% 0.00 0.0 Red% Type NonRed NonRed NonRed Beam Number = 96 Span information (ft): l-End (45.17,-3.75), J-End 148.71,-3.751 Total Beam Length (ft) = 3.54 Loading information: LineLoads: Load 1 2 LL 0.000 0.000 0.050 0.050 0.000 0.000 Beam Number = 98 Span information (ft): l-End (35.67,13.21), J-End 145.17,13.21t Total Beam Length (ft) = 9.50 Loading information: PointLoads: Dist 4.76 LineLoads: Load 1 2 Beam Number = 101 Span information (ft): l-End (32.42,35.21), J.End (45.67,35.21) Total Beam Length (ft) = 13.25 Loading information: PointLoads: Red% Snow DL 1.93 CLL 2.O1 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 1211365 09/15/05 09:12:35 Dist 5.25 9.25 6.58 LineLoads: Load 1 2 Oist OL 5.25 0.71 9.25 0.62 LineLoads: Load Dist1 0.00 13.252 0.00 13.253 0.00 13.25 StorLL Red%0.00 0.00.00 0.00.00 0.0 Red% Type NonRed NonRed NonRed StorLL 0.00 0.00 Red% RoofLL0.0 0.00 0.0 0.00 CDL RedLL0.71 0.00o.72 0.00 DL 0.002 0.002 0.002 0.002 0.010 0.010 DL CDL RedLL Red% NonRLL0.68 0.68 0.00 0.0 1.440.59 0.59 0.00 0.0 1.242.68 0.00 0.00 0.0 3.95 Dist DL CDL LL 0.00 0.002 0.002 0.00013.25 0.002 0.002 0.000 0.00 0.002 0.002 0.00813.25 0.002 0.002 0.0080.00 0.014 0.014 0.00013.25 0.014 0.014 0.000 Roofl-L 0.00 0.00 0.00 CLL 0.000 0,000 0.004 0.004 0.000 0.000 Red% Snow Snow Snow CLL o.72 0.62 0.00 Beam Number = 1O2 Span information (ft): l-End (13.42,55.21), J-End (26.67,55.211 Total Beam Length (ft) = 13.25 Loading information: PointLoads:Dist DL3.92 0.719.25 0.72 LineLoads: Load Dist'r 0.00 '13.252 0.oo 13.25 3 0.00 13.25 CDL o.o02 0.002 o.002 0.002 0.010 0.010 NonRLL 1.5'l 1.53 LL 0.000 0.000 0.008 0.008 0.000 0.000 NonRLL 1.51 1.31 LL 0.000 0.000 0.008 0.008 0.000 0.000 Red% CLL Snow 0.76 Snow 0.76 Red% 0.0 0.0 Beam Number = 103 Span information (ft): l-End (32.42,55.211, Total Beam Length (ft) = 13.25 Loading information: PointLoads: Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004 NonRed 0.000 0.000 StorLL Red% RooftL 0.00 0.0 0.00 0.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 J-End (45.67,55.211 CDL o.71 0.62 Red% CLL Snow 0.76 SnOW U.CIJ RedLL Red% 0.00 0.0 0.00 0.0 DL 0.002 0.002 0.002 0.002 0.010 0.010 CDL 0.002 0.002 0.002 0.002 0.010 0.010 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1221365 09/15/05 09:12:35 Beam Number = 104 Span information (ft): l-End (41.67,55.21), J-End 141.67,61.751 Total Beam Length (ft) = 6.54 Loading information: LineLoads: Load 1 2 J Beam Number = 105 Span information (ft): l-End (37.67,55.21), Total Beam Length (ft) = 6.54 Loading information: J-End (37.67,61.75) LineLoads: Load 1 2 Beam Number = 109 Span information (ft): l-End (41.67,29.00), Total Beam Length (ft) = 6.21 Loading information: J-End (41.67,35.21) LineLoads: Load 1 2 Beam Number = 110 Span information (ft): l-End (37.67,29.00), J-End (37.67,35.21) Total Beam Length (ft) = 6.21 Dist 0.00 6.54 0.00 6.54 0.00 6.54 Dist 0.00 6.54 0.00 6.54 0.00 6.54 Dist 0.00 6.21 0.00 6.2'l 0.00 6.21 DL 0.080 0.080 0.100 0.100 0.010 0.010 DL 0.093 0.093 0.116 0.116 0.010 0.010 DL 0.080 0.080 0.'t00 0.100 0.010 0.010 CDL 0.080 0.080 0.'t 00 0. 100 0.010 0.010 CDL 0.093 0.093 0.116 0.116 0.010 0.010 CDL 0.080 0.080 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.400 0.400 0.000 0.000 LL 0.000 0.000 0.463 0.463 0.000 0.000 LL 0.000 0.000 0.400 0.400 0.000 0.000 Red% Red% *"Y Type NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed GLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 o.231 o.231 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1231365 09/15/05 09:12:35 Loading information: LineLoads: Load I 2 o Dist 0.00 6.21 0.00 6.21 0.00 6.21 Dist 0.00 6.21 0.00 o.z I 0.00 6.21 Dist 0.00 6.21 0.00 6.21 0.00 6.21 0.00 6.2',1 DL 0.093 0.093 0.116 0.116 0.0'10 0.010 DL 0.080 0.080 0.'100 0.100 0.010 0.0't0 DL 0.056 0.090 0.058 0.109 0.012 0.003 0.010 0.010 CDL 0.093 0.093 0.116 0.116 0.010 0.010 CDL 0.080 0.080 0.100 0.100 0.010 0.010 CDL 0.056 0.090 0.058 0.109 0.012 0.003 0.010 0.010 LL 0.000 0.000 0.463 0.463 0.000 0.000 LL 0.000 0.000 0.400 0.400 0.000 0.000 Red% Red% Redo/o Type NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.2s1 0.231 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 GLL 0.000 0.000 0.1't5 o.219 0.023 0.006 0.000 0.000 Beam Number = 111 Span information (ft): l-End (22.67,29.00), Total Beam Length (ft) = 6.21 Loading information: LineLoads: Load 1 2 Beam Number = 112 Span information (ft): l-End (18.67,29.00), Total Beam Length (ft) = 6.21 Loading information: LineLoads: Load 1 2 J 4 Beam Number = 113 Span information (ft): l.End (49.67,29.00), Total Beam Length (ft) = 16.71 Loading information: LineLoads: J-End (22.67,3s.21) J-End (18.67,35.21) LL 0.000 0.000 o.231 0.437 0.037 0.009 0.000 0.000 J-End (49.67,45.71) O Loads on Gravitu Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1241365 09/15/05 09:12:35 Load 1 Dist 0.00 16.71 0.00 't6.71 0.00 16.71 DL 0.080 0.080 0.100 0.100 0.012 0.o12 0.00 DL 0.002 0.002 0.002 0.002 0.036 0.059 0.045 0.074 0.059 0.021 0.o74 0.026 0.010 0.010 DL 0.010 0.010 *"Y Type NonRed NonRed NonRed CLL 0.000 0.000 0.200 0.200 0.000 0.000 0.00 CLL 0.000 0.000 0.004 0.004 0.000 0.000 0.090 0.149 0.000 0.000 o.149 0.05'l 0.000 0.000 CDL 0.080 0.080 0.100 0.100 0.012 o.o12 LL 0.000 0.000 0.400 0.400 0.000 0.000 Red% NonRLL 0.0 1.95 CDL LL 0.002 0.0000.002 0.0000.002 0.0070.002 0.0070.036 0.0000.059 0.000 0.045 0.144 0.074 0.2380.059 0.0000.021 0.0000.074 0.2380.026 0.0820.010 0.0000.010 0.000 Beam Number = 130 Span information (ft): l-End 111.17,24.71), J-End (11.17,36.06) Total Beam Length (ft) = 11.35 Loading information: Pointloads: Dist 4.00 7 2.4 6.00 LineLoads: Load 1 2 4 5 6 DL 0.03 o-o2 1.28 Dist 0.00 11.35 0.00 1 1.35 0.00 4.29 0.00 4.25 4.29 1 1.35 4.29 11.35 0.00 11.35 CDL 0.03 0.o2 0.00 Red% RoofLL 0.00 *"Y 0.0 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed 0.00 Beam Number = 142 Span information (ft): l-End (-0.33,40.06), J-End (2.88,40.06) Total Beam Length (ft) = 3.21 Loading information: LineLoads: Load 1 CLL 0.000 0.000 LL 0.000 0.000 Dist 0.00 3.21 CDL 0.010 0.010 Red%Type NonRed Beam Number = 143 Span information (ft): l-End (-0.33,44.06), J-End (2.88,44.06) Total Beam Length (ft) = 3.21 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 1251365 09/15/05 09:12:35 Loading information: LineLoads: Load 1 Red% Type NonRed CLL 0.000 0.000 Beam Number = 144 Span information (ft): l-End (-0.33,48.06), J-End (2.88,48.06) Total Beam Length (ft) = 3.21 Loading information: LineLoads: Load 1 Dist 0.00 3.21 Dist 0.00 3.21 Dist 0.00 3.21 DL 0.010 0.010 DL 0.010 0.010 DL 0.010 0.010 CDL 0.010 0.0'10 LL 0.000 0.000 LL 0.000 0.000 LL 0.000 0.000 Beam Number = 145 Span information (ft): l-End (-0.33,52.06), J-End (2.88,52.06) Total Beam Length (ft) = 3.21 Loading information: LineLoads: Load 1 CDL 0.010 0.010 CDL 0.010 0.010 Red% Red% Type NonRed Type Non Red CLL 0.000 0.000 CLL 0.000 0.000 Beam Number = 148 Span information (ft): l-End (57.79,20.98), J-End (87.61,20.98) Total Beam Length (ft) =29.82 Cantilever on left (ft) = 5.65 Cantilever on right (ft) = 1.13 Loading information: PointLoads: Dist DL CDL RedLL 0.00 3.56 3.56 0.000.00 0.13 0.13 0.004.00 2.50 2.50 0.004.00 2.50 2.50 0.008.00 2.49 2.45 0.008.00 2.7't 2.71 0.00 1 1.95 2.49 2.49 0.0012.77 5.91 4.50 0.0015.95 2.50 2.50 0.0015.95 0.77 0.77 0.0019.95 2.50 2.50 0.0019.95 0.85 0.85 0.00 RoofLL Red% CLL0.00 Snow 3.420.00 Snow 0.130.00 Snow 2.470.00 Snow 2.470.00 Snow 2.460.00 Snow 2.710.00 Snow 2.460.00 Snow 4.260.00 Snow 2.470.00 Snow 0.810.00 Snow 2.470.00 Snow 0.90 Red% NonRLL0.0 6.840.0 0.260.0 4.950.0 4.950.0 4.92 0.0 5.420.0 4.920.0 11.190.0 4.950.0 1.61 0.0 4.95 0.0 1.80 StorLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Red% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 126i365 09/15/05 09:12:35 Dist 23.96 23.96 27.96 28.13 29.82 29.82 LineLoads: Load 1 DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% 2.5O 2.5o 0.00 0.0 4.95 0.00 0.0 0.00 Snow0.87 0.87 0.00 0.0 '1.83 0.00 0.0 0.00 Snow2.41 2.41 0.00 0.0 4.73 0.00 0.0 0.00 Snow 4.05 4.05 0.00 0.0 7.92 0.00 0.0 0.00 Snow4.2'l 4.2'l 0.00 0.0 7.41 0.00 0.0 0.00 Snow5.40 5.40 o.00 0.0 9.27 0.00 0.0 0.00 Snow Dist DL CDL LL Red% Type CLL 0.00 0.071 0.071 0.000 NonRed 0.000 5.65 0.07't 0.071 0.000 0.000 5.65 0.071 0.071 0.000 NonRed 0.000 28.69 0.071 0.071 0.000 0.000 28.63 0.071 0.071 0.000 NonRed 0.000 29.82 0.071 o.O7',t 0.000 0.000 Red% RoofLL0.0 0.000.0 0.000.0 0.000.0 0.00 CLL 2.47 0.92 2.37 3.97 4.20 5.28 Red% CLL Snow 2.47 Snow 2.47 Snow 2.47 Snow 2.47 Beam Number = 149 Span information (ft): l-End (57.79,45.71), J-End (69.75,45.71) Total Beam Length (ft) = 11.95 Loading information: PointLoads:Dist DL 4.00 2.508.00 2.49 LineLoads:Load Dist'1 0.00 11.952 0.00 11.953 0.00 11.95 CDL RedLL Red% NonRLL 2.50 0.00 0.0 4.95 2.49 0.00 0.0 4.92 DL CDL LL 0.010 0.010 0.0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.050o.o22 0.022 0.000 o.o22 0.022 0.000 StorLL 0.00 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.025 0.025 NonRed 0.000 0.000 Red% RooftL Red% CLL 0.0 0.00 Snow 2.47 0.0 0.00 Snow 2.46 Beam Number = 150 Span information (ft): l-End (69.75,45.71), J-End (85.92,45.711 Total Beam Length (ft) = 16.17 Loading information: PointLoads: Dist 4.00 8.00 12.OO 16.00 LineLoads: Load 1 2 DL CDL RedLL Red% 2.50 2.50 0.00 0.0 2.50 2.50 0.00 0.02.50 250 0.00 0.02.49 2.49 0.00 0.0 D.st DL CDL0.00 0.010 0.010 16.17 0.010 0.0100.00 0.013 0.013 Red% Type CLLNonRed 0.000 0.000NonRed 0.025 NonRLL 4.95 4.95 4.95 4.93 LL 0.000 0.000 0.050 StorLL 0.00 0.00 0.00 0.00 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1271365 09/15/05 09:12:35 Beam Number = 151 Span information (ft): l-End (85.92,45.71), J-End ('100,75,45.711 Total Beam Length (ft) = 14.83 Cantilever on right (ft) = 3.75 Loading information: PointLoads: Dist 3.83 7.83 14.83 LineLoads: Load 1 2 J 4 o Load Dist 16.'t7 0.00 't6.17 DL 0.013 0.031 0.031 CDL 0.013 0.031 0.031 LL 0.050 0.000 0.000 LL 0.000 0.000 0.047 0.072 Type NonRed GLL 0.025 0.000 0.000 CLL 0.000 0.000 0.029 0.045 DL CDL RedLL Red% '1 .99 1.99 0.00 0.0 1 .14 1.14 0.00 0.00.90 0.90 0.00 0.0 Dist DL CDL0.00 0.010 0.010 1 1 .08 0.0'1 0 0.01 00.00 0.013 0.013 1 1 .08 0.013 0.013 '1 1 .08 0.010 0.01014.83 0.010 0.010 1 1 .08 0.013 0.01314.83 0.013 0.0130.00 0.022 0.02211.08 0.022 0.02211.08 0.022 0.02214.83 0.022 0.022 CDL RedLL3.19 0.00 0.02 0.03 0.04 0.05 0.06 DL 0.028 0.028 0.015 0.023 NonRLL 4.07 2.38 1.50 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.050 0.050 0.000 0.000 0.000 0.000 StorLL 0.00 0.00 0.00 *"Y RooftL 0.00 0.00 0.00 CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.025 0.025 0.000 0.000 0.000 0.000 CLL 2.04 1.20 0.86 CLL,oo Red% 0.0 0.0 0.0 Type NonRed NonRed NonRed NonRed NonRed NonRed Red% Snow Snow Snow Beam Number = 157 Span information (ft): l-End (100.75,-3.75), J-End (100.75,20.98) Total Beam Length (ft) = 24.73 Loading information: PointLoads: Dist DL 0.84 3.19 6.73 0.02't0.73 0.03 14.73 0.04't8.73 0.05 22.73 0.06 LineLoads: Load Dist 1 0.00 0.84 2 0.00 0.84 Red% NonRLL0.0 5.24 StorLL Red% RoofLL0.00 0.0 0.00 Red% Snow CDL 0.028 0.028 0.015 0.023 Red% Type NonRed NonRed O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1281365 09/15/05 09:12:35 Dist 0.00 0.84 0.84 24.73 0.84 24.73 0.00 24.73 0.00 24.73 0.00 24.73 Dist DL 4.00 't.95 8.00 1.2012.00 0.44 LineLoads: Load Dist 1 0.00 14.832 0.00 14.833 0.00 14.83 CDL RedLL Red% NonRLL1.95 0.00 0.0 4.011.20 0.00 0.0 2.50o.44 0.00 0.0 0.90 DL CDL LL0.010 0.010 0.000 0.010 0.010 0.0000.013 0.013 0.050 0.013 0.013 0.050 0.022 0.022 0.000 0.022 0.022 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.041 0.026 0.000 0.000 0.000 0.329 0.000 0.000 0.025 0.025 0.000 0.000 StorLL Red% RoofLL 0.00 0.0 0.000.00 0.0 0.00 0.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.025 0.025NonRed 0.000 0.000 StorLL 0.00 Red% RoofLL 0.0 0.00 Load J OL o.o21 0.013 0.000 0.131 0.000 0.164 0.010 0.010 0.013 0.012 0.031 0.031 coL o.021 0.013 0.000 0.131 0.000 o.164 0.010 0.010 0.013 o.012 0.031 0.031 LL 0.083 0.051 0.000 0.000 0.000 0.526 0.000 0.000 0.050 0.049 0.000 0.000 Beam Number = 158 Span information (ft): l-End (85.92,-3.75), J-End (100.75,-3.75t Total Beam Length (ft) = 14.83 Loading information: PointLoads: Red% CLL Snow 2.01Snow 1.26 Snow 0.46 Beam Number = 162 Span information {ft}: l-End (85.92,-3.75}, J-End (85.92,20.98) Total Beam Length (ft) =24.73 Loading information: PointLoads: Dist 15.75 LineLoads: Load 1 2 J 4 Red% CLL Snow 2.47 DL 2.46 CDL RedLL Red% NonRLL 2.46 0.00 0.0 4.94 DL CDL LL 0.000 0.000 0.0000.042 0.042 0.0000.000 0.000 0.0000.052 0.052 0.2080.042 0.042 0.0000.042 0.042 0.000 0.052 0.052 0.208 Red% Type CLL NonRed 0.000 0.000NonRed 0.000 o.104NonRed 0.000 0.000NonRed 0.104 Dist 0.00 4.27 0.00 4.27 4.27 24.73 4.27 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 129/365 09/15i05 09:12:35 Beam Number = 169 Span information (ft): l-End (53.67,45.71), Total Beam Length (ft) = 18.50 Load o 8 I 10 11 't2 Dist 24.73 0.00 20.53 0.00 18.48 18.48 20.53 18.48 20.53 20.53 24.73 20.53 24.73 20.53 24.73 0.00 24.73 DL 0.052 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.004 0.040 0.017 0.046 0.012 0.004 0.009 0.026 0.026 CDL 0.052 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.004 0.040 a.u7 0.046 o.o12 0.004 0.009 0.026 4.026 Type Non Red NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.104 0.000 0.000 0.100 0.100 0.100 0.092 0.000 0.008 0.000 0.000 0.092 0.023 0.008 0.019 0.000 0.000 GLL 0.000 0.000 o.227 0.227 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 LL 0.208 0.000 0.000 0.200 o.200 0.200 0.184 0.000 0.013 0.000 0.000 0.184 0.047 0.013 0.030 0.000 0.000 J-End (53.67,64.21) Loading information: LineLoads: Load Dist 1 0.00 18.50 2 0.00 '18.50s 0.00 18.50 DL 0.091 0.091 o.114 0 .114 0.014 0.014 CDL 0.091 0.091 o.'t14 0.114 0.014 0.014 LL 0.000 0.000 0.454 0.454 0.000 0.000 Red% Beam Number = 170 Span information (ft): l-End (53.67,29.00), Total Beam Length (ft) ='16.71 J-End (53.67,45.71) Loading information: LineLoads: Load Dist 1 0.00 16.71 2 0.00 16.713 0.00 16.71 Beam Number = 171 DL 0.080 0.080 0.100 0.100 o.o1? o.o'12 CDL 0.080 0.080 0.100 0.100 o.o12 o.012 LL 0.000 0.000 0.400 0.400 0.000 0.000 Red% O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '130/365 09/15/05 09:12:35 O Beam Number=1E1 Span information (ft): l-End (53.67,18.54), J-End (53.67,29.00) Total Beam Length (ft) = 10.46 Type NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.103 0.103 0.000 0.000 CLL 0.000 0.000 0.212 0.212 0.000 0.000 CLL 0.000 0.000 o.227 0.227 0.000 0.000 Span information (ft): l-End (57.67,29.00), J-End (57.67,45.711 Total Beam Length (ft) = 16.71 Loading information: LineLoads:Load Dist1 0.00 16.7'l2 0.00 16.713 0.00 16.71 DL 0.041 0.041 0.052 0.052 0.012 0.012 CDL 0.041 0.041 0.052 0.052 0.012 o.o12 LL 0.000 0.000 0.206 0.206 0.000 0.000 *"Y Beam Number = 173 Span information (ft): l-End (49.67,18.54), Total Beam Length (ft) = '10.46 J-End (49.67,29.00) Loading information: LineLoads:Load Dist 1 0.00 10.46 2 0.00 10.463 0.00 10.46 Dist 0.00 6.54 0.00 6.54 0.00 6.54 Beam Number = 179 Span information (ft): l-End (53.67,12.00), Total Beam Length (ft) = 6.54 Loading information: LineLoads: Load 1 2 DL 0.085 0.085 0.106 0.106 0.010 0.010 CDL 0.085 0.085 0.106 0.106 0.010 0.010 LL 0.000 0.000 0.425 0.425 0.000 0.000 LL 0.000 0.000 o.454 0.454 0.000 0.000 Red% *"Y J-End (53.67,18.54) DL 0.091 0.091 0.114 0.114 0.010 0.010 CDL 0.09'1 0.091 o.114 0.114 0.010 0.010 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 131/365 09/15/05 09:12:35 Beam Number = 183 Span information (ft): l-End (53.67,-8.46), J-End (53.67,12.00) Total Beam Length (ft) = 20.46 Loading information: LineLoads: Load Dist 1 0.00 10.462 0.00 10.463 0.00 10.46 Loading information: LineLoads:Load Dist1 0.00 20.462 0.00 20.463 0.00 20.46 Loading information; LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 LL 0.000 0.000 0.394 0.394 0.000 0.000 Red% LL Red% 0.000 0.000 o.454 0.454 0.000 0.000 LL Red% 0.000 0.000 0.400 0.400 0.000 0.000 DL 0.079 0.079 0.098 0.098 0.010 0.o'10 DL 0.091 0.091 0.114 0.1't4 0.016 0.016 DL 0.080 0.080 0.100 0.100 v.vzz o.o22 CDL 0.079 0.079 0.098 0.098 0.010 0.010 TyPe NonRed NonRed NonRed Type NonRed Non Red NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.197 0.197 0.000 0.000 CLL 0.000 0.000 0.227 0.227 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 Beam Number = 187 Span information (ft): l-End (61.79,20.98), J-End 161.75,45.711 Total Beam Length (ft) = 24.73 CDL 0.091 0.091 0.114 0.114 0.016 0.016 CDL 0.080 0.080 0.100 0.100 0.o22 o.o22 Beam Number = 188 Span information (ft): l-End (61.79,-3.75), Total Beam Length (ft) = 24.73 J-End (61.79,20.98) o Loading information: LineLoads: Load Oist OL 1 0.00 0.08024.73 0.080 Type NonRed CDL 0.080 0.080 LL Red% 0.000 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1321365 09/15105 09:12:35 Beam Number = 189 Span information {ft): l-End (65-79,20.98), Total Beam Length (ft) = 24.73 Load 2 ,t Dist 0.00 24.73 0.00 24.73 DL 0.100 0.100 o.o22 o.022 CDL 0.100 0.100 o.o22 0.022 LL 0.400 0.400 0.000 0.000 Red%Type NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.200 0.200 0.000 0.000 J-End (65.79,45.71) Loading informationl LineLoads: Load Dist1 0.00 24.73 2 0.00 24.733 0.00 24.73 DL 0.080 0.080 0.099 0.099 0.022 0.022 CDL 0.080 0.080 0.099 0.099 0.022 0.o22 LL 0.000 0.000 0.398 0.398 0.000 0.000 Red%CLL 0.000 0.000 0.199 0.199 0.000 0.000 CLL 0.000 0.000 o.219 0.219 0.000 0.000 CLL 0.000 0.000 0.199 0.199 0.000 0.000 O Beam Number=190 Span information (ft): l-End (65.79,-3.75), Total Beam Length (ft) = 24.73 J-End (65.79,20.98) Loading information: LineLoads:Load Dist1 0.00 z+.1 c 2 0.00 24.73s 0.00 24.73 DL 0.088 0.088 0.'l 10 0.110 0.022 0.022 coL 0.088 0.088 0.1 10 0.110 0.022 0.022 LL 0.000 0.000 0.438 0.438 0.000 0.000 Red% Beam Number = 191 Span information (ft): l-End (69.75,20.98), Total Beam Length (ft) =24.73 J-End {69.75,45.711 Loading information: LineLoads: Load Dist 1 0.00 24.732 0.00 24.733 0.00 24.73 DL 0.080 0.080 n nqo 0.099 0.022 o.o22 CDL 0.080 0.080 0.099 0.099 0.022 o.022 LL 0.000 0.000 0.398 0.398 0.000 0.000 Red% O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 133/365 09/15/05 09:12:35 Beam Number = 192 Span information (ft): l-End (73.75,20.98), J-End 173.75,45.7'll Total Beam Length (ft) = 24.73 Beam Number = 193 Span information (ft): l-End 177.75,20.98), J-End (77.75,45.71) Total Beam Length (ft) = 24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 21.I J3 0.00 24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 LL Red% 0.000 0.000 0.400 0.400 0.000 0.000 LL Red% 0.000 0.000 0.400 0.400 0.000 0.000 DL 0.080 0.080 0.100 0.100 0.o22 o.o22 DL 0.080 0.080 0.100 0.100 0.o22 0.o22 DL 0.080 0.080 0.100 0.100 o.o22 o.o22 GDL 0.080 0.080 0.100 0.100 0.o22 o.022 CDL 0.080 0.080 0.100 0.100 0.022 0.o22 Type NonRed NonRed NonRed Type NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 0.000 Beam Number = 194 Span information (ft): l-End (81.75,20.98), J-End (81.75,45.711 Total Beam Length (ft) = 24.73 CDL 0.080 0.080 0.100 0.100 o.o22 0.o22 LL Red% 0.000 0.000 0.400 0.400 0.000 0.000 Beam Number = 195 Span information (ft): l-End (85.75,20.98), Total Beam Length (ft) = 24.73 J-End (85.75,45.711 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 134/365 09/15/05 09:12:35 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 3.894 0.00 'l Ro 5 0.00 3.896 3.89 24.737 3.89 5.918 3.89 c q1 I 5.92 24.7310 0.00 24.73 DL 0.040 0.040 0.050 0.050 0.0't I 0.040 0.0'15 0.046 0.009 0.004 0.040 0.040 0.046 0.050 0.004 0.000 0.050 0.050 0.o22 0.o22 DL 0.o72 0.072 0.090 0.090 0.010 0.010 DL 0.080 0.080 0- 100 0.100 0.010 CDL 0.040 0.040 0.050 0.050 0.019 0.040 0.015 0.046 0.009 0.004 0.040 0.040 0.046 0.050 0.004 0.000 0.050 0.050 o.o22 o.022 CDL 0.072 0.072 0.090 0.090 0.010 0.010 LL 0.000 0.000 0.200 0.200 0.000 0.000 0.059 0.184 o.027 0.013 0.000 0.000 0.184 0.200 0.013 0.000 0.200 0.200 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.000 0.000 o.D29 0.092 0.017 0.008 0.000 0.000 0.092 0.100 0.008 0.000 0.100 0.100 0.000 0.000 Beam Number =215 Span information (ft): l-End (73.75,12.00), Total Beam Length (ft) = 8.98 Loading information: LineLoads: Load 1 2 Beam Number =216 Span information (ft): l-End (77.75,12.o01, Total Beam Length (ft) = I 98 Loading information: LineLoads: Load 1 2 J-End (73.75,20.98) Dist 0.00 8.98 0.00 8.98 0.00 8.98 Dist 0.00 NQR 0.00 8.98 0.00 LL 0.000 0.000 0.359 0.359 0.000 0.000 *"1"1: Red% TYPe NonRed NonRed NonRed TYPe NonRed NonRed NonRed CLL 0.000 0.000 0.180 0.180 0.000 0.000 CLL 0.000 0.000 0.200 0.200 0.000 J-End (77.75,20.s81 CDL 0.080 0.080 0.100 0.100 0.010 LL 0.000 0.000 0.400 0.400 0.000 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 135/365 09115105 09:12:35 Beam Number = 217 Span information (ft): l-End (81.75,12.00f, J-End (81.75,20.98) Total Beam Length (ft) = 8.98 Dist 8.98 Loading information: LineLoads:Load Dist't 0.00 8.982 0.00 8.983 0.00 8.98 LL 0.000 LL Red% 0.000 0.000 0.408 0.408 0-000 0.000 Type CLL 0.000 Type NonRed NonRed NonRed CLL 0.000 0.000 0.204 0.204 0.000 0.000 Red% RoofLL 0.0 0.00 Type CLL NonRed 0.000 0.000NonRed 0.025 0.025 NonRed 0.000 0.000 DL 0.010 DL 0.082 0.082 o.102 0.102 0.010 0.010 CDL 0.010 CDL 0.082 0.082 0.102 0.102 0.010 0.010 Beam Number = 224 Span information (ft): l-End (5.96,-3.75), J-End (12.17,-3.751 Total Beam Length (ft) = 6 21 Loading information: Pointloads: Dist DL2.21 1.53 LineLoads:Load Dist1 0.00 6.2',12 0.00 3 0.00 6.21 DL CoL RedLL Red% 0.06 0.060.05 0.050.04 0.04 Dist DL GDL 0.00 0.131 0.13110.99 0.071 0.071 Beam Number=226 Span information (ft): l-End (100.75,20.98), J-End (100.75,31.97) Total Beam Length (ft) = 10.99 Loading information: PointLoads: Dist 2.00 6.00 10.00 LineLoads: Load 'l NonRLL StorLL Red% RoofLL LL Red% Type0.000 NonRed 0.000 Red% CLL Snow 1 .59 CDL I E.> RedLL 0.00 Red% NonRLL0.0 3.18 StorLL 0.00 DL CDL0.010 0.0100.010 0.0100.013 0.0130.013 0.0130.010 0.0100.010 0.010 LL Red% 0.000 0.000 0.050 0.050 0.000 0.000 CLL 0.000 0.000 a Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 136/365 09/15/05 09:12:35 O Beam Number=228 Span information (ft): l-End (97.00,31.97), Total Beam Length (ft) = 13.74 Loading information: PointLoads: Dist 3.01 3.01 6.08 LineLoads: Load 1 2 J 4 o 8 q 0.00 0.00.00 0.0 DL CDL0.033 0.0330.000 0.000 0.042 0.042 0.000 0.000 0.033 0.033 0.033 0.033 0.023 0.023 0.000 0.000 0.018 0.0180.041 0.0410.041 0.0410.041 0.041 0.038 0.038 0.038 0.038 0.047 0.047 0.047 0.047 0.000 0.000 J-End (100.75,31.97) Red% Red% 0.00 0.0 0 00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red% RoofLL CLL 0.329 0.'t77 0.000 0.000 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.00 0.00 CLL 0.o00 0.000 0.084 0.000 0.000 0.000 0.045 0.000 0.036 0.081 0.081 0.081 0.000 0.000 0.094 0.094 0.000 CLL 0.32 2.51 Beam Number=227 Span information (ft): l-End (97.00,31.97), Total Beam Length (ft) = 3.75 Loading information: LineLoads: Load 1 Load 2 4 Dist 0.00 10.99 0.00 10.99 0.00 10.99 0.00 10.99 Dist 0.00 3.75 DL 0.164 0.089 0.010 0.010 o.o12 0.o12 0.012 0.o't2 DL 0.010 0.010 CDL 0.164 0.089 0.0'10 0.010 0.012 o.012 o.012 0.012 LL 0.526 o.284 0.000 0.000 0.049 0.049 0.000 0.000 LL 0.000 0.000 Type Non Red NonRed NonRed NonRed Type Non Red CDL 0.010 0.010 J-End (97.00,45.71) DL 0.o2 0.01 0.34 2.57 Dist 0.00 6.08 0.00 6.08 6.08 13.7 4 6.08 8.05 6.08 8.05 8.05 13.74 0.00 5.50 0.00 5.50 5.50 CDL 0.02 0.01 0.34 2.57 NonRLL u.3z 4.45 LL 0.000 0.000 0.134 0.000 0.000 0.000 0.073 0.000 o.o72 0.163 0.163 0.163 0.000 0.000 0.150 0.150 0.000 Snow Snow a Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 137/365 09/15i05 09:12:35 O Beam Number=249 Span information (ft): l-End (100.75,31.97), Total Beam Length (ft) = 13.74 Loading information: PointLoads: Dist 3.01 7.O1 12.32 LineLoads: Load 1 2 6 8 I 0.0 CDL 0.038 0.038 0.047 0.047 0.038 0.000 0.o47 0.000 0.038 0.038 0.028 0.015 0.019 0.032 0.000 0.015 0.015 0.000 J-End (100.75,45.711 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed 0.00 *"Y 0.0 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed RoofLL 0.00 CLL 0.000 0.000 0.094 0.094 0.000 0.000 0.094 0.000 0.000 0.000 0.057 0.030 0.037 0.064 0.000 0.030 0.030 0.000 CLL Snow 0.32 Load 10 11 12 .l? 14 44 16 17 18 19 Dist 12.32 5.50 8.05 12.32 8.05 't2.32 12.32 13.74 12.32 13.65 12.32 13.63 13.63 13.65 13.63 13.65 13.65 13.74 0.00 13.74 DL 0.038 0.000 0.018 0.000 0.040 0.018 0.006 0.038 0.038 0.040 0.045 0.006 0.001 0.002 0.000 0.000 0.001 o.047 o.o47 0.014 0.014 CDL 0.038 0.000 0.018 0.000 0.040 0.018 0.006 0.038 0.038 0.040 0.045 0.006 0.001 0.002 0.000 0.000 0.001 0.o47 0.o47 0.014 0.014 LL 0.000 0.000 0.056 0.000 o.162 0.056 o.02'l 0.000 0.000 o.162 o.182 o.021 0.005 0.005 0.000 0.000 0.005 0.188 0.188 0.000 0.000 CLL 0.000 0.000 0.035 0.000 0.081 0.035 0.013 0.000 0.000 0.081 0.091 0.013 0.003 0.003 0.000 0.000 0.003 0.094 0.094 0.000 0.000 DL o.o2 0.01 0.33 Dist 0.00 5.50 0.00 5.50 5.50 12.3? 5.50 12.32 12.32 13.74 't2.32 13.63 '12.32 13.65 13.63 13.65 13.63 13.65 CDL o.02 0.01 U.JJ NonRLL 0.54 LL 0.000 0.000 0.150 0.150 0.000 0.000 0.150 0.000 0.000 0.000 0.091 0.049 o.o74 o.127 0.000 0.061 0.048 0.000 RedLL 0.00 DL 0.038 0.038 0.047 o.o47 0.038 0.000 o.047 0.000 0.038 0.038 0.028 0.015 0.019 0.032 0.000 0.0.t5 0.015 0.000 a Loads on GraviglBeams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 138/365 09115105 09:12:35 Load 10 11 12 IJ 14 Dist 13.65 13.74 0.00 13.74 0.00 13.63 13.63 13.74 0.00 13.74 Dist 0.00 2.44 0.00 2-44 0.00 2.44 DL 0.047 0.047 0.010 0.010 0.012 0.012 0.013 0.013 0.010 0.010 CDL 0.047 0.047 0.010 0.010 0.012 0.012 0.013 0.013 0.010 0.010 LL 0.188 0.188 0.000 0.000 0.049 0.049 0.050 0.050 0.000 0.000 GLL 0.094 0.094 0.000 0.000 0.025 0.024 0.025 0.025 0.000 0.000 CLL 0.000 0.000 0.106 0.106 0.000 0.000 J-End (57.79,20.98) LL 0.000 0.000 o.212 o.212 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed Red% Type NonRed NonRed StorLL Red% 0.00 0.0 0.00 0.00.00 0.0 Red% Type NonRed NonRed Beam Number =257 Span information {ft): l-End (57.79,18.54), Total Beam Length (ft) = 2 44 Loading information: LineLoads: Load 1 A DL 0.043 0.043 0.053 0.053 0.010 0.010 CDL 0.043 0.043 0.053 0.053 0.010 0.010 Beam Number = 259 Span information (ft): l-End (-0.33,-2.73), J-End (17.11,29.00) Total Beam Length (ft) = 36 21 Loading information: PointLoads: Dist DL CDL RedLL Red% NonRLL3.93 0.01 0.018.49 0.02 0.02 9.34 0.64 0.64 0.00 0.0 1.2813.06 0.03 0.0317.64 0.O4 0.04 17 .64 1.30 1.30 0.00 0.0 2.6322.18 0.05 0.0525.94 1 .98 1 .98 0.00 0.0 3.86 26.74 0.06 0.06 31.31 1.38 0.63 0.00 0.0 1.95 33.58 2.77 2.77 0.00 0.0 5.22 35.87 0 03 0.03 LineLoads: Load Dist DL CDL LL 1 0.00 0.000 0.000 0.000 31.31 0.132 A.132 0.0002 0.o0 0.000 0.000 0.000 0.00 0.00 1.34 0.0 0.0 RoofLL 0.00 0.00 0.00 0.00 0.00 CLL 0.000 0.000 0.000 Snow 0.65 Snow 1.95 Snow 0.54Snow 2.64 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 139/365 09/15/05 09:12:35 10 't1 12 IJ 14 15 to 17 18 1q Dist 31.31 3't.31 36.2'l 31.31 36.21 0.00 9.34 0.00 7.85 0.00 7.85 7.85 9.34 9.34 17.64 9.34 15.86 9.34 't5.86 15.86 17.64 17.64 25.94 17.64 23.88 17.64 23.88 23.88 25.94 25.94 ae qe 25.94 31.26 25.94 31.26 J | .ZO 33.58 33.58 36.21 33.58 36.21 33.58 36.2',1 0.00 36.21 DL 0.165 0.031 0.052 0.039 0.065 0.039 0.000 0.012 0.008 0.037 0.000 0.008 0.000 0.035 0.000 0.015 0.009 0.029 0.000 0.009 0.000 0.035 0.000 o.017 0.011 o.o27 0.000 0.011 0.000 0.032 0.000 0.019 0.0't2 0.021 0.000 o.o12 0.000 0.035 o.o24 o.022 0.o21 o.022 0.009 o.071 0.071 CDL 0.165 0.03'l 0.052 0.039 0.065 0.039 0.000 0.012 0.008 0.037 0.000 0.008 0.000 0.035 0.000 0.0',|5 0.009 0.029 0.000 0.009 0.000 0.035 0.000 0.017 0.011 0.427 0.000 0.011 0.000 0.032 0.000 0.019 0.012 o.021 0.000 o.o12 0.000 0.035 0.024 o.022 0.021 0.022 0.009 0.071 0.071 LL 0.529 0.000 0.000 0.126 0.209 0.000 0.000 0.038 0.025 0.149 0.000 0.025 0.000 0.000 0.000 0.047 0.030 0.116 0.000 0.030 0.000 0.000 0.000 0.055 0.035 0.106 0.000 0.035 0.000 0.000 0.000 0.062 0.039 0.084 0.000 0.039 0.000 0.000 0.000 0.069 0.066 0.088 0.038 0.000 0.000 Tvpe NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.331 0.000 0.000 0.079 0.130 0.000 0.000 0.024 0.016 0.075 0.000 0.016 0.000 0.000 0.000 0.030 0.019 0.058 0.000 0.019 0.000 0.000 0.000 0.035 0.o22 0.053 0.000 0.o22 0.000 0.000 0.000 0.039 0.025 o.o42 0.000 0.025 0.000 0.000 0.000 0.043 o.o41 0.044 0.019 0.000 0.000 21 ZJ 24 Beam Number = 260 Span information (ft): l-End (-0.33,24.711, J-End 114.75,24.711 Total Beam Length (ft) = 15.09 Loading information: PointLoads: O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 140/365 09/15/05 09:12:35 Dist 11.50 4.50 LineLoads: Load 1 2 CDL RedLL 0.70 0.00 0.00 0.00 DL 0.002 0.002 o.o02 0.002 0.010 0.010 NonRLL 2.O2 1.27 LL 0.000 0.000 0.007 0.007 0.000 0.000 NonRLL 1.61 3.08 l.t.) 4.43 3.21 LL 0.000 0.000 o.042 0.026 0.059 0.000 0.026 0.000 0.000 0.000 0.049 0.031 0.113 0.000 0.031 0.000 0.000 0.000 0.057 0.036 0.103 0.000 Red% RoofLL0.0 0.000.0 0.00 Red% CLL Snow 0.69 Snow 0.00 Red% 0.0 0.0 DL 1.30 1.00 StorLL 0.00 0.00 Dist 0.00 11.50 0.00 11.50 0.00 15.09 CDL 0.002 0.002 0.002 0.002 0.010 0.010 CDL RedLL Red% 0.010.79 0.00 0.0 o.02 0.031.54 0.00 0.0 0.040.55 0.00 0.0 1.54 0.00 0.0 0.64 0.00 0.0 o.02 DL COL o.o22 0.022 0.000 0.000 0.013 0.013 0.008 0.008 0.015 0.015 0.000 0.000 0.008 0.008 0.000 0.0000.035 0.0350.000 0.0000.015 0.015 0.010 0.0100.028 0.0280.000 0.000 0.010 0.010 0.000 0.000 0.035 0.035 0.000 0.0000.018 0.0180.011 0.0'l 10.026 0.0260.000 0.000 Red% Type CLLNonRed 0.000 0.000 NonRed 0.004 0.004 NonRed 0.000 0.000 Beam Number = 263 Span information (ft): l-End (2.88,54.81), J-End (17.11,29.00} Total Beam Length (ft) =29.48 Loading information: PointLoads: Dist DL 3.14 0.015.26 0.79 7.71 0.O212.28 0.0313.54 1 .5416.85 0.04 21 .41 1 .'t I 21.82 2.82 22.39 1.9925.98 0.O2 LineLoads: Load Dist 1 0.00 5.262 0.00 7,7n 3 0.00 3.70 4 3.70 5.265 5.26 13.546 5.26 11.697 5.26 11.698 11.69 13.54 I 13.54 21.8210 13.54 19.6811 13.54 19.68 StorLL Red% 0.00 0.0 0.00 0.0 0.00 0.00.00 0.00.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed RoofLL 0.00 0.00 0.00 0.00 0.00 CLL 0.000 0.000 0.026 o.017 0.030 0.000 0.016 0.000 0.000 0.000 0.031 0.020 0.057 0.000 0.020 0.000 0.000 0.000 0.036 0.023 0.052 0.000 0.82 Snow Snow Snow 1.56 0.48 1.30 0.59 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1411365 09/15/05 09:12:35 Load 12 13 14 4F to 17 't8 '19 20 21 22 Dist 19.68 21.82 21.82 22.39 21.82 22.39 22.39 29.48 22.39 29.48 22.39 29-48 0.00 21.41 0.00 21.41 21.41 29.48 21.41 29.48 0.00 29.48 DL 0.0't 1 0.000 0.002 0.002 0.oo2 0.002 0.o44 0.014 o.o21 0.016 0.033 0.001 0.000 n nq1 0.000 0.113 0.018 0.052 o.o22 0.065 0.040 0.040 DL CDL RedLL0.81 0.81 0.001.46 0.00 0.002.21 0.00 0.00 Dist DL 0.00 0.000 7.25 0.0400.00 0.000 1 .87 0.0131.87 0.0007.25 0.047 1 .87 0.0137.25 0.003 7.25 0.040 26.04 0.040 7.25 0.047 8.87 0.050 7.25 0.003 8.87 0.000 8.87 0.050 26.04 0.0500.00 0.002 CDL 0.0't 1 0.000 0.002 0.002 0.002 0.002 0.044 0.014 0.021 0.016 0.033 0.001 0.000 0.091 0.000 0.1 '13 0.01B o.052 o.022 0.065 0.040 0.040 CDL 0.000 0.040 0.000 0.013 0.000 o.o47 0.013 0.003 0.040 0.040 0.047 0.050 0.003 0.000 0.050 0.050 0.002 LL 0.036 0.000 0.000 0.000 0.007 0.007 0.000 0.000 0.067 0.052 0.134 0.003 0.000 0.000 0.000 0.362 0.000 0.000 0.o72 0.208 0.000 0.000 Redo/o Type NonRed NonRed NonRed NonRed Non Red NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.023 0.000 0.000 0.000 0.004 0.004 0.000 0.000 o.042 0.032 0.067 0.002 0.000 0.000 0.000 o.226 0.000 0.000 0.045 0.130 0.000 0.000 Beam Number = 264 Span information (ft): l-End (13.42,35.71), J-End (13.42,61.751 Total Beam Length (ft) = 26.04 Loading information: PointLoads: Dist 19.50 13.00 19.50 LineLoads: Load 1 2 4 5 t) 7 8 I Red% NonRLL0.0 1.580.0 2.100.0 3.26 StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 Red% CLLSnow 0.79Snow 0.00 Snow 0.00 LL 0.000 0.000 0.000 0.041 0.000 0.189 0.041 0.009 0.000 0.000 0.189 0.200 0.009 0.000 0.200 0.200 0.000 CLL 0.000 0.000 0.000 0.026 0.000 0.095 0.026 0.005 0.000 0.000 0.095 0.100 0.005 0.000 0.100 0.100 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1421365 09/15/05 09:12:35 10 11 12 IJ 14 '15 16 Dist 19.50 0.00 1.73 1.73 1.87 1.73 1.87 't.87 19.50 19.50 26.04 '19.50 26.04 0.00 26.04 DL 0.002 0.002 o.oo2 0.002 0.000 0.000 0.002 0.002 0.002 0.039 n n10 0.049 0.049 0.026 0.026 CDL 0.002 0.002 o.002 0.002 0.000 0.000 0.o02 0.002 0.002 0.039 0.039 0.049 0.049 0.026 0.026 LL 0.000 0.007 0.007 0.007 0.000 0.000 0.008 0.008 0.008 0.000 0.000 0.196 0.196 0.000 0.000 CLL 0.000 0.004 0.004 0.004 0.000 0.000 0.004 0.004 0.004 0.000 0.000 0.098 0.098 0.000 0.000 RoofLL 0.00 0.00 0.00 CLL 0.000 0.000 0.004 0.004 0.004 0.000 0.000 0.004 0.004 0.004 0.000 0.000 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed StorLL Red% 0.00 0.0 0.00 0.0 0.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed Beam Number =265 Span information (ft): l-End (13.69,35.21), J-End (26.67,35.211 Total Beam Length (ft) = 12.98 Loading information: PointLoads: Dist 4.98 8.98 6.16 LineLoads: Load 1 2 J 4 6 Beam Number = 266 Span information (ft): l-End (2.88,36.06), J-End (13.22,36.06) Total Beam Length (ft) = 10.34 Loading information: PointLoads:Dist DL8.29 1.28 DL CDL RedLL Red% NonRLL0.58 0.58 0.00 0.0 1.20 0.59 0.59 0.00 0.0 1.24 2.56 0.00 0.00 0.0 3.86 Dist DL CDL LL0.00 0.002 0.002 0.00012.97 0,002 0.002 0.0000.00 0.002 0.002 0.0071.03 0.002 0.002 0.0071.03 0.002 0.002 0.007 1.08 0.000 0.000 0.0001.03 0.000 0.000 0.0001.08 0.002 0.002 0.0081.08 0.002 0.002 0.00812.97 0.002 0.002 0.0080.00 0.012 0.012 0.00012.97 0.012 0.012 0.000 Red% Snow Snow Snow CLL 0.61 o.62 0.00 CDL RedLL Red% NonRLL StorLL 0.60 0.00 0.0 1.96 0.00 Red% RoofLL Red%0.0 0.00 Snow CLL 0.58 a Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 143/365 09/15/05 09:12:35 Dist 1.29 LineLoads: Load 1 2 NonRLL 1 .11 LL 0.000 0.000 0.007 0.007 0.000 0.000 LL 0.000 0.000 0.200 0.200 0.200 0.190 0.000 0.008 0.000 0.000 0.190 0.000 0.008 0.040 0.040 0.071 0.000 0.000 0.184 0.184 o.184 0.096 0.000 0.000 StorLL 0.00 *"Y DL CDL RedLL Red% 0.83 0.00 0.00 0.0 Dist DL CDL 0.00 0.002 0.002 8.29 0.002 0.0020.00 0.002 0.0028.29 0.002 0.0020.00 0.010 0.01010.34 0.010 0.010 Red% RooftL 0.0 0.00 Type CLL NonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 Red% Snow CLL 0.00 Beam Number = 268 Span information (ft); l-End (12.17,-3.75), J-End (12.17,20.001 Total Beam Length (ft) = 23.75 Loading information: LineLoads: Load ,| 2 .) 4 o 8 I 10 11 12 Beam Number = 269 Span information (ft): l-End (8.17,-3.75), J-End (8.17,12.731 Total Beam Length (ft) = 16.48 Loading information: LineLoads: Dist 0.00 16.48 0.00 14.92 14.93 16.48 14.93 16.48 16.48 z5.I C 16.48 21.95 16.48 21.95 21.95 23.75 0.00 23.75 0.00 21.95 21.95 23.75 0.00 23.75 DL 0.040 0.040 0.050 0.050 0.050 0.048 0.000 0.002 0.040 0.000 0.048 0.000 0.002 o.o12 0.o12 0.022 0.037 0.037 0.046 0.046 0.046 0.024 0.019 0.019 CDL 0.040 0.040 0.050 0.050 0.050 0.048 0.000 0.002 0.040 0.000 0.048 0.000 0.002 0.012 o.o12 0.o22 0.037 0.037 0.046 0.046 0.046 0.024 0.019 0.019 Red%Type NonRed NonRed Non Red Non Red NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.100 0.095 0.000 0.005 0.000 0.000 0.095 0.000 0.005 0.025 0.025 o.o44 0.000 0.000 0.092 0.092 0.092 0.048 0.000 0.000 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1441365 09/15i05 09:12:35 Beam Number =270 Span information (ft): l-End (4.17,-3.75), J-End 14.17,5.461 Total Beam Length (ft) = 9.21 Loading information: LineLoads: Load 1 2 4 3 o 7 8 I 10 Load 'l 2 4 5 6 8 I 1D 11 12 Dist 0.00 9.21 0.00 7.90 7.90 9.21 7.90 9.21 9.21 16.48 9.21 14.92 9.21 14.92 14.93 16.48 0.00 16.48 0.00 't4.92 14.93 16.48 0.00 16.48 DL 0.040 0.040 0.050 0.050 0.050 0.048 0.000 0.002 0.040 0.000 0.048 0.000 0.002 0.011 0.011 0.020 0.040 0.040 0.050 0.050 0.050 0.030 0.o12 0.012 DL 0.045 0.045 u.uct) 0.055 0.045 0.000 0.055 0.000 0.001 0.009 0.009 0.o17 0.040 0.040 0.050 0.050 0.050 0.033 0.010 0.010 CDL 0.040 0.040 0.050 0.050 0.050 0.048 0.000 0.002 0.040 0.000 0.048 0.000 0.002 0.011 0.011 o.020 0.040 0.040 0.050 0.050 0.050 0.030 o.012 o.o12 CDL 0.045 0.045 0.056 0.055 0.045 0.000 0.055 0.000 0.001 0.009 0.009 0.017 0.040 0.040 0.050 0.050 0.050 0.033 0.010 0.010 LL 0.000 0.000 0.200 0.200 0.200 0.'193 0.000 0.006 0.000 0.000 0.193 0.000 0.006 0.034 0.034 0.063 0.000 0.000 o.200 0.200 0.200 0.'t21 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.100 0.097 0.000 0.003 0.000 0.000 0.097 0.000 0.003 o.021 0.021 n n2C) 0.000 0.000 0.100 0.100 0.100 0.061 0.000 0.000 CLL 0.000 0.000 0.113 0.'t 11 0.000 0.000 0.111 0.000 0.002 0.018 0.018 0.034 0.000 0.000 0.100 0.100 0.100 0.066 0.000 0.000 Dist 0.00 1.03 0.00 1.03 1.03 9.21 1.03 70n 1.03 7.90 7.90 9.21 0.00 9.2'l 0.00 7.90 7.90 9.21 0.00 9.21 LL 0.000 0.000 0.225 0.221 0.000 0.000 0.221 0.000 0.003 0.029 0.029 0.054 0.000 0.000 0.200 0.200 0.200 U. IJJ 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 145/365 09115105 09:12:35 Beam Number = 271 Span information {ft): l-End (-0.33,20.71), J-End (12.55,20.71) Total Beam Length (ft) = 12.89 Beam Number=272 Span information (ft): l-End (11.17,28.71), Total Beam Length (ft) = 5.79 Loading information: LineLoads: Load 1 Loading information: LineLoads:Load Dist1 0.00 12.89 Dist 0.00 s.79 Dist 0.00 4.26 J-End (16.95,28.71) LL 0.000 0_000 LL 0.000 0.000 LL 0.000 0.000 J-End (10.35,16.71) Red% Type NonRed Red% Type NonRed Red% Type NonRed DL 0.010 0-0't 0 DL 0.010 0.010 DL 0.010 0.010 CDL 0.010 0.010 CDL 0.010 0-010 CLL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 Beam Number =273 Span information (ft): l-End {11.17,32.06), Total Beam Length (ft) = 4.26 Loading information: LineLoads: Load 1 Beam Number=274 Span information {ft): l-End (-0.33,16.71), Total Beam Length (ft) = 10.69 J-End (15.43,32.06) CDL 0.010 0.010 Loading information: LineLoads:Load Dist1 0.00 .10.69 OL 0.010 0.010 CDL 0.010 0-0'l0 LL 0.000 0.000 Red% Type NonRed Beam Number = 275 Span information (ft): l-End (-0.33,12.73), Total Beam Length (ft) = 8.50 J-End 18.17,12.731 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 146/365 09/15/05 09:'12:35 Loading information: LineLoads: Load 1 Dist 0.00 8.50 Beam Number =276 Span information (ft): l-End (-0.33,8.72), J-End (5.96,8.72) Total Beam Length (ft) = 6 29 Loading information: LineLoads: Load 1 Beam Number =277 Span information (ft): l-End (-0.33,4.72), J-End (3.76,4.721 Total Beam Length (ft) = 4.09 Loading information: LineLoads: Load 1 Beam Number=278 Span information (ft): l-End (-0.33,0.72), J-End (1.56,0.72) Total Beam Length (ft) = 1.89 Loading information: LineLoads: Load 1 Dist 0.00 o.zJ Dist 0.00 4.09 Dist 0.00 1.89 DL 0.010 0.0't 0 DL 0.0't 0 0.010 DL 0.010 0.010 DL 0.010 0.010 CDL 0.010 0.010 CDL 0.010 0.010 CDL 0.010 0.010 CDL 0.010 0.010 LL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 LL 0.000 0.000 LL 0.000 0.000 LL 0.000 0.000 Red% Type NonRed Red% Type NonRed Red% Type NonRed Red% Type NonRed Beam Number = 279 Span information (ft): Total Beam Length Loading information: LineLoads: l-End (2.88,40.06), (ft)= a.ta J-End (11.01,40.06) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1471365 09/15/05 09:12:35 Load 1 DL 0.010 0.010 DL 0.010 0.010 DL 0.010 0.010 DL 0.010 0.010 DL 0.000 0.040 0.020 0.011 CDL 0.010 0.010 LL 0.000 0.000 LL 0.000 0.000 LL 0.000 0.000 LL 0.000 0.000 LL 0.000 0.000 0.065 0.036 Red% Red% Red% Red% Red% Type NonRed Type NonRed Type NonRed Type NonRed Tvpe NonRed NonRed CLL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 CLL 0.000 0.000 0.041 o.o22 Dist 0.00 8.14 Beam Number = 280 Span information (ft): l-End (2.88,44.06), J-End (8.81,44.06) Total Beam Length (ft) = 5.93 Loading information: LineLoads: Load 1 Beam Number=281 Span information (ft): l-End (2.88,48.06), J-End (6.60,48.06) Total Beam Length (ft) = 3 72 Loading information: LineLoads: Load 1 Dist 0.00 5.93 CDL 0.010 0.010 Dist 0.00 3.72 Dist 0.00 1.52 Dist 0.00 7.25 o.00 't.62 CDL 0.010 0.010 CDL 0.010 0.010 CDL 0.000 0.040 0.020 0.011 Beam Number=282 Span information (ft): l-End (2.8E,52.06), J-End (4.39,52.06) Total Beam Length (ft) = 1.52 Loading information: LineLoads: Load 1 Beam Number = 283 Span information (ft): l-End (9.42,42.96), J'End (9.42,6{.751 Total Beam Length (ft) = 18.79 Loading information: LineLoads: Load 1 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 148/365 09/15105 09:12:35 Load Dist 1.62 7.25 1.62 7.25 7.25 18.79 7.25 8.62 7.25 P. A) 8.62 18.79 0.00 18.79 0.00 1.62 1.62 18.79 0.00 18.79 DL 0.000 o.o48 0.011 0.002 0.040 0.040 0.048 0.050 0.002 0.000 0.050 0.050 0.040 0.040 0.030 0.050 0.050 0.050 0.014 0.014 DL 0.000 0.025 0.018 0.009 0.000 0.029 0.009 0.002 0.025 o.o25 0.029 0.032 0.002 0.000 0.032 0.032 0.040 0.040 0.032 0.050 0.050 0.050 0.010 0.010 CDL 0.000 0.048 o.o11 0.002 0.040 0.040 0.048 0.050 0.002 0.000 0.050 0.050 0.040 0.040 0.030 0.050 0.050 0.050 0.014 0.014 LL 0.000 0.192 0.036 0.006 0.000 0.000 0.192 0.200 0.006 0.000 a.200 o.200 0.000 0.000 0.118 0.200 0.200 0.200 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRecl NonRed NonRed GLL 0.000 0.096 o.o22 0.004 0.000 0.000 0.096 0.100 0.004 0.000 0.100 0.100 0.000 0.000 0.059 0.100 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.035 0.019 0.000 0.059 0.019 0.005 0.000 0.000 0.059 0.064 0.005 0.000 U.UbJ U.UbJ 0.000 0.000 0.065 0.100 0.100 0.100 0.000 0.000 10 11 tz Beam Number = 284 Span information (ft): l-End (5.42,50.21), J-End (5.42,61.75) Total Beam Length (ft) = 11.54 Loading information: LineLoads: Load Dist 1 0.00 4.60 2 0.00 1.373 1.37 4.604 1.37 4.605 4.60 1',t.546 4.60 5.817 4.60 5.81 R 6 R1 11.549 0.00 11.5410 0.00 1.3711 1.37 11.5412 0.00 11.54 CDL 0.000 0.025 0.018 0.009 0.000 0.029 0.009 0.002 0.025 0.025 0.029 0.032 0.002 0.000 0.032 0.032 0.040 0.040 0.032 0.050 0.050 0.050 0.010 0.010 LL 0.000 0.000 0.056 0.030 0.000 0.118 0.030 0.007 0.000 0.000 0.118 0.127 0.007 0.000 o.127 o.'t27 0.000 0 000 0.130 0.200 0.200 0.200 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 149/365 09115105 09:12:35 Beam Number = 288 Span information (ft): l-End (-0.33,-3.75), J-End (-0.33,5.88) Total Beam Length (ft) = 9.63 Loading information: Pointloads: Dist 1.03 4.47 8.47 LineLoads: Load 1 z 4 o 7 8 Beam Number = 289 Span information (ft): l-End (-0.33,-3.75), J-End (5.96,-3.75) Total Beam Length (ft) = 6.29 Loading information: PointLoads: Dast 4.50 LineLoads: Load 1 z J DL CDL RedLL Red% NonRLL StorLL6.28 6.18 0.00 0.0 9.23 0.000.01 0.010.o2 0.02 Red% RoofLL Red%0.0 0.00 Snow CLL 5.11 o CLL 0.84 OL 0.80 Dist 0.00 9.63 0.00 9.63 0.00 1.03 0.00 1.03 0.00 1.03 1.03 9.63 1.03 9.63 0.00 :r.oJ Oist 0.00 6.29 0.00 6.25 0.00 6.29 DL 0.010 0.010 0.013 0.013 0.045 0.045 0.000 0.014 0.056 0.043 0.000 0.047 0.000 0.059 0.010 0.010 CDL 0.010 0.010 0.013 0.013 0.045 0.045 0.000 0.014 0.056 0.043 0.000 o.o47 0.000 0.059 0.010 0.010 LL 0.000 0.000 0.050 0.050 0.000 0.000 0.000 0.044 0.225 0.170 0.000 0.000 0.000 0.189 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.000 0.o27 0.112 0.085 0.000 0.000 0.000 0.118 0.000 0.000 COL RedLL Red% NonRLL0.80 0.00 0.0 1.67 DL CDL LL0.010 0.010 0.0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.0500.010 0.010 0.0000.010 0.010 0.000 StorLL Red% RoofLL Red%0.00 0.0 0-00 Snow Red% Type CLLNonRed 0.000 0.000NonRed 0.025 0.025NonRed 0.000 0.000 Beam Number = 291 Span information (ft): l-End (-0.33,36.06), J-End (-0.33,61.75) Total Beam Length (ft) = 25.69 O Loads on Gravitv Beamsf RAM Manager v9,0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 150/365 09/15/05 09:12:35 Loading information: PointLoads: Dist 4.00 8.00 12.00 16.00 24.57 LineLoads: Load 1 z 4 6 I I 10 11 OL o.02 o.o2 0.02 o.o2 o.24 Dist 0.00 25.69 0.00 25.69 0.00 18.75 0.00 18.75 18.75 24.57 18.75 24.57 24.57 25.69 24.57 25.57 24.57 25.57 23.3 1 25.69 0.00 25.69 CDL a.02 o.02 0.02 0.02 0.24 NonRLL Red% RoofLL CLL o 12. Beam Number = 292 Span information (ft); l-End (-0.33,60.63), J-End (2.88,54.81) Total Beam Length (ft) = 6.65 Loading information: LineLoads: Load 1 z o 4 5 6 Dist 0.00 6.65 0.00 5.27 0.00 5.27 5.27 6.65 0.00 b.tlc 0.00 6.65 DL 0.028 0.028 0.011 0.007 0.o24 0.000 0.007 0.000 0.000 0.035 0.010 0.010 LL 0.000 0.000 0.037 0.023 0.095 0.000 0.023 0.000 0.000 o.112 0.000 0.000 Redo/o TyPe NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.023 0.015 0.047 0.000 0.015 0.000 0.000 o.o70 0.000 0.000 0.00 DL 0.010 0.010 0.013 0.013 0.032 0.032 0.040 0.040 0.032 0.000 0.040 0.000 0.032 0.032 0.013 0.000 0.027 0.040 0.040 0.040 o-022 o.o22 0.0 coL 0.010 0.010 0.013 0.013 0.032 0.032 0.040 0.040 0.032 0.000 0.040 0.000 0.032 0.032 0.013 0.000 0.027 0.040 0.040 0.040 o.o22 o.o22 CDL 0.028 0.028 0.011 0.007 0.o24 0.000 0.007 0.000 0.000 0.035 0.010 0.010 0.41 LL 0.000 0.000 0.050 0.050 0.000 0.000 o.128 o.128 0.000 0.000 a.128 0.000 0.000 0.000 0.042 0.000 0.108 0.160 0.161 0.161 0.000 0.000 Red% 0.0 Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed 0.00 CLL 0.000 0.000 0.025 0.025 0.000 0.000 0.080 0.080 0.000 0.000 0.080 0.000 0.000 0.000 0.026 0.000 0.054 0.080 0.080 0.080 0.000 0.000 a Loads on Glavitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 151/365 Ogl15105 09:'12:35 Beam Number = 293 Span information (ft): l-End (32.42,61.75), J.End (34.35,61.75) Total Beam Length (ft) = 1.94 Loading information: LineLoads: Load 1 2 Beam Number = 294 Span information (ft): l-End (34.35,61.75), J-End (45.67,61.75) Total Beam Length (ft) = 11.31 Loading information: PointLoads:Dist DL3.31 0.717.31 0.62 LineLoads: Load Dist 1 0.00 11.312 0.00 11.313 0.00 11.31 CDL RedLL Red% NonRLLo.71 0.00 0.0 1 .510.62 0.00 0.0 1.31 DL CDL LL 0.010 0.010 0.000 0.010 0.010 0.0000.013 0.013 0.050 0.013 0.013 0.050 0.010 0.010 0.000 0.010 0.010 0.000 Red% Type CLL NonRed 0.000 0.000NonRed 0.025 0.025 NonRed 0.000 0.000 StorLL Red% RoofLL Red% 0.00 0.0 0.00 Snow Red% Type CLLNonRed 0.000 0.000NonRed 0.025 o.025 NonRed 0.000 0.000 Dist 0.00 1.94 0.00 1.94 0.00 1.94 DL 0.010 0.010 0.013 0.013 0.010 0.010 GDL 0.010 0.010 0.013 0.013 0.010 0.010 LL 0.000 0.000 0.050 0.050 0.000 0.000 Redo/,TYPe NonRed NonRed NonRed CLL 0.000 0.000 o.025 0.D25 0.000 0.000 StorLL 0.00 0.00 Red% RooftL0.0 0.000.0 0.00 Red% CLL Snow 0.76 Snow 0.65 Beam Number = 295 Span information (ft): l-End 112.17,-3.75), J-End (19.85,-3.75) Total Beam Length (ft) = 7.68 Loading information: PointLoads: Dist 3.68 LineLoads: Load 1 2 CLL 2.90 DL 3.01 CDL RedLL Red% NonRLL 3.01 0.00 0.0 5.80 DL CDL LL0.010 0.010 0,0000.010 0.010 0.0000.013 0.013 0.0500.013 0.013 0.0500.010 0.010 0.0000.010 0.010 0.000 Dist 0.00 7.68 0.00 7.68 0.00 7.68 O Logds on Gravitv Beams (| RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1521365 09/15/05 09:12:35 Beam Number = 296 Span information (ft): l-End (17.11,29.00), J-End (4E.71,29.00) Total Beam Length (ft) = 31.59 Cantilever on left (ft) = 0.50 Loading information: PointLoads:Dast DL CDL 0.00 8.25 5.8'r 0.00 11.25 10.59 1.55 0.50 0.50 2.73 4.80 3.73 5.55 0.59 0.596.73 1.28 'l .289.55 6.12 4.1310.73 1.15 1.15 13.86 4.99 3.89 15.30 6.35 4.27 18.55 s.20 4.33 20.55 0.68 0.68 23.31 0.76 0.76 24.55 0.59 0.59 28.05 4.92 4.10 28.55 5.42 3.37 LineLoads: Load Dist 1 0.00 0.50 2 0.50 31.59 RedLL Red% 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00.00 0.00.00 0.00.00 0.0 0.00 0.00.00 0.0 0.00 0.0 0.00 0.00.00 0.0 0.00 0.00.00 0.0 0.00 0.0 NonRLL StorLL Red% RoofLL Red% CLL 12.88 0.00 0.0 0.00 Snow 5.17 17.84 0.00 0.0 0.00 Snow 9.391.O2 0.00 0.0 0.00 Snow 0.528.38 0.00 0.0 0.00 Snow 3.421.24 0.00 0.0 0.00 Snow 0.62 2.7O 0.00 0.0 0.00 Snow 1.35 10.45 0.00 0.0 0.00 Snow 3.74 2.40 0.00 0.0 0.00 Snow 1.20 8.75 0.00 0.0 0.00 Snow 3.59 10.85 0.00 0.0 0.00 Snow 3.88 9.28 0.00 0.0 0.00 Snow 4.06 1 .44 0.00 0.0 0.00 Snow 0.72 1.62 0.00 0.0 0.00 Snow 0.81 1.24 0.00 0.0 0.00 Snow 0.62 8.73 0.00 0.0 0.00 Snow 3.80 9.00 0.00 0.0 0.00 Snow 2.97 LL Red% Type CLL 0.000 NonRed 0.0000.000 0.0000.000 NonRed 0.0000.000 0.000 DL 0.090 0.090 0.0s0 0.090 CDL 0.090 0.090 0.090 0.090 Beam Number = 297 Span information (ft): l-End (57.79,20.98), J-End {.57 .79,45.7 1l Total Beam Length (ft) = 24.73 Loading information: PointLoads: Dist 8.02 LineLoads: Load 1 2 4 CLL 3.14 DL 3.13 CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% 3.13 0.00 0.0 6.28 0.00 0.0 0.00 Snow DL CDL LL Red% Type CLL 0.003 0.003 0.000 NonRed 0.000 0.003 0.003 0.000 0.0000.003 0.003 0.012 NonRed 0.0060.003 0.003 0.012 0.0060.001 0.001 0.000 NonRed 0.0000.001 0.001 0.000 0.000 0.002 0.002 0.006 NonRed 0.003 0.002 0.002 0.006 0.003 0.040 0.040 0.000 NonRed 0.000 0.040 0.040 0.000 0.000 Dist 0.00 8.O2 0.00 8.O2 8.O2 24.73 8.O2 24.73 0.00 24.73 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Load Dist DL CDL LL Red% Type CLL 6 0.00 0.050 0.050 0.200 NonRed 0.100 24.73 0.050 0.050 0.200 0.100 7 0.00 0.022 0.022 0.000 NonRed 0.000 24.73 0.022 0.022 0.000 0.000 Beam Number = 298 Span information (ft): l-End (48.71,29.00), J-End (57.79,29.00) Total Beam Length (ft) = I 08 Loading information: PointLoads: Dist DL CDL RedLL Red% NonRLL StorLL Red% RoOfLL Red% CLL 0.96 1.60 1.60 0.00 0.0 3.34 0.00 0.0 0.00 Snow 1.67 0.96 1.05 1.05 0.00 0.0 2.22 0.00 0.0 0.00 Snow 1.11 4.96 1.60 1.60 0.00 0.0 3.34 0.00 0.0 0.00 Snow 1.67 4.96 0.98 0.98 0.00 0.0 2.06 0.00 0.0 0.00 Snow 1.03 8.83 0.54 O.54 0.00 0.0 1.08 0.00 0.0 0.00 Snow 0.54 8.96 0.88 0.88 0.00 0.0 1.72 0.00 0.0 0.00 Snow 0.86 LineLoads: Load Dist DL CDL LL Red% Type GLL 1 0.00 0.012 0.012 0.000 NonRed 0.000 9.08 0.012 0.012 0.000 0.000 Beam Number = 299 Span information (ft): l-End (57.54,18.54), J-End {57.54,29.00) Total Beam Length (ft) = 10.46 Loading information: LineLoads:Load Dist DL COL LL Red% Type CLL1 0.00 0.041 0.041 0.000 NonRed 0.00010.46 0.041 0.041 0.000 0.000 2 0.00 0.052 0.052 0.206 NonRed 0.10310.46 D.052 0.052 0.206 0.103 3 0.00 0-010 0.010 0.000 NonRed 0.000 10.46 0.010 0.010 0.000 0.000 Beam Number = 300 Span information (ft): l-End (19.85,-3.75|, J-End (19.65,29.00) Total Beam Length (ft) = 32.75 Loading information: PointLoads: Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 19.25 2.47 1.24 0.00 0.0 4.19 0.00 0.0 0.00 Snow 1.23 9.63 1.19 0.00 0.00 0.0 1.82 0.00 0.0 0.00 Snow 0.00 LineLoads: Page 153/365 Ogl'15105 09:12:35 O Loa4gon Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 154/365 09115105 09:12:35 Load 1 Dist 0.00 30.45 0.00 28.41 28.41 30.45 28.41 30.45 30.45 32.75 30.45 32.75 30.45 32.75 0.00 19.25 0.00 19.25 19.25 32.75 19.25 32.75 0.00 32.75 Dist 0.00 19.25 0.00 19.25 't9.25 32.75 19.25 32.75 0.00 32.75 0.00 32.75 0.00 32.75 CDL 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.004 0.040 o.o27 0.046 0.028 0.004 0.007 0.002 0.002 0.002 0.002 0.040 0.040 0.050 0.050 0.035 0.035 coL 0.002 0.002 0.002 0.002 0.031 0.031 0.039 0.039 0.047 0.o47 0.059 0.059 0.035 0.035 LL 0.000 0.000 0.200 o-200 0.200 0.183 0.000 0.013 0.000 0.000 0.183 0.'t 10 0.01s 0.021 0.000 0.000 0.008 0.008 0.000 0.000 0.200 0.200 0-000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.100 0.092 0.000 0.008 0.000 0.000 0_092 0.055 0.008 0.013 0.000 0.000 0.004 0.004 0.000 0.000 0.100 0.'t 00 0.000 0.000 DL 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.004 0.040 0.o27 0.046 0.028 0.004 0.007 0.002 0.o02 0.002 0.002 0.040 0.040 0.050 0.050 0.035 0.035 CDL RedLL1.39 0.000.00 0.00 DL 0.002 0.002 0.002 0.002 0.031 0.031 0.039 0.039 0.047 0.047 0.059 0.059 0.035 0.035 't0 11 12 Beam Number = 301 Span information (ft): l-End (30.97,-3.75), J-End (30.97,29.00) Total Beam Length (ft) = 32.75 Loading information: PointLoads: Dist 19.25 9.63 LineLoads: Load I 2 4 5 o 7 NonRLL StorLL Red% RoofLL Red% 4.48 0.00 0.0 0.00 Snow 1.88 0.00 0.0 0.00 Snow LL Red% Type CLL0.000 NonRed 0.0000.000 0.0000.008 NonRed 0.0040.008 0.0040.000 NonRed 0.0000.000 0.0000.156 NonRed 0.078 0.156 0.0780.000 NonRed 0.0000_000 0.0000.235 NonRed 0.1170.235 0.1170.000 NonRed 0.0000.000 0.000 CLL 't.37 0.00 Red% 0.0 0.0 DL 2.61 1.27 o O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 155/365 09/15/05 09:'12:35 Beam Number = 3Q2 Span information (ft): l-End (19.85,15.50), J-End (30.97,15.50) Total Beam Length (ft) = 11.13 Loading information: PointLoads: Dist DL4.00 1.288.00 1.155.56 2.45 LineLoads: Load Dist 1 0.00 '11.12 2 0,00 1',!.123 0.00 11.12 Beam Number = 303 Span information (ft): l-End (15.85,-3.75), J-End (15.85,26.70) Total Beam Length (ft) = 3O.45 Loading information: LineLoads: Load 1 2 4 5 6 I o 10 11 12 CDL RedLL Red% NonRLL1.28 0.00 0.0 2.701.15 0.00 0.0 . 2.400.00 0.00 0.0 3.47 DL CDL LL 0.002 0.002 0.0000.002 0.002 0.0000.002 0.002 0.0080.002 0.002 0.0080.014 0.014 0.0000.014 0.014 0.000 StorLL Red%0.00 0.00.00 0.00.00 0.0 Redo/o Type NonRed NonRed NonRed Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed RoofLL 0.00 0.00 0.00 CLL 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.000 0.000 0.092 0.092 0.092 0.085 0.000 0.007 0.000 0.000 0.085 0.000 0.007 0.028 0.o28 0.050 0.000 0.000 0.100 0.100 0.100 0.050 0.000 0.000 CLL{ a( 1.20 0.00 Red% Snow Snow Snow Dist 0.00 23.75 0.00 21.95 21.95 23.75 21.95 23.75 23.75 30.45 23.75 28.41 23.75 28.41 28.41 30.45 0.00 30.45 0.00 28.41 28.41 30.45 0.00 30.45 DL 0.037 0.037 0.046 0.046 0.046 0.042 0.000 0.004 n ne7 0.000 0.042 0.000 0.004 0.014 0.014 0,025 0.040 0.040 0.050 0.050 0.050 o.025 0.026 0.026 CDL 0.037 0.037 0.046 0.046 0.046 0.042 0.000 0.004 0.037 0.000 o.042 0.000 0.004 0.014 o.014 0.025 0.040 0.040 0.050 0.050 0.050 0.025 0.026 0.026 LL 0.000 0.000 0.'t 84 0.184 0.184 0.170 0.000 0.011 0.000 0.000 0.170 0.000 0.0't't 0.045 0.045 0.079 0.000 0.000 0.200 0.200 0.200 0.101 0.000 0.000 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 156/365 09/'15105 09:12:35 Beam Number = 304 Span information (ft): l-End (23.85,15.50), J-End (23.85,29.00) Total Beam Length (ft) = 13.50 Loading information: LineLoads:Load Dist1 0.00 13.502 0.00 13.503 0.00 13.50 DL 0.080 0.080 0.100 0.100 0.0't0 0.010 CDL 0.080 0.080 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.400 0.400 0.000 0.000 *"Y Type NonRed NonRed NonRed Type Non Red NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.200 0.200 0.000 0.000 CLL 0.000 0.000 0.178 0.178 0.000 0.000 CLL 0.000 0.000 o.231 0.231 0.000 0.000 Beam Number = 305 Span information (ft): l-End (27.85,15.50), Total Beam Length (ft) = 13.50 J-End (27.85,29.00) Loading information: LineLoads: Load Dist 1 0.00 13.50 2 0.00 13.503 0.00 13.50 Dist 0.00 6.54 0.00 6.54 0.00 6.54 Beam Number=311 Span information (ft): l-End (17.33,55.21), Total Beam Length (ft) = 0.S+ Loading information: LlneLoads: Load 1 2 DL 0.071 0.071 0.089 0.089 0.010 0.010 DL 0.092 0.092 0.116 0.'1 16 0.010 0.010 CDL 0.071 0.071 0.089 0.089 0.010 0.010 CDL 0.092 0.092 0.116 0.116 0.010 0.010 LL 0.000 0.000 0.356 0.356 0.000 0.000 LL 0.000 0.000 0.463 0.463 0.000 0.000 *"Y *"Y J-End (17.33,61.75) Beam Number=312 Span information (ft): l-End (22.67,55.21), J-End 122.67,61.751 Total Beam Length (ft) = 6.54 O Loads on Gravity Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1571365 09/15/05 09:12:35 Loading information: LineLoads: Load 1 2 J Dist 0.00 6.54 0.00 6.54 0.00 6.54 Dist 0.00 9.50 0.00 9.50 0.00 9.50 OL 0.093 0.093 0.117 0.117 0.010 0.010 CDL 0.093 0.093 0.117 0.117 0.010 0.010 CDL 0.002 0.002 0.002 o.002 0.010 0.010 CDL 0.095 0.095 0.119 0..t 19 0.014 0.014 LL 0.000 0.000 4.467 0.467 0.000 0.000 Red%TYPe NonRed NonRed NonRed Type NonRed NonRed NonRed CLL 0.000 0.000 0.233 0.233 0.000 0.000 CLL 0.000 0.000 v.zJ l U.ZJ I 0.000 0.000 Beam Number = 313 Span information (ft): l-End (35.67,22.201, Total Beam Length (ft) = 9.50 Loading information: PointLoads: Dist 4.76 4.76 LineLoads: Load 1 2 Loading information: LineLoads:Load Dist1 0.00 16.962 0.00 16.963 0.00 16.96 J-End (45.17,22.201 Red% CLL Snow 0.81 Snow 0.00 Red% 0.0 0.0 DL u./o 0.95 CDL RedLL0.76 0.000.00 0.00 DL 0.002 0.002 0.002 0.002 0.010 0.010 DL 0.095 0.095 0.119 0.119 0.0't4 0.014 NonRLL | -oz 1.29 LL 0.000 0.000 0.008 0.008 0.000 0.000 Red% RooftL0.0 0.000.0 0.00 StorLL 0.00 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 Beam Number = 314 Span information (ft): l-End (40.42,-3.75), J-End (40.42,13.211 Total Beam Length (ft) = 16.96 LL Red% 0.000 0.000 o.475 0.475 0.000 0.000 O Beam Number=315 Span information (ft): J-End (40.42,22.2A\ Total Beam Length (ft) = 6.80 J-End (40.42,2e.00) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 158/365 09/15/05 09:12:35 Loading information: LineLoads: Load 1 2 Dist 0.00 6.80 0.00 6.80 0.00 6.80 Dist 0.00 15.36 0.00 15.36 0.00 15.36 DL 0.095 0.095 0.1 19 0.119 0.010 0.010 DL 0.012 0.012 0.015 0.015 0.010 0.010 CDL 0.095 0.095 0.1 19 0.119 0.0't 0 0.010 LL 0.000 0.000 o.475 0.475 0.000 0.000 Red% Red% Red% NonRLL0.0 5.42 Type NonRed NonRed NonRed CLL 0.000 0.000 o-237 o.237 0.000 0.000 Tvpe NonRed NonRed NonRed CLL 0.000 0.000 o.o29 0.o29 0.000 0.000 Red% RoofLL0.0 0.00 Type CLLNonRed 0.000 0.000NonRed 0.025 0.025NonRed 0.000 0.000 Beam Number = 316 Span information (ft): l-End (70.56,-3.75), J-End (85.92,-3.75) Total Beam Length (ft) = 15.36 Loading information: LineLoads: Load 1 ? CDL 0.012 0.012 0.015 0.015 0.010 0.010 LL 0.000 0.000 0.058 0.058 0.000 0.000 Beam Number = 317 Span information (ft); l-End {64.94,-3.75), J-End (70.56,-3.75) Total Beam Length (ft) = 5.62 Loading information: PointLoads:Dist DL0.85 2.71 LineLoads:Load Oist1 0.00 5.622 A.OO 5.623 0.00 5.62 Red% CLLSnow 2.71 CDL 2.71 RedLL 0.00 StorLL 0.00 DL CDL0.010 0.010 0.010 0.0100.013 0.0130.013 0.0130.010 0.0100.010 0.010 LL Red% 0.000 0.000 0.050 0.050 0.000 0.000 Beam Number = 318 Span information (ft): l-End (57.79,-3.75), Total Beam Length (ft) = 7.15 Loading information: PointLoads: J-End (64.94,-3.75) O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 159/365 09i15/05 09:12:35 Dist 4.00 LineLoads: Load I 2 DL CDL RedLL 2.50 2.50 0.00 Dist DL0.00 0.0107.15 0.0100.00 0.0137.15 0.0130.00 0.0107.15 0.010 Red% 0.0 CDL 0.010 0.010 0.013 0.013 0.010 0.010 NonRLL 4.95 LL 0.000 0.000 0.050 0.050 0.000 0.000 CDL RedLL Red% NonRLL 2.25 0.00 0.0 4.50 1.27 0.00 0.0 2.360.00 0.00 0.0 4.19 DL CDL LL 0.048 0.048 0.0000.048 0.048 0.0000.060 0.060 0.2380.060 0.060 0.2380.002 0.002 0.0000.002 0.002 0.0000.002 0.002 0.008 0.002 0.002 0.0080.032 0.032 0.000 0.032 0.032 0.0000.040 0.040 0.1590.040 0.040 0.159 0.031 0.031 0.000 0.031 0.031 0.000 StorLL 0.00 *"Y Red% 0.0 TYPe NonRed NonRed Non Red RooftL 0.00 CLL 0.000 0.000 0.025 o.o25 0.000 0.000 Red% CLL Snow 2.47 Red% CLL Snow 2.25 Snow 1.18 Snow 0.00 Beam Number = 319 Span information (ft): l-End (70.56,-3.75), J-End (70.56,20.98) Total Beam Length (ft) = 24.73 Loading information: PointLoads:Dist DL15.75 2.2515.75 1.2715.75 2.22 LineLoads:Load Dist 1 0.00 21.T J2 0.00 24.7s3 0.00 15.754 0.00 15.755 '15.75 Z+.1 J6 15.75 Z+.1 J7 0.00 24.73 StorLL Red% RoofLL 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 Red% Type GLLNonRed 0.000 0.000NonRed 0.1'19 o.119 NonRed 0.000 0.000 NonRed 0.004 0.004NonRed 0.000 0.000 NonRed 0.080 0.080 NonRed 0.000 0.000 Beam Number = 320 Span information (ft): I-End (70.56,12.00), J-End (85.92,12.00) Total Beam Length (ft) = 15.36 Loading information: PointLoads: Dist DL CDL RedLL 3.19 0.77 0-77 0.00 3.19 0.24 0.24 0.00 7.19 0.85 0.85 0.00 7.19 0.67 0.67 0.00 11.19 0.87 0.87 0.00 Red% NonRLL0.0 1.61 0.0 0.50 0.0 '1.80 0.0 1.400.0 1.83 Red% RoofLL Red% CLL 0.0 0.00 Snow 0.81 0.0 0.00 Snow O.250.0 0.00 Snow 0.900.0 0.00 Snow 0.700.0 0.00 Snow O.92 StorLL 0.00 0.00 0.00 0.00 0.00 O Loads on Gravitv BeamJ RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 160/365 09/15/05 09:12:35 Dist 11.19 LineLoads: Load 1 Red% GLLSnow 1.15 DL 1.09 Dist 0.00 't5.36 CDL RedLL Red% NonRLL StorLL1.09 0.00 0.0 2.30 0.00 DL CDL LL Red% 0.014 0.014 0.000 0.014 0.014 0.000 Red% RoofLL0.0 0.00 Type CLL NonRed 0.000 0.000 Beam Number = 321 Span information (ft|: l-End (70.56,12.00), J-End (85.52,-3.751 Total Beam Length (ft) = 22.00 Loading information: PointLoads: Dist 4.57 10.30 16.03 LineLoads: Load 1 2 4 o '7 8 I 10 11 StorLL Red% 0.00 0.0 0.00 0.0 0.00 0.0 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed DL CDL RedLL Red% NonRLL0.20 0.20 0.00 0.0 0.410.55 0.55 0.00 0.0 1.140.95 0.95 0.00 0.0 1.98 Dist DL CDL LL0.00 0.023 0.023 0.0004.57 0.000 0.000 0.0000.00 0.029 0.029 0.1144.57 0.000 0.000 0.0004.57 0.029 0.029 0.00010.30 0.000 0.000 0.0004.57 0.036 0.036 0.14310.30 0.000 0.000 0.000 10.30 0.029 0.029 0.00016.03 0.000 0.000 0.00010.30 0.036 0.036 0.143 16.03 0.000 0.000 0.00016.03 0.030 0.030 0.00022.00 0.000 0.000 0.00016.03 0.037 0.037 0.14922.00 0.000 0.000 0.0000.00 0.002 0.002 0.00022.00 0.002 0.002 0.0000.00 0.002 0.002 0.00822.00 0.002 0.002 0.0080.00 0.014 0.014 0.00022.00 0.014 0.014 0.000 RoofLL 0.00 0.00 0.00 CLL 0.000 0.000 0.057 0.000 0.000 0.000 0.072 0.000 0.000 0.000 0.072 0.000 0.000 0.000 0.075 0.000 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.2'l 0.57 0.99 Red% Snow Snow Snow Beam Number = 322 Span information (ft): l-End (73.75,8.73), J-End (73.75,12.00) Total Beam Length (ft) = 3.27 Loading information: LineLoads: Load 1 Dist 0.00 DL 0.040 CDL 0.040 LL 0.000 Red%Type NonRed CLL 0.000 O Loads on Gravitv BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '1611365 09/15/05 09:12:35 Beam Number = 323 Span information (ft): l-End (77.75,4.63), J-End (77.75,12.OO1 Total Beam Length (ft) = 7.37 Loading information: LineLoads: Load I 2 5 6 Dist 3.27 0.00 3.27 0.00 3.27 Dist 0.00 4.10 0.00 4.10 4.10 I.JI 4.10 0.00 T.JT 0.00 7.37 0.00 7.37 DL 0.072 0.050 0.090 0.010 0.010 DL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0-050 0.050 0.010 0.010 CDL o.o72 0.050 0.090 0.010 0.010 CDL 0.000 0.040 0.000 0.050 0.040 0.040 0.050 0.050 0.040 0.040 0.050 0.050 0-010 0.010 LL 0.000 0.200 0.359 0.000 0.000 Type NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.100 0.180 0.000 0.000 CLL 0.000 0.000 0.000 0.100 0.000 0.000 0.100 0.'100 0.000 0.000 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.104 0.'t 04 0.000 0.000 0.100 0.100 0.000 0.000 0.100 0.000 0.000 0.000 LL 0.000 0.000 0.000 0.200 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.200 0.000 0.000 J-End {81.75,0.52) Red% Beam Number = 324 Span information (ft): l-End (81.75,12.00), Total Beam Length (ft) = 11.48 Loading information: LineLoads:Load Dist 1 0.00 11.48 2 0.00 11 .483 0.00 7.374 0.00 7.375 7.37 11.48 O I.JI 11.487 0.00 11.48 DL o.o42 o.o42 0.052 o.o52 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.010 0.010 GDL 0.942 0.042 0.052 o-052 0.040 0.040 0.050 0.050 0.040 0.000 0.050 0.000 0.010 0.010 LL 0.000 0.000 0.208 0.208 0.000 0.000 0.200 0.200 0.000 0.000 0.200 0.000 0.000 0.000 Red% O Loads on Gravity BeamsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 162/365 09/15/05 09:12:35 Beam Number = 325 Span information {ft): l-End (2.88,49.46), J-End (2.88,56.02) Total Beam Length (ft) = 6 56 Loading information: PointLoads: Dist 2.60 2.60 4aq c.Jc LineLoads: Load 1 2 4 6 Beam Number = 326 Span information (ft): l-End (2.88,36.06), J-End (2.88,49.46) Total Beam Length (ft) = 13.40 Loading information: Pointloads: Dist 4.00 4.00 8.00 8.00 12.00 12.00 LineLoads: Load 1 2 J DL CDL 0.01 0.01 0.02 0.02 o.24 0.24 5.44 4.61 Dist 0.00 5.35 0.00 5.35 5.35 6.56 5.35 6.56 5.JC 6.56 0.00 6.56 DL 0.062 0.032 0.o77 0.040 o.o25 0.032 0.015 0.008 0.017 0.032 0.010 0_010 CDL 0.062 0.032 0.o77 0.o40 0.025 0.032 0.0'15 0.008 0.017 0.032 0.010 0.010 LL 0.000 0.000 0.247 0.128 0.000 0.000 0.048 0.o27 0.067 o.127 0.000 0.000 LL 0.000 0.000 o.542 0.247 0.000 0.000 StorLL 0.00 0.00 *"Y Type NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.154 0.080 0.000 0.000 0.030 0.017 0.034 U.UOJ 0.000 0.000 CLL 0.000 0.000 0.339 o.154 0.000 0.000 RedLL RedTo NonRLL 0.00 0.0 0.390.00 0.0 8.65 Red% RoofLL Red% 0.0 0.00 Snow0.0 0.00 Snow 0.23 4.09 DL 0.04 0.02 0.03 0.02 o.o2 0.02 Dist 0.00 13.40 0.00 13.40 0.00 13.40 CDL RedLL Red% NonRLL 0.04 0.o2 0.03 0.02 o.02 0.02 Red% RoofLL Red% DL 0.136 0.062 0.169 o.077 0.010 0.0't0 CDL 0.136 0.062 0.169 0.o77 0.010 0.010 *"Y Type NonRed NonRed NonRed O Loads on Gravitv Beam0 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 163/365 09/15/05 09:12:35 Beam Number = 327 Span information (ft): l-End (87.61,20.98), J-End (97.00,38.05) Total Beam Length (ft) = 19.48 Loading information: Pointloads: Dist 2.28 4.44 6.85 1't .41 12.74 15.98 LineLoads: Load 1 z 4 6 I I 10 11 12 13 14 15 16 DL 0.06 1.73 0.05 0.04 0.99 0.01 Dist 0.00 4.43 0.00 4.43 0.00 4.43 4-44 12.74 4.44 6.75 6.75 12.74 6-75 12.74 12.74 19.48 12.74 15.0'1 '15.01 19.48 15.01 't 9.48 0.00 12.54 0.00 12.54 12-54 19.48 12.54 19.48 0.00 19.48 RedLL 0.00 0.00 DL 0.016 0.035 o.o17 o.o21 0.003 o.o23 0.000 0.035 0.000 o.o12 o.012 o.o21 0.000 0.023 0.000 0.028 0.000 o.o12 0.012 0.020 0.000 0.016 0.115 0.062 0.144 0.078 0.029 0.000 0.037 0.000 0.019 0.019 NonRLL 3.46 2.00 LL 0.000 0.000 0.055 0.068 0.013 0.091 0.000 0.000 0.000 0.039 0.039 0.067 0.000 0.092 0.000 0.000 0.000 0.038 0.039 0.064 0.000 0.063 0.000 0.000 0.461 0.245 0.000 0.000 0.'t17 0.000 0.000 0.000 RoofLL 0.00 0.00 CLL 0.000 0.000 0.034 o.o42 0.006 0.045 0.000 0.000 0.000 0.o24 0.024 o.o42 0.000 0.046 0.000 0.000 0.000 o.o24 o.o24 0.040 0.000 0.032 0.000 0.000 0.288 0.155 0.000 0.000 0.073 0.000 0.000 0.000 Red% CLL Snow 1.76 Snow 1.02 CDL 0.06 1.73 0.05 0.04 0.99 0.01 0.0 0.00 0.0 Red% Type NonRed NonRed Non Red NonRed NonRed NonRed NonRed NonRed 0.0 CDL 0.016 0.035 0.017 0.021 0.003 0.023 0.000 0.035 0.000 0.o12 0.o12 o.o21 0.000 0.023 0.000 0.028 0.000 0.012 o.o12 0.020 0.000 0.016 0.115 0.062 o.144 0.078 0.029 0.000 0.037 0.000 0.019 0.019 0.00.00 NonRed Non Red NonRed NonRed Non Red NonRed NonRed NonRed Beam Number = 328 Span information (ft): l-End (87.61,20.98), Total Beam Length (ft) = 27.27 J-End (100.75,-2.91) O Loads on Gravitv BeamO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 164/365 09/15/05 09:12:35 Loading information: PointLoads: Dist 2.28 4.79 6.85 11.41 13.09 15.98 20.54 21-39 LineLoads: Load 1 2 4 o I q 10 11 12 IJ 14 1E 't6 't7 18 DL 0.06 1.70 0.05 0.04 0.99 0.03 o.o2 o.37 Dist 0.00 27.27 0.00 27.27 0.00 4.79 0.00 4.79 0.00 4.79 4.79 13.09 4.79 7.13 /. tJ 13.09 /-tJ 13.09 13.09 21 .39 13.09 15.43 15.43 21.39 15.43 21.39 21.39 27.27 21.39 23.73 23.73 27.27 23.73 27.27 0-00 27.27 CDL RedLL 0.06't.70 0.00 0.05 0.040.99 0.00 0.03 0.o20.37 0.00 DL 0.115 0.000 o.144 0.000 0.015 0.035 0.016 0.o21 0.002 0.023 0.000 0.035 0.000 0.012 o.o12 o.021 0.000 0.023 0.000 0.035 0.000 0.o12 0.o12 0.021 0.000 0.023 0.000 0.025 0.000 o.o12 o.o12 0.020 0.000 0.011 0.026 0.026 NonRLL 3.40 2.00 0.73 LL 0.000 0.000 0.461 0.000 0.000 0.000 0.053 0.068 0.008 0.090 0.000 0.000 0.000 0.040 0.040 0.068 0.000 0.090 0.000 0.000 0.000 0.040 0.040 0.068 0.000 0.090 0.000 0.000 0.000 0.040 0.040 0.063 0.000 0.045 0.000 0.000 0.00 0.0 NonRed NonRed NonRed NonRed NonRed NonRed Non Red NonRed NonRed NonRed NonRed NonRed NonRed NonRed Non Red RoofLL 0.00 0.00 0.00 CLL 0.000 0.000 0.288 0.000 0.000 0.000 0.033 0.043 0.004 o.o45 0.000 0.000 0.000 0.025 0.025 0.043 0.000 0.045 0.000 0.000 0.000 0.025 0.025 0.043 0.000 0.045 0.000 0.000 0.000 0.025 0.025 0.040 0.000 0.022 0.000 0.000 Red% CLL Snow 1.73 Snow 1 .03 Snow 0.38 0.00.00 0.0 0.0 0.0 CDL 0.115 0.000 0.144 0.000 0.015 0.035 0.016 0.021 0.002 0.023 0.000 0.035 0.000 0.012 o.012 o.021 0.000 0.023 0.000 0.035 0.000 0.012 0.012 o.021 0.000 0.023 0.000 0.025 0.000 0.012 0.o'tz 0.020 0.000 0.011 0.026 0.026 0.00 0.0 Red% Type Non Red NonRed NonRed Beam Number = 329 Span information (ft): l-End (89.92,-3.75), Total Beam Length (ft) = 20.53 J-End (8e.92,16.78) O Loads on Gravitv Beamdl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 165/365 09/15/05 09:12:35 Loading information: LineLoads: Load 1 .) 4 o a I .t0 11 Dist 0.00 20.53 0.00 18.48 18.48 20.53 18.48 20.53 0.00 13.26 0.00 11 .21 11.21 13.26 11.21 18.48 13.26 20.53 13.26 18.48 0.00 20.53 DL 0.040 0.040 0.050 0.050 0.014 o.024 0.050 0.026 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.014 0.040 0.000 0.046 0.000 0.014 0.014 CDL 0.040 0.040 0.050 0.050 0.014 o.024 0.050 0.026 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.014 0.040 0.000 0.046 0.000 0.014 0.014 LL 0.000 0.000 0.200 0.200 0.045 0.078 0.200 0.103 0.000 0.000 0.200 0.200 0.200 o.184 0.000 0.045 0.000 0.000 0.184 0.000 0.000 0.000 CLL 0.000 0.000 0.100 0.100 0.028 0.049 0-100 0.051 0.000 0.000 0.100 0.100 0.100 o.o92 0.000 4.o28 0.000 0.000 0.092 0.000 0.000 0.000 CLL 0.000 0.000 0,100 0.100 0.028 0.049 0.100 0.051 0.000 0.000 0.100 0.100 0.'t 00 0.092 0.000 0.028 0.000 0.000 0.092 0.000 Red% Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed Non Red NonRed Beam Number = 330 Span information (ft): l-End (93.92,-3.75), J-End (93.92,9.51) Total Beam Length (ft) = 13.26 Loading information: LineLoads: Load 1 2 4 6 I I 10 Dist 0.00 13.26 0.00 11.21 11.21 13.26 11.21 13.26 0.00 5.99 0.00 3.93 J.VJ 5.99 10q 11.21qoq 13.26 5.99 11 .21 OL 0.040 0.040 0.050 0.050 0.014 0.024 0.050 0.026 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.014 0.040 0.000 0.046 0.000 coL 0.040 0.040 0.050 0.050 0.o14 0.o24 0.050 0.026 0.040 0.040 0.050 0.050 0.050 0.046 0.000 0.014 0.040 0.000 0.046 0.000 LL 0.000 0.000 0.200 0.200 0.045 0.078 0.200 0.103 0.000 0.000 0.200 0.200 0.200 0.184 0.000 0.045 0.000 0.000 0.184 0.000 O Loads on Gravitv BeamC RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 166/365 09115105 09:12:35 Load 11 Dist 0.00 13.26 Dist 0.00qoo 0.00 "013.93qoo aoa 5.99 0.00 0.84 0.00 0.84 0.00 0.84 0.84 5.99 0.84 aoQ 0.84 0.00 5.99 DL 0.010 0.010 DL 0.040 0.040 0.050 0.050 o.o14 o.o24 0.050 0.026 o.028 0.028 0.033 0.030 0.002 0.006 0.028 0.000 0.030 0.000 0.006 0.o14 0.010 0.010 coL 0.010 0.010 LL 0.000 0.000 Red%TYPe NonRed CLL 0.000 0.000 Beam Number = 331 Span information (ft): l-End (97.92,-3.75), J-End (97.92,2.241 Total Beam Length (ft) = 5.99 Loading information: LineLoads: Load 1 2 4 3 o 8 I 10 11 CDL 0.040 0.040 0.050 0.050 0-o14 o.o24 0.050 0.026 o.o28 0.028 0.033 0.030 0.002 0.006 0.028 0.000 0.030 0.000 0.006 0.014 0.010 0.010 LL 0.000 0.000 0.200 0.200 0.045 0.078 0.200 0.103 0.000 0.000 0.134 0..t 1 9 0.006 0.018 0.000 0.000 0.119 0.000 0.018 0.045 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.100 0.100 0.o28 0.049 0.100 0.051 0.000 0.000 0.067 0.060 0.004 0.011 0.000 0.000 0.060 0.000 0.011 0.028 0.000 0.000 CLL 0.000 0.000 0.048 0.028 0.052 0.100 0.100 0.100 0.000 Beam Number =332 Span information (ft); l-End (89.75,24.87), Total Beam Length (ft) =2O.84 J-End (89.75,45.71) Loading information: LineLoads:Load Dist1 0-00 20.842 0.00 2.0s3 0.00 2.034 2.43 20.845 0.00 BL 0.040 0.040 0.024 0.014 0.026 0.050 0.050 0.050 0.000 CDL 0.040 0.040 o.024 o.014 0.026 0.050 0.050 0.050 0.000 LL 0.000 0.000 0.o77 0.045 0.104 0.200 0.200 0.200 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed a Loads on Gravitu Beamdl RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 1671365 09/15/05 A9:12:35 10 11 Dist 7.27 2.03 7.27 2.03 9.27 7.27 20.84 7.27 9.27 J.Z I 20.84 0.00 20.84 Dist 0.00 13.57 0.00 2.00 0.00 2.00 2.00 13.57 0.00 5.91 2.00 5.91 2.00 7.88 5.91 13.57 4 q1 7.88 7.88 13.57 0.00 13.57 DL 0.040 0.000 0.046 0.014 0.000 0.040 0.040 0.046 0.050 0.0s0 0.050 0.014 0.014 DL 0.040 0.040 o.024 0.014 0.026 0.050 0.050 0.050 0.000 0.033 0.000 0.036 0.014 0.000 0.033 0.033 0.036 0.041 0.041 0.041 0.010 0.010 CDL 0.040 0.000 0.046 0.0't4 0.000 0.040 0.040 0.046 0.050 0.050 0.050 0.014 0.014 CDL 0.040 0.040 0.024 0.014 0.026 0.050 0.050 0.050 0.000 0.033 0.000 0.036 0.014 0.000 0.033 U.UJJ 0.036 0.041 0.041 0.041 0.010 0.010 Type NonRed NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 o.o92 o.o28 0.000 0.000 0.000 0.092 0.100 0.100 0.100 0.000 0.000 CLL 0.000 0.000 0.048 o.o27 0.052 0.100 0.100 0.100 0.000 0.000 0.000 o.o72 o.027 0.000 0.000 0.000 0.o72 0.081 0.081 0.081 0.000 0.000 LL 0.000 0.000 0.185 0.045 0.000 0.000 0.000 0.185 0.200 0.200 0.200 0.000 0.000 J-End (93.75,45.711 Beam Number = 333 Span information (ft); l-End (93.75,32.14), Total Beam Length (ft) = 13.57 Loading information: LineLoads: Load 1 2 4 3 6 T FI o 10 11 Beam Number = 334 Span information (ft): l-End (88.71,22.98), Total Beam Length (ft) = 12.04 LL 0.000 0.000 0.076 0.044 0.105 0.200 0.200 0.200 0.000 0.000 0.000 o.144 0.044 0.000 0.000 0.000 0.144 0.163 0.163 0.163 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed NonRed J'End (100.75,22.98) Loads on Gravitv Beaml RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 168/365 09/15105 09:12:35 Loading information: LineLoads: Load Dist DL GDL LL Red% Type CLL 1 0.00 0.010 0.010 0.000 NonRed 0.000 12.04 0.010 0.010 0.000 0.000 Beam Number = 335 Span information (ft|: l-End (88.71,18.98), J-End (100.75,18.98) Total Beam Length (ft) ='12.O4 Loading information: LineLoads: Load Dist DL CDL LL Red% Type CLL 1 0.00 0.010 0.010 0.000 NonRed 0.000 12.04 0.010 0.010 0.000 0.000 Beam Number = 336 Span information (ft)r l-End (90.91,14.98), J-End (100.75,14.98) Total Beam Length (ft) = 9.84 Loading information: LineLoads: Load Dist DL CDL LL Red% Type CLL 1 0.00 0.010 0.010 0.000 NonRed 0.000 9.84 0.010 0.010 0.000 0.000 Beam Number = 337 Span information (ft): l-End (93.11,10.98), J-End (100.75,10.98) Total Beam Length (ft) = 7.64 Loading information: LineLoads: Load Dist DL CDL LL Redo/o TyPe CLL 1 0.00 0.010 0.010 0.000 NonRed 0.000 7.64 0.010 0.010 0.000 0.000 Beam Number = 33E Span information (ft): l-End (95.31,6.98|, J-End (100.75,6.98) Total Beam Length (ft) = 5.44 Loading information: LineLoads: O Loads on Gravitv BeamJ RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 169/365 09115/05 O9:12:35 Load Dist DL CDL LL Red% Type CLL 1 0.00 0.010 0.010 0.000 NonRed 0.000 5.44 0.010 0.010 0.000 0.000 Beam Number = 339 Span information (ft): l-End (97.51,2.98), J-End (100.75,2.98) Total Beam Length 1ft1 = 3.24 Loading information: LineLoads:Load Dist DL CDL LL Red% Type CLL1 0.00 0.010 0.010 0.000 NonRed 0.0003.24 0.010 0.010 0.000 0.000 Beam Number = 340 Span information (ft): l-End (90.91,26.98), J-End (100.75,26.98) Total Beam Length (ft) = 9.84 Loading information: LineLoads:Load Dist DL CDL LL Red% Type GLL1 0.00 0.010 0.010 0.000 NonRed 0.0009.84 0.0't 0 0.010 0.000 0.000 Beam Number = 341 Span information (ft): l-End (93.11,30.98), J-End (100.75,30.98) Total Beam Length (ft) = 7.64 Loading information: LineLoads:Load Dist DL CDL LL Red% TyPe CLL1 0.00 0.010 0.010 0.000 NonRed 0.0007.64 0.010 0.010 0.000 0.000 Beam Number = 342 Span information (ft): l-End (95.31,34.98), J-End (97.00,34.98) Total Beam Length (ft) = 1.69 Loading information: LineLoads:Load Dist DL CDL LL Red% Type CLL1 0.00 0.010 0.010 0.000 NonRed 0.000 1 .69 0.010 0.010 0.000 0.000 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 170/365 09/15/05 09:12:35 Beam Number = 343 Span information (ft): l-End (97.00,37.47), J-End (100.75,44.29) Total Beam Length (ft) = 7.78 Loading information: PointLoads: Dist 1.72 LineLoads: Load 1 2 .) ^ 5 o DL 0.010 0.010 CDL 0.0'l0 0.010 LL 0.000 0.000 DL 0.01 CDL RedLL 0.01 DL 0.033 0.033 0.000 0.015 0.015 0.025 0.000 0.016 0.041 0.000 0.010 0.010 Red% CDL 0.033 0.033 0.000 0.015 0.015 0.025 0.000 0.016 0.041 0.000 0.010 0.010 NonRLL LL 0.000 0.000 0.000 0.049 0.049 0.080 0.000 0.065 0.131 0.000 0.000 0.000 StorLL Red% Red% Red% RoofLL Type CLLNonRed 0.000 0.000NonRed 0.000 0.031NonRed 0.031 0.050NonRed 0.000 u.u.tzNonRed 0.082 0.000 NonRed 0.000 0.000 CLL Dist 0.00 7.78 0.00 2.91 2.91 7.78 2.91 7.78 0.00 7.78 0.00 7.78 Beam Number = 344 Span information (ft); l-End (97.00,34.98), J-End (100.75,34.98) Total Beam Length (ft) = 3.75 Loading information: LineLoads: Load 1 Beam Number = 345 Span information (ft): l-End (97.83,38.98), J-End (100.75,38.9E) Total Beam Length (ft) = 2.92 Loading information: LineLoads:Load Dist1 0.00 2.92 Dist 0.00 3.75 Type NonRed CLL 0.000 0.000 DL CDL0.010 0.0100.010 0.010 LL 0.000 0.000 Red% Type NonRed CLL 0.000 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 171/365 09/15/05 09:12:35 O BeamNumber=62 Span information (ft): l-End (-0.33,36.06), Total Beam Length (ft) = 3.21 Loading information: LineLoads: Load 1 2 RedLL 0.81 Beam Number = 70 Span information (ft): l-End (32.34,-3.75), J-End 132.52,20.271 Total Beam Length (ft) =24.02 Loading information: PointLoads:Dist DL16.96 1 .56 LineLoads:Load Dist't 16.96 24.O22 16.96 24.O23 16.96 24.02 LL Red% 0.000 0.000 0.000 0.0000.094 0.0% 0.094 StorLL Red% 0.00 0.0 0.00 0.0Snow 0.000.00 0.0 Redo/o Type NonRed Red%Type NonRed NonRed StorLL 0.00 Red% RoofLL Red% 0.0 0.00 Snow Type CLLNonRed 0.000 0.000 NonRed 0.000 0.000 Red 0.054 0.094 CLL 0.75 0.00 0.00 Story: 8073.9 Floor Type: 8073.9 Units: kips, ft Beam Number = 59 Span information (ft); l-End (2.88,61.75), J-End (20.15,61.75) Total Beam Length (ft) = '17.27 Loading information: PointLoads: Dist 10.44 5.64 0.00 10.54 LineLoads: Load 1 DL CDL RedLL 1.46 1 .46 0.75 1.09 0.00 0.00 0.0 -1.40 0.005.81 0.00 0.00 Red% NonRLL 0.0 0.00 0.0 4.080.0 0.000.0 9.98 Red% Snow Snow Dist 0.00 17.27 DL 0.053 0.053 CDL 0.053 0.053 LL 0.000 0.000 J-End (2.88,36.06) LL 0.000 0.000 0.000 0.000 Roofl|- 0.00 0.00 0.00 CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 Dist 0.00 3.21 0.00 3.21 DL 0.004 0.004 0.0't 0 0.010 GDL 0.004 0.004 0.010 0.010 DL CDL0.004 0.0040.004 0.004a.125 0j250j24 0.1240.035 0.0350.035 0.035 CLL 0.8'1 CDL 1.56 Red% NonRLL 0.0 0.00 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 172/365 09/15/05 09:12:35 Load Dist DL CDL LL Red% Type CLL4 0.00 0.030 0.030 0.000 NonRed 0.000 24.02 0.030 0.030 0.000 0.000 Beam Number = 71 Span information {ft): l-End (48.71,18.54}, J-End 148.71,45.711 Total Beam Length (ft) =27.16 Loading information: Pointloads: Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 1.73 2.87 2.87 1.58 1O.2 0.00 0.00 0.0 0.00 Snow 1.5810.46 0.71 O.71 0.95 1O.2 0.00 0.00 0.0 0.00 Snow O.4710,46 5.33 5.33 2.95 1O.2 0.00 0.00 0.0 0.00 Snow 2.9514.63 1.34 1.34 1.90 '10.2 0.00 0.00 0.0 0.00 Snow 0.9518.81 1.34 1.34 1.90 1o.2 0.00 0.00 0.0 0.00 Snow 0.9522,99 1.34 1.34 '1.S0 1O.2 0.00 0.00 0.0 0.00 Snow 0.95,|0.46 26.48 0.00 0.00 0.0 45.94 0.00 0.0 0.00 Snow 0.00 0.00 0.0 -0.49 0.00 0.0 0.00 Snow 0.00 LineLoads: Load Dist DL CDL LL Red% Type GLL1 0.00 0.172 0.172 0.000 NonRed 0.00027.16 0.172 0.172 0.000 0.0002 0.00 0.049 0.049 0.130 102% Red 0.130 27.16 0.049 0.049 0.130 0.130 3 0.00 0.004 0.004 0.000 NonRed 0.000 10.46 0.004 0.004 0.000 0.000 4 0.00 0.094 0.094 0.000 NonRed 0.00027.16 0.094 0.094 0.000 0.000 Beam Number = 72 Span information (ft): l-End (32.52,20.27), J-End (48.71,20.271 Total Beam Length (ft) = 16.19 Loading information: PointLoads: Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 4.69 1.77 1.77 1.01 0.0 0.00 0.00 0.0 0.00 Snow 1.01 4.69 1.20 1.2O 0.68 0.0 0.00 0.00 0.0 0.00 Snow 0.689.69 1.75 1.75 1.00 0.0 0.00 0.00 0.0 0.00 Snow 1.00 9.69 1.42 1.42 0.81 0.0 0.00 0.00 0.0 0.00 Snow 0.81 LineLoads:Load Dist DL CDL LL Red% Type CLL1 0.00 0.014 0.014 0.000 NonRed 0.00016.19 0.014 0.014 0.000 0.000 Beam Number = 74 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 173/365 09/15/05 09:12:35 Span information (ft): l-End 132.47,13.21 ), J-End (48.7 1,13.211 Total Beam Length (ft) = 16.24 Loading information: PointLoads: Dist DL 4.71 1.209.72 1.42 LineLoads:Load Dist1 0.00 't6.24 2 0.00 16.24 Red% CLL Snow 0.69Snow 0.81 StorLL 0.00 0.00 CDL RedLL1.20 0.691.42 0.81 Red% NonRLL 0.0 0.000.0 0.00 CDL LL0.004 0.0000.004 0.0000.012 0.0000.012 0.000 *"Y StorLL 0.00 0.00 0.00 0.00 Red% Type NonRed StorLL 0.00 *"Y 0.0% Red% RooftL 0.0 0.000.0 0.00 Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 Red% RoofLL0.0 0.000.0 0.000.0 0.000.0 0.00 DL 0.004 0.004 0.012 o.o12 Beam Number = 82 Span information (ft): l-End (30.60,29.00), J-End (48.71,29.00) Total Beam Length (ft) = 18.10 Loading information: PointLoads: Dist DL6.60 3.406.60 1.7711.60 3.37 1 1.60 1.75 LineLoads: Load Dist 1 0.00 18.10 CDL RedLL Red% NonRLL 3.40 1.94 0.0 0.001.77 1.01 0.0 0.003.37 1.92 0.0 0.001.75 1.00 0.0 0.00 DL CDL LL 0.019 0.019 0.000 0.019 0.0't 9 0.000 Red% CLL Snow 1.54Snow 1.01 Snow 1.92 Snow '1 .00 GLL 0.000 0.000 Beam Number = 87 Span information (ft): l-End (13.31,45,71), J-End (13.31,61.75) Total Beam Length (ft) = 16.04 Loading information: PointLoads: Dist 9.50 LineLoads: Load 1 2 4 Red% CLL Snow 0.85 DL ,t Eo CDL RedLL'1.59 0.85 DL 0.004 0.004 o.114 o.114 0.032 IJ. UJ4 0.012 o.012 Red% NonRLL0.0 0.00 CDL LL0.004 0.0000.004 0.0000.114 0.0000.114 0.0000.032 0.0860.032 0.0860.012 0.000 0.012 0.000 Red% RooftL 0.0 0.00 Type CLLNonRed 0.000 0.000 NonRed 0.000 0.000 Red 0.086 0.086 NonRed 0.000 0.000 Dist 0.00 9.50 0.00 9.50 0.00 9.50 0.00 16.04 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1741365 09/15/05 09:12:35 Beam Number = 88 Span information (ft): l-End (26.57,45.71), J-End (26.57,61.75) Total Beam Length (ft) = '16.04 Loading information: Pointloads: Dist 9.50 LineLoads: Load 1 StorLL 0.00 Beam Number = 89 Span information (ft): l-End (32.39,45.71), J-End (32.39,61.75) Total Beam Length (ft) = 16.04 Loading information: PointLoads: Dist 9.50 LineLoads: Load I Loading information: Pointloads: Dist DL CDL RedLL 9.50 1.73 1.73 0.93 LineLoads: Red% NonRLL0.0 0.00 DL CDL RedLL Red%1.64 1.64 0.88 0.0 Dist DL CDL 0.00 0.106 0.106 9.50 0.106 0.106 0.00 0.030 0.030 9.50 0.030 0.030 0.00 0.004 0.004 9.50 0.004 0.0040.00 0.012 0.012 16.04 0.012 0.012 DL CDL RedLL Red% 1.50 1.50 0.80 0.0 Dist DL CDL0.00 0.004 0.0049.50 0.004 0.0040.00 0.128 01289.50 0.128 0.1280.00 0.036 0.036 9.50 0.036 0.036 0.00 0.012 0.012 16.04 0.012 0.012 NonRLL 0.00 LL 0.000 0.000 0.080 0.080 0.000 0.000 0.000 0.000 NonRLL 0.00 LL 0.000 0.000 0.000 0.000 0.096 0.096 0.000 0.000 RedTo Type CLL NonRed 0.000 0.000 0.0% Red 0.080 0.080NonRed 0.000 0.000NonRed 0.000 0.000 StorLL Red% RoofLL0.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.0000.0o/o Red 0.096 0.096NonRed 0.000 0.000 StorLL 0.00 Red% RoofLL0.0 0.00 Red% RoofLL0.0 0.00 RedTo CLLSnow 0.88 Red% CLL Snow 0.80 Red% CLLSnow 0.s3 Beam Number = 90 Span information (ft): l-End (45.67,45.71), J-End (45.67,61.751 Total Beam Length (ft) = 16.04 o RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 1751365 09/15105 09:'12:35 Load 1 Dist 0.00 9.50 0.00 9.50 0.00 9.50 0.00 16.04 DL 1.63 1.41 Dist 0.00 13.28 0.00 13.28 DL 0.092 0.092 0.026 0.026 0.004 0.004 o.D12 o.o12 CDL 0.092 0.092 0.026 0.026 0.004 0.004 0.0'12 0.o12 CDL 0.004 0.004 0.010 0.010 CDL 0.004 0.004 0.010 0.010 LL 0.000 0.000 0.069 0.069 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.069 0.069 0.000 0.000 0.000 0.000 Red% Type NonRed 0.0o/o Red NonRed NonRed Beam Number = 91 Span information (ft); l-End (13.31,55.211, J-End 126.57,55.211 Total Beam Length (ft) = 13.26 Loading information: PointLoads:Dist DL CDL RedLL 4.30 1.54 1 .54 0.88 9.26 1.49 1.49 0.85 LineLoads: Load Dist DL 1 0.00 0.00413.26 0.0042 0.00 0.01013-26 0.010 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 Red% RoofLL0.0 0.000.0 0.00 Red% RoofLL 0.0 0.00 0.0 0.00 CDL RedLL1.63 0.931.41 0.80 DL 0.004 0.004 0.010 0.010 Red% CLLSnow 0.88Snow 0.85 Red% 0.0 0.0 StorLL 0.00 0.00 StorLL 0.00 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 Beam Number = 92 Span information (ft): l-End (32.39,55.21), Total Beam Length (ft) = 13.28 Loading information: PointLoads: Dist 4.82 9.82 LineLoads: Load 1 2 Beam Number = 94 Span information (ft): l-End (57.79,18.54), Total Beam Length (ft) = 27.16 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 J-End (45.67,55.21) Red% CLL Snow 0.93 Snow 0.80 Red% 0.0 0.0 J-End (57.79,45.71) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1761365 09/15/05 09:12:35 Loading information: PointLoads:Dist DL 10.46 0.7114.63 1.34 't 8.81 1.34 22.99 1.34 LineLoads: Load Dist1 10.46 27.16 2 0.00 27.16 CDL RedLL Red% NonRLL StorLL Red% RoofLL 0.71 0.95 0.0 0.00 0.00 0.0 0.00 1.34 1.90 0.0 0.00 0.00 0.0 0.001.34 1.90 0.0 0.00 0.00 0.0 0.00 1.34 1.90 0.0 0.00 0.00 0.0 0.00 DL CDL LL Red% Type CLL0.004 0.004 0.000 NonRed 0.0000.004 0.004 0.000 0.0000.026 0.026 0.000 NonRed 0.0000.026 0.026 0.000 0.000 Red% CLLSnow 0.47Snow 0.95Snow 0.95Snow 0.95 Beam Number = 95 Span information (ft): l.End (48.71,29.00), J-End (57.79,29.00) Total Beam Length (ft) = 9.08 Loading information: LineLoads: Load 1 2 4 Dist 0.00 9.08 0.00 9.08 0.00 9.08 0.00 9.08 DL 0.111 0.111 0.031 0.031 0.004 0.004 0.010 0.010 GDL o.111 0.111 0.031 0.031 0.004 0.004 0.010 0.010 LL 0.000 0.000 0.209 0.209 0.000 0.000 0.000 0.000 J-End (25.58,29.00) Red% Type NonRed 0.0% Red NonRed NonRed Red% Type NonRed 0.0% Red NonRed CLL 0.000 0.000 0.104 0.104 0.000 0.000 0.000 0.000 CLL 0.000 0.000 o.201 0.201 0.000 0.000 Beam Number = 108 Span information (ft): l-End (25.57,20.271, Total Beam Lengtn 1t; = 6.73 Loading information: LineLoads: Load I 2 Dist 0.00 8.73 0.00 8.73 0.00 8.73 DL 0.266 0.266 0.075 0.075 0.010 0.010 CDL 0.266 u-zoo 0.075 0.075 0.010 0.010 LL 0.000 0.000 o-201 0.201 0.000 0.000 Beam Number = 109 Span information (ft): l-End (20.57,20.27), J-End (20.57,29.00) Total Beam Length (ft) = 8 73 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1771365 09/15i05 09:12:35 Loading information: LineLoads: Load 1 2 Dist 0.00 8.73 0.00 8.73 0.00 8.73 Dist 0.00 e 7't 0.00 8.73 0.00 n7a Dist 0.00 8.73 0.00 8.73 0.00 8.73 DL 0.262 0.263 0.074 0.o74 0.010 0.010 CDL o.262 0.263 0.o74 0.o74 0.0'10 0.010 DL 0.259 0.259 0.o73 0.073 0.010 0.010 BL 0.257 o.258 0.073 0.073 0.010 0.010 CDL 0.259 0.259 o.073 0.073 0.010 0.010 LL 0.000 0.000 0.196 0.196 0.000 0.000 *"Y 0.Oo/o Redo/o Type NonRed Red NonRed Type NonRed CLL 0.000 0.000 0.198 0.198 0.000 0.000 CLL 0.000 0.000 0- 196 0.196 0.000 0.000 CLL 0.000 0.000 0.194 0.194 0.000 0.000 CLL 0.000 0.000 LL 0.000 0.000 0.198 0.198 0.000 0.000 J-End (15.68,29.00) Red% Type NonRed 0.0% Red NonRed Beam Number = 11O Span information (ft): l-End (15.67,20.27), Total Beam Length (ft) = 8.73 Loading information: LineLoads: Load 'l 2 c Beam Number = 111 Span information (ft): l-End (1o.78,20.271, Total Beam Length (ft) = 8.73 Loading information: LineLoads: Load 1 2 Beam Number = 117 Span information (ft): l-End (48.71,33.18), Total Beam Length (ft) = 9.08 Loading information: LineLoads: Load 1 J-End (10.79,29.00) CDL o.257 0.258 0.073 0.073 0.010 0.010 LL 0.000 0.000 0.194 0.194 0.000 0.000 J-End (57.79,33.18) Redo/o Type NonRed 0.0olo Red NonRed CDL 0.221 o.221 Dist 0.00 onn DL 0.221 o.221 LL 0.000 0.000 O Loads on Gravitv Beams] RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '178i365 09/15/05 09:12:35 O BeamNumber=119 Span information (ft): l-End (48.71,41.53), Total Beam Length (ft) = 9.08 Loading information: LineLoads: Load 1 z a Beam Number = 12'l Span information (ft): l-End (-0.33,-3.75), J-End (12.23,-3.751 Total Beam Length (ft) = 12.56 Loading information: FointLoads: Dist 6.?9 LineLoads: Load 'l J-End (57.79,41.53) LL 0.000 0.000 0.418 0.418 0.000 0.000 Red% Type O.0% Red NonRed Red% Type NonRed 0.0% Red NonRed Red% Type NonRed 0.0% Red NonRed StorLL Red% RoofLL Red% 0.00 0.0 0.00 Snow Red% Type Non Red Beam Number = 118 Span information (ft): l-End 148.71,37.35), J-End (57.79,37.35) Total Beam Length (ft) = 9.08 Load 2 Dist 0.00 9.08 0.00 9.08 DL 0.063 0.063 0.010 0.010 OL 0.221 0.221 0.063 U.UOJ 0.010 0.010 DL o.221 0.221 0.063 0.063 0.0't0 0.010 CDL 0.063 0.063 0.010 0.010 CDL 0.221 0.221 0.063 0.063 0.010 0.0'10 GDL 0.221 0.221 0.063 0.063 0.010 0.010 LL 0.418 0.418 0.000 0.000 LL 0.000 0.000 0.418 0.418 0.000 0.000 CLL 0.209 0.209 0.000 0.000 CLL 0.000 0.000 0.20s 0.209 0.000 0.000 CLL 0.000 0.000 n rno 0.209 0.000 0.000 Loading information: LineLoads: Load Dist1 0.00 9.082 0.00 9.083 0.00 9.08 Dist 0.00 9.08 0.00 9.08 0.00 9.08 DL CDL RedLL Red% 1.74 0.00 0.00 0.0 Dist DL CDL0.00 0.022 0.02212.56 0.022 0.022 NonRLL J.CO LL 0.000 0.000 CLL 0.00 CLL 0.000 0.000 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '1791365 09/15/05 09:12:35 Beam Number = 122 Span information (ft): l-End (2.88,45.71), J-End (19.31,45-711 Total Beam Length (ft) ='|6.44 Loading information: PointLoads: Dist DL3.08 1.837.92 3.4110.44 1.7514.74 1.54 14.74 3.83 LineLoads: Load Dist'r 3.08 10.442 0.00 16.44 Red% RoofLL Red% CLL0.0 0.00 Snow 1.00 0.0 0.00 Snow 1.95 0.0 0.00 Snow 0.920.0 0.00 Snow 0.880.0 0.00 Snow 2.15 CDL RedLL Red%1.83 1.00 0.0 3.41 1.95 0.0 1.75 0.92 0.0 1.54 0.88 0.0 3.83 2.15 0.0 DL GDL0.004 0.0040.004 0.004 0.0't 6 0.0160.016 0.016 Red% Type CLL NonRed 0.000 0.000NonRed 0.000 0.000 NonRLL 0.00 0.00 0.00 0.00 0.00 LL 0.000 0.000 0.000 0.000 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 StorLL 0.00 0.00 0.00 0.00 0.00 Beam Number = 125 Span information (ft): l-End (17.61,29.00), J-End (30.60,29.00) Total Beam Length (ft) = 12.99 Loading information: PointLoads: Dist 2.96 7.97 LineLoads: Load 1 z Red% CLL Snow 0.86 Snow 0.88 Red% 0.0 0.0 OL 1.51 1.53 CDL RedLL1.51 0.861.53 0.88 DL 0.004 0.004 0.014 0.014 StoILL 0.00 0.00 Red% Type NonRed 0.0% Red NonRed Redo/o RoofLL 0.0 0.000.0 0.00 CLL 0.000 0.000 0.233 0.233 0.000 0.000 Dist 0.00 12.99 0.00 12.99 Dist 0.00 8.73 0.00 8.73 0.00 8.73 DL 0.308 0.308 0.087 0.087 0.010 0.010 CDL 0.004 0.004 0.014 0.014 CDL 0.308 0.308 0.087 0.087 0.010 0.010 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 Beam Number = 129 Span information (ft): l-End (30.60,20.27), Total Beam Length (ft) = 8 73 Loading information: LineLoads: Load 1 2 J-End (30.60,29.00) LL 0.000 0.000 0.233 0.233 0.000 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 180i365 09115105 09:12:35 Beam Number = 130 Span information (ft): l-End (30.60,29.00), J-End (30.60,45.71) Total Beam Length (ft) = 16.71 Loading information: PointLoads: Bist 7.06 LineLoads: Load 1 2 c 4 o CLL 0.86 DL 1.61 CDL RedLL RedTo NonRLL1.61 0.86 0.0 0.00 StorLL Red%o RoofLL0.00 0.0 0.00 Red% Snow Dist 0.00 7.06 7.06 16.71 / .uo 16.7'l 0.00 16.71 0.00 16.7 1 0.00 16.71 Dist 0.00qA6 0.00 9.65 0.00 9.65 DL 0.004 0.004 0.107 0.107 0.030 0.030 0.175 0.175 0.050 0.050 0.012 o.o12 DL o.213 0.213 0.060 0.060 0.010 0.010 CDL 0.004 0.004 0.107 o.107 0.030 0.030 o.175 0.175 0.050 0.050 0.012 o.012 CDL v-z tJ o.213 0.060 0.060 0.010 0.010 LL 0.000 0.000 0.000 0.000 0.081 0.081 0.000 0.000 o.132 0.132 0.000 0.000 LL 0.000 0.000 0.179 0.179 0.000 CLL 0.000 0.000 0.000 0.000 0.081 0.081 0.000 0.000 0.132 0.132 0.000 0.000 CLL 0.000 0.000 0.16'l 0.161 0.000 0.000 CLL 0.000 0.000 0-'t 79 0.179 0.000 J-End (26.57,45.71) LL 0.000 0.000 0.161 0.161 0.000 0.000 Red% Type NonRed NonRed 0.0% Red NonRed 0.O% Red NonRed Red% Type NonRed 0.0% Red NonRed Beam Number = 134 Span information (ft): l-End (26.57,36.06), Total Beam Length (ft) = 9.65 Loading information: LineLoads: Load 1 2 J Loading information: LineLoads:Load Dist1 0.00 9.652 0.00 9.653 0.00 Beam Number = 135 Span information (ft): l-End 122.57,36.06), J-End (22.57,45.711 Total Beam Length (ft) = 9.65 DL o.237 0.237 0.067 0.067 0.010 GDL 0.237 0.237 0.067 0.067 0.010 *"Y o.0%Red NonRed Type NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 181/365 09/15i05 09:12:35 Load Dist 9.65 Dist 0.00 9.50 0.00o4n 0.00 9.50 Dist 0.00 16.71 0.00 16.71 0.00 7.06 7.06 16.71 7.06 16.71 0.00 16.71 DL 0.010 DL 0.237 Q.237 0.067 0.067 0.010 0.010 CDL 0.010 CDL 0.237 0.237 0.067 0.067 0.o10 0.010 LL 0.000 LL 0.000 0.000 0.179 0.179 0.000 0.000 Red% Red% Type NonRed 0.0% Red NonRed StorLL 0.00 *"Y 0.jYo o.0% Red% RoofLL 0.0 0.00 Type CLL NonRed 0.000 0.000Red 0.137 0.136NonRed 0.000 0.000 NonRed 0.000 0.000 Red 0.099 0.099NonRed 0.000 0.000 CLL 0.000 GLL 0.000 0.000 0.179 0.179 0.000 0.000 Beam Number = 136 Span information {ft): l-End (22.57,45.71), J-End (22.57,55.211 Total Beam Length (ft) = 9.50 Loading information: LineLoads: Load 1 2 Beam Number = 139 Span information (ft): l-End (17.61,29.00), J-End (17.61,45.711 Total Beam Length (ft) = 16.71 Loading information: PointLoads: Dist 7.06 LineLoads: Load 1 2 4 5 o CDL RedLL Red% NonRLL 1.46 0.77 0.0 0.00 DL CDL LL0.181 0.181 0.0000.181 0.181 0.0000.051 0.051 0.1370.051 0.051 0.1360.004 0.004 0.0000.004 0.004 0.0000.131 0.131 0.0000.131 0.131 0.000 0.037 0.037 0.099 0.037 0.037 0.099 0.014 0.014 0.000 0.014 0.014 0.000 Red% CLLSnow 0.77 DL 1.46 Beam Number = 140 Span information (ft): l-End (17.61,45.71), J-End l'17.61,55.211 Total Beam Length (ft) = 9.50 Loading information: LineLoads: O Loads on Gravitu Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1821365 09/15/05 09:12:35 Load Dist DL CDL LL Red% Type GLL 1 0.00 0.245 0.245 0.000 NonRed 0.000 9.50 0.245 0.245 0.000 0.000 2 0.00 0.069 0.069 0.185 O.Oo/o Red 0.185 9.50 0.069 0.069 0.185 0.185 3 0.00 0.010 0.010 0.000 NonRed 0.000 9.50 0.010 0.010 0.000 0.000 Beam Number = 141 Span information (ft): l-End ('17.61,36.06), J-End (30.60,36.06) Total Beam Length (ft) = 12.99 Loading information: PointLoads: Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 4.96 1.52 1.52 0.86 0.0 0.00 0.00 0.0 0.00 Snow 0.86 8.96 1.37 1.37 O.77 0.0 0.00 0.00 0.0 0.00 Snow O.77 LineLoads:Load Dist DL CDL LL Red% Type CLLI 0.00 0.004 0.004 0 000 NonRed 0.00012.99 0.004 0.004 0.000 0.0002 0.00 0.010 0.010 0.000 NonRed 0.00012.99 0.010 0.010 0.000 0.000 Beam Number = 142 Span information (ft): l-End (34.35,61.75), J-End (48.71,61.75) Total Beam Length (ft) ='14.35 Loading information: PointLoads:Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 11.3'1 1.47 1.47 0.75 0.0 0.00 0.00 0.0 0.00 Snow 0.7511.31 6.85 0.00 0.00 0.0 '11.44 0.00 0.0 0.00 Snow 0.00 LineLoads: Load Dist DL CDL LL Red% Type CLL 1 0.00 0.026 0.026 0.000 NonRed 0.000 14.35 0.026 0.026 0.000 0.000 Beam Number = 143 Span information (ft): l-End (20.15,61.75), J-End (34.35,61.75) Total Beam Length (ft) = 14.21 Loading information: PointLoads: Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 6.42 1.46 '1.46 O.75 0.0 0.00 0.00 0.0 0.00 Snow 0.75 12.24 1.46 1.46 O.75 0.0 0.00 0.00 0.0 0.00 Snow O.75 6.52 7.47 0.00 0.00 0.0 12.69 0.00 0.0 0.00 Snow 0.00 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL O Loads on Gravitv Beams I 12.27 7.24 0.00 0.00 LineLoads:Load Dist DL1 0.00 0.05314.21 0.053 0.0 CDL 0.053 0.053 12.23 LL 0.000 0.000 NonRLL 0.00 9.17 4.26 8.24 LL 0.000 0.000 LL 0.000 0.000 0.169 0.169 0.000 0.000 Red% Type NonRed StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000 0.00 Snow 0.00 CLL 0.000 0.000 Red% CLL Snow 0.34 Snow 0.00 Snow 0.00 Snow 0.00 CLL 0.000 0.000 0.169 0.169 0.000 0.000 CLL 0.000 0.000 0.230 0.230 Page 183/365 09/15/05 09:'12:35 Beam Number = 145 Span information {ft): l-End (30.97,-3.75), J-End ('18.71,-3.75) Total Beam Length (ft) = 17.74 Loading information: Pointloads: Dist DL 1.37 0.994.69 5.03 9.45 2.09 14.19 4.59 LineLoads: Load Dist 1 0.00 4'7 1'.\, CDL RedLL Red%0.99 0.34 0.00.00 0.00 0.00.00 0.00 0.00.00 0.00 0.0 DL CDL 0.045 0.0450.045 0.045 0.00 0.0 Red% Type NonRed 0.O% Red NonRed Beam Number ='171 Span information (ft): l-End 142.21,45.71), J-End (42.2'1,55.211 Total Beam Length (ft) = 9.50 Loading information: LineLoads: Load 1 2 Dist 0.00 9.50 0.00 ocn 0.00ocn DL 0.224 o.224 0.063 0.063 0.010 0.010 CDL 0.224 0.224 0.063 0.063 0.0't 0 0.010 Beam Number = 172 Span information (ft): l-End (42.21,29.00), Total Beam Length (ft) = '16.71 J-End (42.21,a5.7'll Loading information: LineLoads: Load Dist 1 0.00 16.71 2 0.00 16.71 DL 0.305 n'tn4 0.086 0.086 GDLn "nq0.305 0.086 0.086 LL 0.000 0.000 0.230 0.230 Red% Type NonRed 0.0Yo Red O Lqads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 184/365 09/15/05 09:12:35 Oist 0.00 16.71 Loading informationl LineLoads:Load Dist'l 0.00 8.732 0.00 o./J3 0.00 8.73 Loading information: LineLoads:Load Dist'l 0.00 /.uo2 0.00 7.063 0.00 7.06 Loading information: LineLoads:Load Dist1 0.00 s.502 0.00 9.503 0.00 9.50 Red% LL Red% 0.000 0.0000.230 0.0% 0.230 0,000 0.000 LL Red% 0.000 0.000 0 .231 0.04/0 0.230 0.000 0.000 CLL 0.000 0.000 LL 0.000 0.000 Load DL 0-o12 0.012 DL 0.305 0.305 0.086 0.086 0.010 0.010 DL 0.306 0.305 0.087 0.086 0.010 0.010 DL 0.260 0.260 0.074 0.o74 0.010 0.010 CDL 0.o12 0.o12 coL 0.305 0.305 0.086 0.086 0.010 0.0't0 GDL 0.306 0.305 0.087 0.086 0.010 0.0'10 TYPe NonRed Type NonRed Red NonRed Type NonRed Red NonRed TyPe NonRed Red NonRed CLL 0.000 0.000 o.230 0.230 0.000 0.000 CLL 0.000 0.000 0.231 0.230 0.000 0.000 CLL 0.000 0.000 0.196 0.196 0.000 0.000 Beam Number = 173 Span information (ft): l-End (42.21,20.27), J-End 142.21,2s.001 Total Beam Length (ft) = 8.73 Beam Number = 174 Span information (ft): l-End (42.19,13.21), J-End 142.21,20.271 Total Beam Length (ft) = 7.06 Beam Number = 175 Span information (ft): l-End (37.21,45.71), J-End 137.21,55.211 Total Beam Lengtn 1ft; = 9.59 o GDL 0.260 0.260 o.o74 o.o74 0.010 0.010 LL Red% 0.000 0.0000.196 0.0% 0.196 0.000 0.000 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 185/365 09/'15/05 09:12:35 Beam Number = 176 Span information (ft): l-End (37.21,29.00), J-End 137.21,45.711 Total Beam Length (ft) = 16.71 Loading information: LineLoads:Load Dist1 0.00 16.712 0.00 16.713 0.00 16.71 Dist 0.00 8.73 0.00 n 7.t 0.00 8.73 DL 0.307 0.307 0.087 0.087 o.o12 0.012 CDL 0.307 0.307 0.087 0.087 o.o12 o.012 LL 0.000 0.000 0.232 0.232 0.000 0.000 LL 0.000 0.000 0.232 0.232 0.000 0.000 LL 0.000 0.000 0.194 0.194 0.000 0.000 CLL 0.000 0.000 o.232 o ,1t 0.000 0.000 GLL 0.000 0.000 o.232 o-232 0,000 0.000 CLL 0.000 0.000 0.194 0.194 0.000 0.000 Red% Type NonRed 0.0% Red NonRed Beam Number = 177 Span information (ft): l-End 137.21,20.271, Total Beam Length (ft) = 8.73 Loading information: LineLoads: Load 1 I Loading information: LineLoads:Load Dist1 0.00 7.062 0.00 /.uo3 0.00 /.uo J-End (37.21,2e.00) Beam Number = 178 Span information (ft): l-End (37.17,13.21), J-End (37.21,20.271 Total Beam Length (ft) = 7.06 DL 0.307 0.307 0.087 0.087 0.010 0-010 DL 0.258 o.257 0.073 0.073 0.010 0.010 CDL 0.307 0.307 0.087 0.087 0.010 0.010 coL 0.258 0.257 0.073 0.073 0.010 0.010 *"11: 0.Oo/o *"Y o.o% Type NonRed Red NonRed Type NonRed Beam Number = 180 Span information (ft): l-End (10.79,29.00), Total Beam Length (ft) = 16.71 J-End (10.80,45.711 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 186/365 09/15/05 09:12:35 Loading information: LineLoads:Load Dist1 0.00 16.712 0.00 16.713 0.00 16.71 Dist DL 3.09 't.53 8.1 3 ',l .77 Lineloads: Load Dist 1 0.00 10.04 2 0.00 10.04 DL 0.309 0.309 0.087 0.087 0.o12 0.412 DL 0.014 0.014 CDL 0.309 0.309 0.087 0.087 0.012 o.o12 LL 0.000 0.000 0.233 0.233 0.000 0.000 0.0% Red% Red NonRed Type NonRed CLL 0.000 0.000 0.233 0.233 0.000 0.000 Red% Type NonRed Bearn Number = 181 Span information (ft): l-End (12.23,-3.75), J-End (19.85,-3.75) Total Beam Length (ft) = 7.62 Loading information: LineLoads: Load 1 Dist 0.00 I .Ot CDL 0.014 0.014 CLL 0.000 0.000 Beam Number = 182 Span information (ft): l-End (22,48,20.27), J-End 132.52,20.271 Total Beam Length (ft) = 10.04 Loading information: PointLoads: LL 0.000 0.000 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 CDL RedLL Red%1_53 0.88 0.01.77 1.O2 0.0 DL CDL0.004 0.0040.004 0.0040.010 0.0100.010 0.010 RedTo Type GLL NonRed 0.000 0.000 NonRed 0.000 0.000 StorLL 0.00 0.00 Red% RoofLL0.0 0.000.0 0.00 RedTo RoofLL0.0 0.000.0 0.000.0 0.000.0 0.00 Red% CLLSnow 0.88Snow 1.O2 Red% GLL Snow 0.55 Snow 0.85 Snow 0.85 Snow 0.Bo Beam Number = 183 Span information {ft): l-End (-0.33,20.27}, J-End 122.48,20.271 Total Beam Length (ft) = 22.81 Loading information: PointLoads: Dist OL CDL RedLL 6.29 1.O2 1.02 0.55 11 .12 1.49 1 .49 0.85 16.01 1.50 1 .50 0.85 20.90 1.51 1.51 0.86 Red% NonRLL 0.0 0.000.0 0.000.0 0.00 0.0 0.00 StorLL 0.00 0,00 0.00 0.00 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 187/365 09/15/05 09:12:35 LineLoads: Load 1 Dist 6.29 22.81 0.00 22.81 DL 0.004 0.004 0.014 0.014 coL 0.004 0.004 0.014 o.014 LL 0.000 0.000 0.000 0.000 Red%Type NonRed NonRed GLL 0.000 0.000 0.000 0.000 Beam Number = 184 Span information (ft): l-End (19.31,45.71), J-End (34.35,45.71) Total Beam Length (ft) = 15.04 Loading information: PointLoads: CDL RedLL Red% NonRLL1.49 0.85 0.0 0.001.52 0.86 0.0 0.001.70 0.89 0.0 0.001.37 0.77 0.0 0.00 3.61 2.A2 0.0 0.00 1.84 0.97 0.0 0.00 DL GDL LL0.004 0.004 0.0000.004 0.004 0.0000.0't4 0.014 0.0000.014 0.014 0.000 Beam Number = 1E5 Span information (ft): l-End (34.35,45.71), J-End 148.71,45.71't Total Beam Length (ft) = 14.35 Loading intormation: PointLoads:Dist DL2.85 1.632.85 3.407.85 1.417.85 3.3711.31 1.62 LineLoads:Load Dist1 11 .31 14.352 0.00 14.35 Beam Number = 186 StorLL Red% RoofLL Red% CLL0.00 0.0 0.00 Snow 0.850.00 0.0 0.00 Snow 0.86 0.00 0.0 0.00 Snow 0.89 0.00 0.0 0.00 Snow O.77 0.00 0.0 0.00 Snow 2.02 0.00 0.0 0.00 Snow 0.97 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 Dist DL3.26 1.493.26 1.527.26 1.70 7 .26 1.37'11.29 3.6113.08 1 .84 LineLoads:Load Dist1 7.26 13.082 0.00 15.04 COL RedLL Red%1.63 0.93 0.03.40 1.94 0.0 1.41 0.80 0.03.37 1.92 0.01.62 0.84 0.0 DL CDL0-004 0.0040.004 0.0040.016 0.0160.016 0.016 NonRLL StorLL Red% RooiLL0.00 0.00 0.0 0.000.00 0.00 0.0 0.000.00 0.00 0.0 0.000.00 0.00 0.0 0.000.00 0_00 0.0 0.00 LL Red% Type CLL0.000 NonRed 0.0000.000 0.0000.000 NonRed 0.0000.000 0.000 Red% CLL Snow 0.93 Snow 1-94 Snow 0.80 Snow 1.52 Snow 0.84 O Loads on Gravitv Beams JRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 188i365 09/15/05 09:12:35 Span information {ft): l-End (-0.33,29.00), J-End ('0.33,36.06) Total Beam Length (ft) = 7.06 Loading information: LineLoads: Load I 2 ? 4 Beam Number = 187 Span information (ft): I'End (-0.33,20.27), J-End (-0.33,29.00) Total Beam Length (ft) = 8.73 Loading information: PointLoads: Dist 4.44 4.44 LineLoads: Load 1 2 4 Red% NonRLL Dist 0.00 7.06 0.00 7.06 0.00 7.06 0-00 7.06 CDL 0.004 0.004 0.167 0.167 o.047 0.047 0.0't0 0.010 LL 0.000 0.000 0.000 0.000 0.126 0.126 0.000 0.000 Dist DL4.44 0.0048.73 0.0044.44 0.1678.7s 0.1674.44 0.0478.7s 0.0470.00 0.0148.73 0.014 CDL LL0.004 0.0000.004 0.0000.167 0.0000.167 0.0000.047 0.1260.047 0.1260.014 0.0000.014 0.000 Red% Type NonRed NonRed 0.0% Red NonRed 0.00 *"Y 0.0% 0.0 Type NonRed NonRed Red NonRed RoofLL Red% 0.00 Snow CLL 0.000 0,000 0.000 0.000 o.126 0.126 0.000 0.000 DL 0.004 0.004 o.'t67 0.167 0.047 0.047 0.010 0.010 CDL RedLL 0.050.00 0.00 CLL 0.000 0.000 0.000 0.000 o.126 0.126 0.000 0.000 0.004.810.0 DL 0.05 3.26 Beam Number = 188 Span information {ft): l-End (-0.33,29.00), J-End (17.61,29.00) Total Beam Length (ft) = 17.95 Loading informationl PointLoads:Dlst DL6.29 2.696.29 1.4811.12 3.4',111,12 1.4916.01 1 .50 LineLoads: CDL RedLL 2.69 1.51 1.48 0.83 3.41 1.S51.49 0.851.50 0.85 Red% NonRLL0.0 0.000.0 0.000.0 0.000.0 0.000.0 0.00 Red% RoofLL0.0 0.000.0 0.000.0 0.000.0 0.000.0 0.00 Red% CLLSnow 1.51 Snow 0.83 Snow 1.95Snow 0.85 Snow 0.85 StorLL 0.00 0.00 0.00 0.00 0.00 t Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 189/365 09/15/05 09:12:35 Beam Number = 194 Span information (ft): l-End (5.96,29.00), J-End (5.96,45.71) Total Beam Length (ft) = 't6.71 Loading information: Pointloads: Load 1 Dist 7.06 LineLoads: Load 1 z 'J 4 5 6 Oist 0.00 17.95 DL 0.019 0.0'19 CDL 0.019 0.019 CDL 0.167 0.167 o.047 0.047 0.004 0.004 0.128 D.128 0.036 0.036 o.012 0.012 Red% CDL 0.004 0.004 0.167 0.167 0.047 0.o47 0.128 0.128 0.036 0.036 0.010 0.010 LL 0.000 0.000 Red% Type NonRed CLL 0.000 0.000 CLL 0.000 0.000 o.126 0.126 0.000 0.000 0.000 0.000 0.097 0.097 0.000 0.000 CLLDL CDL RedLL Red% NonRLL StorLL 0.02 0.02 RedTo RoofLL Dist 0.00 7.06 0.00 7.06 7.06 16.71 0.00 16.71 0.00 16.71 0.00 16.71 Dist 0.00 4.44 4.44 8.73 4.44 8.73 0.00 8.73 0.00 8.73 0.00 8.73 NonRLL LL 0.000 0.000 0.000 0.000 0.126 0.126 0.000 0.000 0.097 0.097 0.000 0.000 DL 0.167 0.167 0.047 0.047 0.004 0.004 0.128 0.128 0.036 0.036 0.012 0.012 CDL RedLL 0-05 DL 0.004 0.004 0.167 0.167 0.047 0.047 0.128 0.128 0.036 U-UJO 0.010 0.010 LL 0.000 0.000 o.126 o.126 0.000 0.000 0.000 0.000 0.097 0.097 0.000 0.000 Red% 0.0% O.0o/o Red NonRed NonRed Red NonRed Type NonRed Beam Number =195 Span information (ft): l-End (5.96,20.27), J-End (5.96,29.00) Total Beam Length (ft) = 8.73 Loading information: PointLoads: Dist 4.44 LineLoads: Load 1 2 J 4 5 6 CLLDL 0.05 StorLL Red% RoofLL Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 0.0% Red 0j26 0.126NonRed 0.000 0.0000.0% Red 0.097 0.0s7NonRed 0.000 0.000 a Loads on Gravitv Beamg IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 190/365 Ag15105 09:12:35 Beam Number = 196 Span information (ft): l-End ({.33,24-711, J-End (5.96,24.71) Total Beam Length (ft) = 6.29 Loading information: LineLoads: Load 1 Beam Number = 197 Span information (ft): l-End (2.E8,36.06), J-End (5.96,36.05) Total Beam Length (ft) = 3 08 Loading information: LineLoads; Load 1 Beam Number = 198 Span information (ft): l-End (2.88,49.46), J-End (2.88,61.75) Total Beam Length (ft) = 12.29 Loading information: PointLoads: Dist DL6.56 5.37 LineLoads:Load Dist 1 0.00 12.29 Beam Number = 199 Span information (ft): l-End (2.88,36.06), J-End (2.8E,49.46) Total Beam Length (ft) = 13.40 Dist 0.00 6.29 0.00 6.29 Dist 0.00 3.08 0.00 3.08 DL 0.004 0.004 0.010 0.010 DL 0.004 0.004 0.010 0.010 CDL 0.004 0.004 0.010 0.010 LL 0.000 0.000 0.000 0.000 LL 0.000 0.000 0.000 0.000 NonRLL 8.49 LL 0.000 0.000 CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.000 CDL RedLL Red% 0.00 0.00 0.0 DL CDL0.026 0.0260.026 0.026 Red% Type NonRed NonRed Red% Type NonRed NonRed StorLL 0.00 StorLL Red% RoofuL0.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000 CDL 0.004 0.004 0.010 0.010 Redo/o GLL Snow 0.00 Loading information: PointLoads:Dist DL CDL RedLL9.65 4.60 4.60 2.47 LineLoads: Red% NonRLL0.0 0.00 Red% RooftL Red% CLL 0.0 0.00 Snow 2.47 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 191/365 09/15/05 09:12:35 Load 1 Dist 0.00 13.40 DL 0.019 0.019 CDL 0.019 0.019 LL 0.000 0.000 NonRLL 2.87 LL 0.000 0.000 NonRLL 2.88 LL 0.000 0.000 CDL RedLL Red% 0.00 0.00 0.0 DL CDL0,014 0.0140.014 0.014 StorLL Red% RoofLL 0.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000 Red% Type NonRed StorLL 0.00 Red% GLL 0.000 0.000 Beam Number = 2OO Span information (ft): l-End {-0.33,11.27), J-End (-0.33,20.27) Total Beam Length (ft) = 9.00 Loading information: PointLoads: Dist 1.94 LineLoads: Load 1 Beam Number = 2o'l Span information (ft): l-End (-0.33,-3.75), J-End (-0.33,11.27) Total Beam Length (ft) = 15.02 Loading information: Pointloads:Dist DL9.63 1.84 LineLoads:Load Dist1 0.00 't 5.02 Red% RoofLL Red% CLL0.0 0.00 Snow 0.00 Type CLLNonRed 0.000 0.000 DL 1.72 Red% CLL Snow 0.00 Dist 0.00 9.00 CDL RedLL Red%0.00 0.00 0.0 DL CDL0.022 0.0220.022 0.022 a Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 1921365 09/15/05 09:12:35 Story: 8066 Floor Type: 3rd Units: kios. ft Beam Number = 55 Span information (ft): l-End (168.70,4.94), J-End (177.83,30.041 Total Beam Length (ft) = 26 71 Loading information: PointLoads: Dist DL 6.29 6.730.00 10.96.68 2.09'13.35 2.0920.03 2.O9 LineLoads:Load Dist 1 0.00 o.zY2 0.00 6.293 6.29 26.714 6.25 26.715 0.00 26.71 Beam Number = 71 Span information (ft): l-End (177.15,1.86), J-End (186.29,26.96) Total Beam Length (ft) =26.71 Loading information: PointLoads: Dist DL CDL 1.98 '10.98 10.980.00 14.2 -0.19 6.68 2.09 2.0913.35 2.O9 2.09 20.03 2.09 2.09 LineLoads: Load Dist 1 0.00 26.712 0.00 12.963 12.96 26.714 0.oo z0.I I CDL RedLL Red%6.73 3.86 10.9-1.30 0.00 0.02.09 3.00 10.92.09 3.00 10.92.09 3.00 10.9 DL CDL0.026 0.026a.026 0.0260.007 0.0070.007 0.0070.217 0.2170.217 0.2170.062 0.0620.062 0.0620.031 0.0310.031 0.031 RedLL 8.53 0.00 3.00 3.00 3.00 DL 4.126 u. tzo 0.036 0.036 0.036 0.036 0.026 0.026 Red% 14.2 0.0 14.2 t4 -z 14.2 CDL 9.126 o.'t26 0.036 0.036 0.036 0.036 0.026 0.026 Red% RoofLL Red% 0.0 0.00 Snow 3.210.0 0.00 Snow0.0 0.00 Snow 0.0 0.00 Snow Type CLL NonRed 0.000 0.000 Red 0.020 0.020NonRed 0.000 0.000Red 0.164 0.164NonRed 0,000 0.000 Red% RoofLL0.0 0.00 D.JO0.0 0.000.0 0.000.0 0.00 Type CLL NonRed 0.000 0.000Red 0.119 0.119Red 0.095 0.095NonRed 0.000 0.000 NonRLL 0.00 0.00 0.00 0.00 0.00 LL 0.000 0.000 0.020 0.020 0.000 0.000 0.164 0.164 0.000 0.000 NonRLL 0.00 0.00 0.00 0.00 0.00 LL 0.000 0.000 0.238 0.238 0.0s5 0.095 0.000 o.000 StorLL 0.00 Snow 0.00 0.00 0.00 ^"Y 10.9% 10.gyo StorLL 0.00 Snow 0.00 0.00 0.00 *"Y 14.2o/o 14.2o/o CLL.t rl 1.50 1.50 1.50 Red% CLL Snow 6.36 Snow 1.50 Snow 1.50 Snow 1.50 O Loads on Gravity Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 193/365 09/15/05 09:12:35 Beam Number = 100 Span information (ftf : l-End (170.98,11.211, J-End (179.44,8.13) Total Beam Length (ft) = 9.00 Loading information: LineLoads:Load Dist1 0.00 ono 2 0.00 9.003 0.00 9.00 Dist 0.00 9.00 0.00 9.00 0.00 9.00 CDL LL 0.354 0.000 0.s54 0.000 0.100 0.6680.100 0.6680.010 0.0000.010 0.000 Red% Type NonRed 0.0% Red NonRed Red% Type NonRed 0.0% Red NonRed Type NonRed Red NonRed OL 0.354 0.354 0.100 0.100 0.010 0.010 DL 0.354 0.354 0.100 0.100 0.010 0.010 DL 0.354 0.354 0.100 0.100 0.010 0.010 CDL 0.354 0.354 0.100 0.'t 00 0.010 0.010 LL 0.000 0.000 0.668 0.668 0.000 0.000 CLL 0.000 0.000 0.334 0.334 0.000 0.000 CLL 0.000 0.000 0.334 0.334 0.000 0.000 CLL 0.000 0.000 0.334 0.334 0.000 0.000 Beam Number = 101 Span information (ft)r l-End (173.26,17.451, J-End 1181.72,'14.411 Total Beam Length (ft) = 9.00 Loading information: LineLoads: Load I 2 J Beam Number = 102 Span information {ft): l-End (175.55,23.761, J-End (184.00,20.681 Total Beam Length (ft) = 9.00 Loading information: LineLoads:Load Dist1 0.00 9.002 0.00 9.003 0.00 9.00 CDL LL Red%0.354 0.0000.354 0.0000.100 0.668 0.0%0.100 0.6680.010 0.0000.010 0.000 Beam Number = 136 Span information {ft): t-End (138.92,48.23}, J-End (143.11,59.751 Total Beam Length (ft) ='12.25 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 194/365 09/15/05 09:12:35 Beam Number = 137 Span information (ft): l-End (136.02,49.29), Total Beam Length (ft) = 3.08 Loading information: LineLoads: Load 1 2 Loading information; LineLoads:Load Dist1 0.00 12.252 0.00 12.253 0.00 12.254 0.00 12.25 Dist 0.00 3.08 0.00 3.08 Oist 0.00 3.79 0.00 e70 0.00 3.79 DL 0.000 0.000 0.130 0.130 0.037 0.037 0.010 0.010 CDL 0.000 0.000 0.130 0.130 0.037 0.037 0.010 0.010 LL 0.000 0.000 0.000 0.000 0.098 0.098 0.000 0.000 LL 0.000 0.000 0.000 0.000 LL 0.000 0.000 J-End (138.92,48.231 Red% Type NonRed NonRed 0.0% Red NonRed *"0_"1:TYPe NonRed NonRed Red%Type NonRed CLL 0.000 0.000 0.000 0.000 0.098 0.098 0.000 0.000 CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.160 0.160 0.000 0.000 CLL 0.000 0.000 Beam Number = 148 Span information (ft): l-End (137.62,44.671, Total Beam Length (ft) = 3.79 Loading information: LineLoads: Load I Beam Number = 150 Span information (ft): l-End (125.27,27.441, Total Beam Length (ft) = 2 62 Loading information: LineLoads: Load 1 DL 0.000 0.000 0.010 0.010 DL o.212 o.2'12 0.060 0.060 0.010 0.010 coL 0.000 0.000 0.010 0.010 CDL o.212 0.212 0.060 0.060 0.010 0.010 J-End (138.92,48.231 LL 0.000 0.000 0.160 0.160 0.000 0.000 J-End 1127.74,26.54) RedTo Type NonRed A.O% Red NonRed Dist 0.00 2.62 DL 0.000 0.000 CDL 0.000 0.000 O Loads on Gravity Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 195/365 AglS|OS 09:12:35 Load Dist2 0.00 2.62 DL 0.010 0.010 DL 0.000 0.000 0.070 o.070 o.020 o.o20 o.0't2 o.0'12 CDL 0.010 0.010 LL 0.000 0.000 CLL 0.000 0.000 Red%TYPe NonRed Red% Type NonRed NonRed O.0o/o Red NonRed Beam Number = 160 Span information (ft): l-End (119.57,11.781, J-End (125.27,27.44l. Total Beam Length (ft) = ',|6.67 Loading information: LineLoads:Load Dist 1 0.00 16.67 2 0.00 16.673 0.00 16.674 0.00 16.67 CDL 0.000 0.000 0.070 0.070 0.020 0.020 4.o12 0.o12 LL 0.000 0.000 0.000 0.000 0.052 0.052 0.000 0.000 CLL 0.000 0.000 0.000 0.000 0.052 0.052 0.000 0.000 CLL 0.000 0.000 0.306 0.306 0.000 0.000 O BeamNumber=162 Span information (ft): l-End (134.88,6.20), Total Beam Length (ft) = 16.67 J-End (140.58,21.871 Loading information: LineLoads:Load Dist1 0.00 16.672 0.00 16.673 0.00 16.67 OL 0.405 0.405 0.115 0.115 o.o12 0.012 COL RedLL5.09 1.86 DL 0.004 0.004 0.000 0.000 CDL 0.405 0.405 0.1 't 5 0.115 0.412 0.012 Red% 0.0 CDL 0.004 0.004 0.000 0.000 LL 0.000 0.000 0.306 0.306 0.000 0.000 *"Y 0.0% Type NonRed Q 6.1 NonRed Beam Number = 166 Span information (ft): l-End (156.26,'10.49), Total Beam Length (ft) = 6.41 Loading information: PointLoads: Dist DL5.44 5.09 LineLoads:Load Dist 1 5.44 5.802 5.44 6An StorLL Red% RooftL Red% CLL 0.00 0.0 0.00 Snow 4.13 Red% Type CLL NonRed 0.000 0.000NonRed 0.004 0.004 J-End (162.28,-12.68) NonRLL 4.55 LL 0.000 0.000 0.008 0.008 O Loads on Gravity Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 196/365 09/15/05 09:'12:35 Beam Number = 176 Span information (ft): l-End (186.29,26.96), J-End (197.80,22.771 Total Beam Length (ft) = 12.25 Loading information: Pointloads:Dist DL4.75 5.63 LineLoads:Load Dist1 0.00 12.252 0.00 12.25 Load 4 Dist E a,t 6.41 0.00 6.41 DL 0.004 0.004 0.022 o.022 CDL 0.004 0.004 0.022 0.o22 Red%Type NonRed NonRed CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.082 0.082 CDL RedLL Red%5.63 3.63 0.0 DL CDL0.000 0.0000.000 0.0000.022 0.022 0.022 0.022 StorlL 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 StorLL Red% RoofLL 0.00 0.0 0.000.00 0.0 0-00 Red% Type GLLNonRed 0.000 0.000 NonRed 0.000 0.000 Red% RoofLL Red% CLL0.0 0.00 Snow 3.23 LL 0.000 0.000 0.000 0.000 NonRLL 0.00 LL 0.000 0.000 0.000 0.000 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 Beam Number = 177 Span information (ft): l-End (197.80,22.771, J-End (210.48,18.15) Total Beam Length (ft) = 13.50 Loading information: PointLoads: Dist 0.50 8.50 LineLoads: Load 1 DL 7.00 7.00 CDL RedLL Red%7.00 3.96 0.07.OO 3.96 0.0 DL CDL0.000 0.0000.000 0.000o.o22 0.0220.022 0.022 Red% CLL Snow 3.96 Snow 3.96 Dist 0.00 13.50 0.00 13.50 Beam Number = 1E1 Span information (ft): l-End (218.47,0.61), J-End 1223.17,13.531 Total Beam Length (ft) = 13.75 Loading information: LineLoads:Load Dist1 0.00 13.752 0.00 13.75 DL 0.109 0.109 0.031 0.031 CDL 0.109 0.109 0.031 0.031 LL 0.000 0.000 o.o82 0.082 Red% Type NonRed 0.0% Red O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page '1971365 09/15/05 09:12:35 Load 4 Dist 0.00 13.75 0.00 13.75 Dist 0.00 3.75 0.00 3.75 DL 0.000 0.000 0.010 0.0'10 DL 0.000 0.000 0.010 0.010 CDL 0.000 0.000 0.010 0.010 LL 0.000 0.000 0.000 0.000 Red% *"Y Type NonRed NonRed Type NonRed NonRed CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.000 Beam Number = 182 Span information (ft): l-End (218.47,0.61), Total Beam Length (ft) = 3.75 Loading information: LineLoads: Load 1 z J-End (221.99,-0.67) coL 0.000 0.000 0.010 0.010 LL 0.000 0.000 0.000 0.000 Beam Number = 183 Span information (ft|: l-End (218.24,-10.99), Total Beam Length (ft) = 10.98 J-End (221.99,-0.67) Loading information: LineLoads: Load Dist 1 0.00 10.98 2 0.00 10.98 3 0.00 10.984 0.00 10.98 DL 0.209 0.209 0.059 0.059 0.000 0.000 0.010 0.0'10 CDL 0.209 0.209 0.059 0.059 0.000 0.000 0.010 0.010 LL 0.000 0.000 0.157 0.157 0.000 0.000 0.000 0.000 Red% Type NonRed 0.0% Red NonRed NonRed CLL 0.000 0.000 0.157 0.157 0.000 0.000 0.000 0.000 RedTo RoofLL 0.0 0.000.0 0.000.0 0.00 2.670.0 0.00 Beam Number = 184 Span information (ft): I'End (177.83,3.72), J-End (193.31,-1.92) Total Beam Length (ft) = 16.48 Loading information: PointLoads:Dist DL CDL RedLL4.75 5.63 5.63 4.824.75 4.43 4.43 4.24s.90 5.04 5.04 2.950.00 14.9 -0.48 0.00'12.75 7.00 7.00 3.98 LineLoads: Red% NonRLL14.9 0.0014.5 0.0014.9 0.000.0 0.00 14.9 0.00 StorLL 0.00 0.00 0.00 Snow 0.00 Red% Snow Snow Snow CLL J,4.1 2.75 z-o I Snow 3.96 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 198/365 09/15/05 09:12:35 Beam Number = 185 Span information (ft}: l-End (193.31,-1.921, J-End (204.85,'6.11) Total Beam Length (ft) = 12.27 Loading information; Pointloads:Dist DL4.27 7.006.64 5.190.00 0.0 LineLoads:Load Dist1 0.00 't2.27 Loading information: LineLoads:Load Bist1 0.00 24.732 0.o0 24.733 0.00 24.734 0.00 24.73 DL 0.209 0.209 0.059 0.059 0.000 0.000 0.022 o.02? GDL 0.209 0.209 0.059 0.059 0.000 0.000 0.o22 0.o22 LL 0.000 0.000 0.157 0.000 0.000 0.000 0.000 Load 1 Dist 0.00 16.48 DL 0.026 0.026 CDL 0.026 0.026 LL 0.000 0.000 NonRLL 0.00 0.00 0.00 LL 0.000 0.000 Red%Type NonRed Red NonRed NonRed TYPe NonRed NonRed CLL 0.000 0.000 CLL 0.000 0.000 o.157 o.157 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.000 CDL RedLL Red% 7.00 3.96 0.05.19 3.03 0.0-0.69 0.00 0.0 DL CDL 0.022 0.0220.022 0.022 Red% Type CLLNonRed 0.000 0.000 Red% Type NonRed StOTLL 0.00 0.00 Snow Red% RoofLL 0.0 0.00 0.0 0.00 2.69 Red% CLL Snow 3.96Snow 2.69 Beam Number = 197 Span information (ft): l-End (209.78,-34.221, J-End (218.24,-10.99) Total Beam Length (ft) = 24.73 0.Do/o Beam Number = 213 Span information (ft): l-End (132.02,-1.671, Total Beam Length (ft) = 8.58 Loading information: LineLoads: Load 1 J-End (1'10.08,4.601 Dist 0.00 8.58 0.00 8.58 DL 0.000 0.000 0.010 0.010 CDL 0.000 0.000 0.010 0.010 LL 0.000 0.000 0.000 0.000 Red% O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 199/365 09/15/05 09:12:35 Beam Number = 214 Span information (ft): l-End (140.08,4.60), J-End (156.26,-10.49) Total Beam Length (ft) = 17.21 Loading information: PointLoads:Dist DL CDL RedLL Red%1.O4 9.22 9.22 4.41 12.89.04 9.26 9.26 3.80 12.8 16.21 8.73 8.73 3.41 12.8 LineLoads: Load Dist DL CDL 1 0.00 0.004 0.0041.04 0.004 0.0042 0.00 0.000 0.0001.04 0.000 0.0003 0.00 0.026 0.026't7.21 0.026 0.026 NonRLL J.YZ 8.22 8.62 LL 0.000 0.000 0.008 0.008 0.000 0.000 LL 0.000 0.000 0.008 0.008 0.000 0.000 0.352 0.352 0.000 0.000 0.400 0.400 0.000 0,000 0.000 0.000 StorLL Red% RoofLL 0.00 0.0 0.000.00 0.0 0.000.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 Red% Type NonRed RedTo CLLSnow 6.37 Snow 7.91Snow 7.72 Beam Number = 2'17 Span information (ft): l-End (138.43,-12.201, J-End (149.63,18.57l' Total Beam Length (ft) = 32.75 Cantilever on left (ft) = 7.71 Loading information: PointLoads: Dist 0.00 LineLoads: Load 1 2 ? 4 t 8 StorLL Red% RoofLL Red% 0.00 0.0 0.00 Snow CLL 0.11 DL 0 .11 CDL RedLL0.11 0.00 DL 0.004 0.004 0.000 0.000 0.467 o.467 0.132 0.132 0.080 0.080 0.a20 o.a20 0.030 0.030 0.030 0.030 Redo/o NonRLL0.0 0.22 Oist 0.00 7.71 0.00 7.71 7.7'l 32.75 7.71 32.75 0.00 7.71 0.00 7.71 0.00 7.71 7.71 3Z.IC CDL 0.004 0.004 0.000 0.000 4.467 0.467 0.132 0.'t32 0.080 0.080 0.020 0.020 0.030 0.030 0.030 0.030 3.6Yo NonRed NonRed Red NonRed NonRed NonRed NonRed GLL 0.000 0.000 0.004 0.004 0,000 0.000 0.352 0.352 0.000 0.000 0.200 0.200 0.000 0.000 0.000 0.000o Beam Number =218 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 200/365 09/15/05 09:12:35 Span information (ft): l-End (151.74,-19.97), J-End (163.88,13.391 Total Beam Length (ft) = 35.50 Cantilever on left (ft) = 10.46 Loading information: PointLoadsi Dist 0.00 0.00 LineLoads: Load I 2 .) 4 6 8 9 10 Red% CLL Snow 0.06 Snow 0.07 OL 0.07 0.08 CDL RedLL Red% NonRLL o.07 0.00 0.0 0. 1 1 0.08 0.00 0.0 0.14 DL CDL LL0.000 0.000 0.0000.072 0.a72 0.0000.000 0.000 0.0000.018 0.018 0.358Q.072 0.072 0.000o.o72 0.072 0.0000.018 0.018 0.358 0.018 0.018 0.3580.361 0.361 0.000 0.360 0.360 0.000 0.102 0j02 0.27? 0102 0j02 0.272 0.064 0.064 0.0000.064 0.064 0.0000.016 0.016 0.3220.016 0.016 0.3220.026 0.026 0.0000.026 0.026 0.0000.026 0.026 0.0000.026 0.026 0.000 GDL RedLL0.08 0,000.09 0.00 DL 0.000 0.080 0.000 0.o20 0.080 0.080 0.020 0.020 CDL 0.000 0.080 0.000 0.020 0.080 0.080 0.020 0.020 NonRLL 0.13 0.19 LL 0.000 0.000 0.000 0.400 0.000 0.000 0.400 0.400 StorLL 0.00 0.00 Red% RootLL0.0 0.000.0 0.00 Red% Type CLL NonRed 0.000 0.000NonRed 0.000 0.179NonRed 0.000 0.000NonRed 0.175 o.179NonRed 0.000 0.000 0.0% Red 0.272 o.272NonRed 0.000 0.000NonRed 0.161 0.161NonRed 0.000 0.000NonRed 0.000 0.000 StorLL 0.00 0.00 Red% RoofLL0.0 0.000.0 0.00 Beam Number = 2'19 Span information (ft): l-End (145.46,-16.251, J-End {157.15,15.84} Total Beam Length (ft) = 34.15 Cantilever on left (ft) = 9.11 Loading information: PointLoads: Dist 0.00 0.00 LineLoads: Load 1 2 4 Red% CLLSnow 0.06Snow 0.10 Red% 0.0 0.0 DL 0.08 0.09 Dist 0.00 1.35 0.00 1.35 1.35 10.46 1.35 10.46 10.46 35.50 10.46 35.50 0.00 10.46 0.00 10.46 0.00 10.46 10.46 35.50 Dist 0.00 1,40 0.00 1.40 1.40 9.11 1.40 9.11 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.200NonRed 0.000 0.000NonRed 0.200 0.200 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 201/365 09/15/05 09:12:35 Load 3 Dist 9.'t 1 34.15 9.1 1 34.15 0.00 9.11 0.00 9.11 0.00 9.11 9.11 34.15 Dist 0.00 1.04 0.00 1.O4 1.O4 1 1.50 1.04 1 1.50 11.50 36.54 'r 1.50 36.54 0.00 11.50 0.00 11.50 0.00 11.50 11.50 36.54 LL 0.000 0.000 0.303 0.303 0.000 0.000 0.358 0.358 0.000 0.000 0.000 0.000 DL 0.402 o.402 0.114 0.114 0.o72 0.o72 0.018 0.018 0.026 0.026 0.026 0.026 GDL 0.402 0.402 0.114 0.114 0.072 0.072 0.01B 0.018 0.026 0.026 0.026 0.026 GDL RedLL Red%0.06 0.00 0.0 DL CDL0.000 0.0000.064 0.0640.000 0.0000.016 0.016 0.064 0.0640.064 0.0640.016 0.0160.016 0.0160.196 0.1960.196 0.1960.056 0.0560.056 0.0560.004 0.0040.004 0.0040.000 0.0000.000 0.000 0.026 0.026 0,026 0.026 0.026 0.026 0.026 0.026 Red% Type NonRed 0.0% Red NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.303 0.303 0.000 0.000 o.179 0.179 0.000 0.000 0.000 0.000 Red% RoofLL0.0 0.00 10 Beam Number=222 Span information (ft); l-End (157.44,-23.16), Total Beam Length (ft) = 36.54 Cantilever on left (ft) = 1 1 .50 Loading informationr Pointloads: Dist 0.00 LineLoads: Load 1 2 n 5 6 -, I I 10 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.161 NonRed 0.000 0.000NonRed 0.161 0.161NonRed 0-000 0.000O.0Vo Red 0148 0.148NonRed 0.000 0.000NonRed 0.004 0.004 NonRed 0.000 0.000NonRed 0.000 0.000 J-End {169.91,11.'l9l Red% GLLSnow 0.04 DL 0.06 NonRLL 0.08 LL 0.000 0.000 0.000 v-5tz 0.000 0.000 o.322 0.322 0.000 0.000 0.148 o.148 0.000 0.000 0.008 0.008 0.000 0.000 0.000 0.000 StorLL 0,00 Beam Number = 223 Span information (ft): l-End (138.43,-12.2A\ J-End (145.46,-16.25) Total Beam Length (ft) = 8.12 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2021365 09115105 09:12:35 Loading information: LineLoads: Load 1 2 J 4 Dist 0.00 8.12 0.00 8.12 0.00 8.12 0.00 8.12 0.00 8.12 Dist 0.00 7.29 0.00 7.29 0.00 7.29 0.00 7.29 0.00 7.29 DL 0.014 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 DL 0.013 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 GDL 0.014 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 coL 0.013 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.0't 0 0.010 LL 0.000 0.000 0.069 0.000 0.000 0.000 0.008 0.008 0.000 0.000 LL 0.000 0.000 0.066 0.000 0.000 0.000 0.008 0.008 0.000 0.000 Red% Red% Type NonRed NonRed NonRed NonRed NonRed Type NonRed NonRed NonRed NonRed NonRed TyPe NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 n n?6 0.000 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.000 0.000 0.033 0.000 0.000 0.000 0.004 0.004 0.000 0.000 CLL 0.000 0.000 0.026 0.000 0.000 0.000 0.004 0.004 0.000 0.000 Beam Number = 224 Span information (ft): l-End (145.46,-16.251, Total Beam Length (ft) = 7.29 Loading information: LineLoads: Load 4 2 4 Dist 0.00 0.00 o.cJ 0.00 6.53 0.00 6.53 0.00 b.f,J DL 0.010 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 J-End (151.74,-19.97) Beam Number =225 Span information (ft): l-End 1151.74,-19.97), Total Beam Length (ft) = 6.53 Loading information: LineLoads: Load 1 2 4 J-End (157.44,-23.161 CDL 0.010 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 LL 0.000 0.000 0.051 0.000 0.000 0.000 0.008 0.008 0.000 0.000 Red% O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 203/365 09/15/05 09:12:35 Beam Number = 234 Span information (ft): l-End (145.07,20.23r, J-End (160.02,'l4.7Sl Total Beam Length (ft) = 15.91 Loading information: PointLoadsi Dist DL CDL3.23 12.65 5.970.00 19.8 -0.07 4.85 7.69 7.690.00 19.8 -0.55 11.23 5.72 5.7212.85 6.39 6.390.00 19.8 -1.28 LineLoads: Load Dist 1 0.00 15.91 Beam Number = 235 Span information (ft): l-End (160.02,14.791, J-End (170.85,10.85) Total Beam Length (ft) = 11.53 Loading information: Pointloads: Oist DL CDL RedLL3.32 5.79 5.79 3.314.11 5.64 5.64 3.400.00 2.5 -1 .49 0.0010.53 3.18 3.18 1 .860.00 2.5 -0.84 0.00 LineLoads: Load Dist DL1 0.00 0.02611.52 0.026 Beam Number = 238 Span information {ft): l-End (169.95,49.98), J-End (183.32,45.11) Total Beam Length (ft) = 14.23 Loading information: PointLoads: Dist 6.02 LineLoads: Load 1 StorLL Red% RoofLL Red% CLL0.00 0.0 0.00 Snow 2.60 Red% Type NonRed RedLL 3.27 0.00 4.41 0.00 3.27 3.80 0.00 DL 0.026 0.026 CLL 0.000 0.000 CDL D.026 0.026 Red% NonRLL 19.8 11.310.0 0.0019.8 0.000.0 0.0019.8 0.0019.8 0.000-0 0.00 LL 0.000 0.000 Red% RoofLL Red% CLL0.0 0.00 Snow 3.27 3.270.0 0.00 Snow 4.14 4.140.0 0.00 Snow 3.270.0 0.00 Snow 3.16 3.16 StorLL 0.00 Snow 0.00 Snow 0.00 0.00 Snow Red%TYPe NonRed Redo/o 2.5t4 0.0 ,4 0.0 CDL 0.026 0.026 NonRLL 0.00 0.00 0.00 0.00 0.00 LL 0.000 0.000 StorLL 0.00 0.00 Snow 0.00 Snow Redo/o Red% RoofLL0.0 0.000.0 0.00 z.Do 0.0 0.00 1.44 Red% CLL Snow 3.3'1Snow 2.66 1.44 Type CLL NonRed 0.000 0.000 CLL 0.000 0.000 DL CDL4.53 4.53 Dist 0.00 14.23 RedLL 2.60 DL 0.000 0.000 Red% 0.0 CDL 0.000 0.000 NonRLL 0.00 LL 0.000 0.000 O Loads on Gravitv Beams IMM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2041365 09i15/05 09:12:35 Loading information: Pointloads! Dist DL6.02 4.536.02 5.79 LineLoads: Load Dist 1 0.00 14.23 Loading information: PointLoads: Dist OL CDL4.4A 4.48 4.484.40 12.43 5.970.00 12.9 -0.07 12.40 4.48 4.48 12.40 5.72 5.72 LineLoadslLoad Dist1 0.00 14.37 DL CDL0.019 0.019 0.019 0.01 I StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.00 Red% Type NonRed Red% Type NonRed StorLL Red%0.00 0.00.00 0.0 Snow 3.270.00 0.00.00 0.0 Red% Type NonRed Load Dist2 0.00 14.23 DL 0.014 0.014 CDL 0.014 0.014 LL 0.000 0.000 NonRLL 0.00 0.00 LL 0.000 0.000 CLL 0.000 0.000 Beam Number = 239 Span information (ft): l-End (164.46,34.90), J-End (177-83.30.04) Total Beam Length (ft) ='14.23 Red% CLLSnow 2.60Snow 3.31 Red% 0.0 0.0 CDL 4.53 470 CLL 0.000 0.000 RedLL 2.60 J.J I Beam Number = 240 Span information (ft): l-End (f 50.95,39.82), J-End (164.46,34.90) Total Beam Length (ft) = 14.37 RedLL Red% NonRLL 2.57 12.9 0.00 3.27 12.9 10.94 0.00 0.0 0.00 2.57 '12.9 0.003.27 12.5 0.00 RootLL 0-00 0.00 0.00 0.00 Red% Snow Snow Snow Snow CLL 2.57 3.27 2-57 3.27 DL 0.026 0.026 CDL 0.026 0.026 CLL 0.000 0.000 LL 0.000 0.000 Beam Number = 242 Span information (ft): l-End (134.72,45.73), J-End (150.95,39.82) Total Beam Length (ft) = 17.27 Loading information: PointLoads: Dist DL CDL RedLL3.08 0.53 0.53 0.308.00 3.00 3.00 1.708.00 4.89 4.89 2.79 13.67 3.84 3.84 2.19 13.67 S.53 5.16 2.79 0.00 7.1 -0.05 0.00 Red% NonRLL 7.1 0.007.1 0.007.1 0.00 7.1 0.00 7.1 7.40 0.0 0.00 StorLL 0.00 0.00 0.00 0.00 0.00 Snow Red% RooftL Red% CLL 0.0 0.00 Snow 0.30 0.0 0.00 Snow 1.70 0.0 0.00 Snow 2.790.0 0.00 Snow 2.150.0 0.00 Snow 2.75 2.79 RAM Manager v9.0 Redwine Engrneers Inc. DataBase: WESTHAVEN Building Code: IBC Page 205/365 09/15/05 09:12:35 LineLoads: Load Dist't 0.00 17.27 DL 0.026 0.026 CDL 0.026 0.026 LL 0.000 0.000 LL 0.000 0.000 Red%Type NonRed GLL 0.000 0.000 Beam Number = 243 Span information (ft): l-End (210.48,18.15), J-End 1223.17,13.53) Total Beam Length (ft) = 13.50 Loading information: PointLoads:Dist DL3.00 6.329.38 5.00 LineLoads:Load Dist1 0.00 13.502 0.00 13.50 CDL RedLL Red%6.32 3.55 0.0 5.00 2.78 0.0 DL CDL0.000 0.0000.000 0.0000.022 0.0220.022 0.022 StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 NonRLL 0,00 0.00 LL 0.000 0.000 0.000 0.000 NonRLL 0.00 0.00 7.66 0.00 0.00 LL 0.000 0.000 Red% CLL Snow 3.55 Snow 2.78 Red% CLLSnow 2.79Snow 2.28Snow 2.79 Snow 2.55 Beam Number = 244 Span information (ft): l-End 1127 .7 4,26.54), J -End ({45.07,20.23l, Total Beam Length (ft) = 18.44 Loading information: PointLoads:Dist DL CDL 8.00 4-89 4.89 8.00 3.99 3.9913.67 9.68 5.160.00 9.2 -0.051s.67 4.43 4.43 LineLoads: Load Oist 1 0.00 18.44 RedLL Red%2.79 9.22-28 9.22.79 9.20.00 0.02.55 9.2 StorLL 0.00 0.00 0.00 Snow 0.00 RedTo Type CLLNonRed 0.000 0.000 Red% RoofLL0.0 0.000.0 0.000.0 0.00 2.790.0 0.00 CLL 0.000 0.000 DL 0.026 0.026 CDL 0.026 0.026 Beam Number = 257 Span information (ft): l-End (204.85,-6.11), Total Beam Length (ft) = 6.38 Loading information: LineLoads: Load 1 J-End (210.84,.8.29) Dist 0.00 DL 0.010 0.010 CDL 0.010 0.010 Red% Type NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 206/365 09/15/05 09:12:35 Beam Number = 258 Span information (ft): l-End (210.84,-8.29), J-End (218.24,-10.99) Total Beam Length (ft) = 7.87 Loading information: LineLoads: Load 1 Dist 0.00 7.87 Beam Number = 259 Span information (ft): l-End (210.84,-8.29), J-End (219.30,14.941 Total Beam Length (ft) = 24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 z+. L) 3 0.00 10.984 0.00 10.985 10.98 24.736 10.98 24.737 0.00 24.73 CDL LL 0.169 0.000 0.169 0.0000.048 0.128o.o48 0.1280.209 0.0000.209 0.0000.059 0.1570.059 0.1570.109 0.0000.109 0.0000.031 0.0820.031 0.0820.022 0.0000.022 0.000 CDL 0.378 0.378 0.107 0.107 0.o22 0.022 LL 0.000 0.000 o.285 0.285 0.000 0.000 Red% Type NonRed Red% Type NonRed 0.0% Red NonRed O.0o/o Red NonRed 0.0% Red NonRed *"11: 0.0% Type NonRed Recl NonRed DL 0.010 0.010 DL 0.169 0.169 0.048 0.048 0.209 0.209 0.059 0.059 0.109 0.109 0.031 0.031 0.o22 0.o22 DL 0.378 0.378 0.107 0.107 0.022 0.022 CDL 0.010 0.010 LL 0.000 0.000 CLL 0.000 0.000 Beam Number =263 Span information {ft): l-End (202.38,-31.53), J-End (210.84,-8.29) Total Beam Length (ft) = 24.73 GLL 0.000 0.000 0.128 0.128 0.000 0.000 0.157 o.157 0.000 0.000 0.082 0.o82 0.000 0.000 CLL 0.000 0.000 0.285 0.285 0.000 0.000 Loading information: LineLoads:Load Dist1 0.00 24.73 -, 2 0.oo - 24.73v 3 o.oo 24.73 RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 2071365 09/15/05 09:12:35 Beam Number = 265 Span information (ft): l-End (196.39,-29.35), J-End {204.85,-6.11) Total Beam Length (ft) = 24.73 Beam Number = 268 Span information (ftf: l-End (204.85,-6.11), J-End (213.30,17.121 Total Beam Length (ft) =24.73 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 Loading information: LineLoads:Load Bist1 0.00 24.732 0.00 24.733 0.00 24.73 Loading information: LineLoads: Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 CDL LL0.320 0.0000.318 0.0000.090 0.2410.0s0 0.2400.022 0.0000.022 0.000 Red% Type NonRed O.Oo/o Red NonRed Type NonRed Red NonRed TYPe NonRed Red NonRed DL 0.320 0.318 0.090 0.090 0.022 0.022 DL 0.381 0.38't 0.108 0.108 0.022 0.o22 DL 0.424 0.424 0.120 0.120 o.o22 0.022 CLL 0.000 0.000 0.241 o.240 0.000 0.000 CLL 0.000 0,000 4.287 o.287 0.000 0.000 CLL 0.000 0.000 0.320 0.320 0.000 0.000 Beam Number = 269 Span information (ft): l-End (197.33,-3.38), J-End (205.79,19.86) Total Beam Length (ft) = 24.73 CDL LL RedYo0.381 0.0000.381 0.0000.108 0.287 0.0%0.108 0.2870.022 0.000o.o22 0.000 CDL LL Red%0.424 0.0000.424 0.0000.120 0.320 0.0%0.120 0.3200.022 0.000o.o22 0.000 Beam Number = 270 Span information (ft): l-End (189.81,-0.64), J-End (198.27,22.601 Total Beam Length (ft) = 24.73 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 208/365 09/15/05 09:12:35 Loading information: LineLoads:Load Dist1 0.00 24.732 0.00 10.983 0.00 10.984 10.98 24.735 0.00 24.73 6 0.00 24.73 DL o.424 o.424 0.059 0.059 0.001 0.001 0.060 0.060 0.060 0.060 0.022 o.o22 CDL o.424 0.424 0.059 0.059 0.001 0.001 0.060 0.060 0.060 0.060 0.o22 0.o22 LL 0.000 0.000 0.158 0.158 0.005 0.005 0.160 0.160 0.160 0.160 0.000 0.000 *"Y 0.0% 0.0o/o 0.0o/o 0.0% Type NonRed Red Red Red P a.l NonRed Type NonRed Red Red Red NonRed CLL 0.000 0.000 0.158 0.158 0.003 0.003 0.160 0.160 0.160 0.160 0.000 0.000 GLL 0.000 0.000 0.163 0.163 0.255 0.255 0.125 oj25 0.000 0.000 CLL 0.000 0.000 0.198 0.198 0.161 0.161 0.069 0.069 0.000 Beam Number = 271 Span information (ft): l-End (182.29,2.10), Total Beam Length (ft) = 24.73 J-End (190.75,25.33) Loading information: LineLoads: Load Dist 1 0.00 24.732 0.00 10.983 10.98 24.734 0.00 10.985 0.00 z+. L) DL 0.338 0.338 0.049 0.049 0.096 0,096 o.047 o.047 0.022 0.022 CDL 0.338 0.338 0.049 0.04s 0.096 0.096 0.o47 0.o47 0.022 0.022 LL 0.000 0.000 0.326 0.326 0.255 0.255 n 4tq 0.125 0.000 0.000 *"Y 0.0% O.OVo 0.0% Beam Number = 272 Span information (ft): l-End (173.84,-21.141, Total Beam Length (ft) = 24.73 J-End {182.29,2.10) Loading information: LineLoads:Load Dist 1 0.00 24.73 2 0.00 12.373 12.38 24.734 12.38 24.735 0.00 DL o.262 0.262 0.074 0.o74 0.048 0.048 0.026 0.026 0.022 CDL 0.262 0.26? 0.074 0.074 0.048 0.048 0.026 0.026 0.022 LL 0.000 0.000 0.198 0.1s8 0.323 o.323 0.069 0.069 0.000 *"Y 0.0% 0.0% 0.Oo/o Type NonRed Red Red Red NonRed a Loads on Gravity Beams I RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 209/365 09115105 09:12:35 Load Dist 24.73 Loading information: LineLoads:Load Dist1 0.00 20-422 0.00 20.423 0.00 20.42 Loading information: LineLoads: Load Dist 1 0.00 16.042 0.00 16.043 0.00 16.04 Dist 0.00 16.67 0.00 16.67 0.00 16.67 CDL LL0.362 0.0000.362 0.0000.103 0.273 0.103 0.2730.014 0.000 0.014 0.000 CDL 0.362 0.362 0.103 0.103 0.014 0.014 LL 0.000 0.000 o.27s o.273 0.000 0.000 CDL LL Red% 0.280 0.000 0.280 0.000 0.079 0.212 0.0o/o 0.079 0.212 0.014 0.000 0.014 0.000 Red% Type NonRed O.Oo/o Red NonRed Type NonRed Red NonRed Red% Type NonRed 0.0% Red NonRed DL o.022 DL 0.362 0.362 0.'t 03 0.103 0.014 0.014 DL 0.280 0.280 0.079 0.079 0.014 0.014 DL 0.362 U.JOZ 0.103 0.103 0.014 0.014 CDL v-vzt LL 0.000 CLL 0.000 Beam Number = 273 Span information (ft): l-End (135.26,23.80), J-End (142.24,42.99) Total Beam Length (ft) = 20.42 Beam Number=274 Span information (ft): l-End (142.24,42.991, J-End (147.7 3,58.06) Total Beam Length (ft) = 16.04 CLL 0.000 0.000 0.273 o.273 0.000 0.000 CLL 0.000 0.000 o.212 0.212 0.000 0.000 CLL 0.000 0.000 0.273 0.273 0.000 0.000 Beam Number = 275 Span information (ft): l-End (129.56,8.14), J-End (135.26,23.80) Total Beam Length (ft) = 16.67 Loading information: LineLoads: Load 1 2 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2101365 09/15/05 09:12:35 Beam Number = 276 Span information (ft): l-End (140.58,21.871, J-End (147.57,41.05) Total Beam Length (ft) =20.42 Loading information: PointLoads:Dist DL CDL10.04 8.99 0.100.00 0.0 -0.10 LineLoads:Load Dist 1 0.00 20.422 0.00 20.423 0.00 20,42 Red% CLLSnow 0.00 StorLL 0.00 Snow RedLL 0.00 0.00 Red% NonRLL0.0 15.050.0 0.00 CDL LL 0.362 0.000 0.362 0.0000.103 0.273 0.103 0.273 0.036 0.0000.036 0.000 Red% RooftL0.0 0.00 0.00 Red% Type CLLNonRed 0.000 0.0000.0% Red 0.273 0 273NonRed 0.000 0.000 DL 0.362 0.362 0.103 0.103 0.036 0.036 Beam Number = 277 Span information (ft): l-End (147.57,41.05), J-End (153.05,56.13) Total Beam Length (ft) = 16.04 Loading information: LineLoads:Load Dist 1 0.00 16.042 0.00 16.043 0.00 16.04 DL U.JOZ 0.362 0.103 0.103 0.o14 0.014 CDL 0.362 0.362 0.103 0.103 o.014 0.014 LL 0.000 0.000 o.273 V.ZI J 0.000 0.000 CLL 0.000 0.000 o.273 0.273 0.000 0.000 RoofLL 0.00 CLL 0.000 0,000 0.320 0.320 0.000 0.000 Red% Type NonRed 0.0% Red NonRed RedTo Type NonRed O.OYo Red NonRed Beam Number = 278 Span information (ft); l-End {148.10,19.13), J-End (155.08,38.32) Total Beam Length (ft) = 20.42 Loading information: PointLoads:Dist DL 10.04 13.23 0.00 0.0 LineLoads: Load Dist 1 0.00 20.422 0.00 20.423 0.00 20.42 CDL RedLL0.10 0.00-0.14 0.00 DL o.424 o.424 0.120 o.120 0.036 0.036 coL 0.424 0.424 0.120 0.120 0.036 0.036 NonRLL 22.25 0.00 LL 0.000 0.000 0.320 \J.CZU 0.000 0.000 Red% Snow StorLL Red%0.00 0.0Snow 0.00 Red% 0.0 0.0 CLL 0.00 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 2111365 09/15105 09:12:35 Beam Number = 279 Span information {ft): l-End (155.62,16.39), J-End (162.60,35.58) Total Beam Length (ft) =20.42 Beam Number = 280 Span information (ft): l-End (163.14,13.66), J-End 1170.12,32.841 Total Beam Length (ft) = 2O.42 Loading information: LineLoads:Load Dist1 0.00 20.422 0.00 20.423 0,00 20.42 Loading information: LineLoads:Load Dist1 0.00 20.42 2 0.o0 20.423 0.00 20.42 Loading information: LineLoads:Load Dist1 0.00 16.042 0.00 16.043 0.00 16.04 CDL LL0.424 0.0000.424 0.0000.120 0.3200.120 0.3200.016 0.0000.016 0.000 CDL 0.429 0.429 0.122 0.122 0.016 0.016 LL 0.000 0.000 0.324 o.324 0.000 0.000 CDL LL0.424 0.0000.424 0.0000.120 0.3200.120 0.3200.014 0.0000.014 0.000 Red% Type NonRed 0.0% Red NonRed Red% Type NonRed 0.0o/o Red NonRed Redo/o Type NonRed 0.0% Red NonRed DL o.424 0.424 0.120 0.120 0.016 0.016 DL 0.429 0.429 0.122 0.122 0.016 0.016 DL 0.424 0.424 0.120 0.120 0.014 0.014 CLL 0.000 0.000 0.320 0.320 0.000 0.000 CLL 0.000 0.000 0.324 0.324 0.000 0.000 CLL 0.000 0.000 0.320 o.320 0.000 0.000 Beam Number = 281 Span information {ft): l-End (155.08,38.32), J-End ({60.57,53.39} Total Beam Length (ft) = 16.04 Beam Number=282 Span information (ft): l-End (162.60,35.58), J-End (168.09,50.65) Total Beam Length (ft) = 16.04 O Loads on Gravitv Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 2121365 09/15/05 09:12:35 Loading information: LineLoads:Load Dist1 0.00 16.042 0.00 16.043 0.00 16.O4 Dist 0.00 6.70 0.00 o./u 0.00 6.70 0.00 6.70 0.00 6.70 DL 0.429 0.429 0.122 oj22 o.014 o.014 DL 0.013 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 CDL 0.429 o.429 o.122 o.122 0.014 o.014 CDL 0.013 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 LL 0.000 0.000 o.324 o.324 0.000 0.000 LL 0.000 0.000 0.063 0.000 0.000 0.000 0.008 0.008 0.000 0.000 Redo/o Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.320 0.320 0.000 0.000 CLL 0.000 0.000 o.324 o.324 0.000 0.000 GLL 0.000 0.000 0.031 0.000 0.000 0.000 0.004 0.004 0.000 0.000 DL o.424 o.424 0.120 0.120 0.014 D.O14 CDL 0.424 0.424 0.120 0.120 0.014 0.014 LL 0.000 0.000 0.320 0.320 0.000 0.000 Red% Type NonRed 0.0% Red NonRed Beam Number = 283 Span information (ft): l-End (170.12,32.84t, Total Beam Length (ft) = 16.04 J-End (175.61,47.521 Loading information: LineLoads:Load Dist1 0.00 16.042 0.00 .t 6.043 0.00 16.04 Red% Type NonRed 0.0% Red NonRed Beam Number = 287 Span information (ft): l-End (175.96,-30.34), Total Beam Length (ft) = 6.71 Loading information: LineLoads: Load 1 )t J-End (181.71,-33.79) O BeamNumber=2ll Span information (ft): l-End (181.71,-33.79), Total Beam Length (ft) = 6.66 J-End (187.49,-37.11) RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 213/365 09/15/05 09:12:35 Loading information; LineLoads: Load 1 Dist 0.00 6.66 0.00 6.66 0.00 6.66 0.00 o.ob 0.00 6.66 DL 0.011 0.000 0.003 o.000 0.004 0.004 0.000 0.000 0.010 0.010 CDL 0.011 0.000 0.003 0.000 0.004 0.004 0.000 0.000 0.010 0.010 LL 0.000 0.000 0.056 0.000 0.000 0.000 0.008 0.008 0.000 0.000 Red%Type NonRed NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.028 0.000 0.000 0.000 0.004 0.004 0.000 0.000 Beam Number = 289 Span information (ft): l-End (143.11,59.75), J-End (159.7S,53.67) Total Beam Length (ft) = 17.75 Loading information: Pointloads: Dist DL4.92 3.00 10.58 3.84 3.00 4.16 10.96 5.52 LineLoads: Load Dist1 0.00 17.75 2 0.00 17.75 Beam Number = 290 Span information (ft): l-End (159.79,53.67), J-End (169.95,49.98) Total Beam Length (ft) = 10.81 Loading information: PointLoads: StorLL Red% RoofLL Red% CLL0.00 0.0 0.00 Snow 1.7O0.00 0.0 0.00 Snow 2.190.00 0.0 0.00 Snow 0.000.00 0.0 0.00 Snow 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 StorLL Red% RoofLL Red% 0.00 0.0 0.00 Snow 0.00 0.0 0.00 Snow Red% Type CLLNonRed 0.000 0.000 NonRed 0.000 0.000 GDL RedLL Red% 3.00 1.70 0.0 3.84 2j9 0.0 0.00 0.00 0.00.00 0.00 0.0 DL CDL0.000 0.000 0.000 0.000 0.022 0.022 o.o22 0.022 NonRLL 000 0.00 7.48 10.05 LL 0.000 0.000 0.000 0.000 Dist DL0.83 4.488.83 4.48 LineLoads:Load Dist1 0.00 10.812 0.00 10.81 CDL RedLL Red% 4.48 2.57 0.0 4.48 2.57 0.0 DL CDL0.000 0.0000.000 0.0000.014 0.0140.014 0.014 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 CLL 2.57 2.57 RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 2141365 09/15/05 09:12:35 Beam Number =292 Span information (ft): l-End (206.25,-32.94), J-End (209.7E,-34.221 Total Beam Length (ft) = 3.75 Loading informationl LineLoads:Load Dist1 0.00 a7R 2 0.00 3.75 DL 0.000 0.000 0.010 0.010 CDL RedLL 6.78 3.70-0.01 0.00 Beam Number = 293 Span information (ft): l-End (131.17,35.97), J-End (136.02,49.251 Total Beam Length (ft) = 14.17 Loading information: PointLoads: Dist 10.38 0.00 LineLoads: Load 1 2 4 6 Red% CLLSnow 3.70 DL | .ov 0.0 CDL LL Red%0.000 0.0000.000 0.0000.010 0.0000.010 0.000 Red% NonRLL0.0 1.540.0 0.00 CLL 0.000 0.000 0.000 0.000 StorLL Red% RoofLL 0.00 0.0 0.00Snow 3.70 Red% Type GLL NonRed 0.000 0.000NonRed 0.000 0.0000.0% Red 0.160 0..t 60NonRed 0.000 0.000 0.0% Red 0.062 0.062 NonRed 0.000 0.000 GOL 0.000 0.000 0.212 0.212 0.060 0.060 0.082 0.082 0.023 0.023 0.026 0.026 CDL 0.000 0.000 a.212 o.212 0.060 0.060 LL 0.000 0.000 0.000 0.000 0.160 0.160 *"Y 0.0% Type NonRed NonRed Type NonRed NonRed Red CLL 0-000 0.000 0.000 0.000 0.160 0.160 Beam Number = 294 Span information (ft): l-End (127.74,26-541, Total Beam Length (ft) = 10.04 Loading information: LineLoads: Load I 2 Oist DL0.00 0.00014.17 0.0000.00 0.212't0.38 0.2120.00 0.06010.38 0.06010.38 0.08214.17 0.08210.38 0.02314.17 0.0230.00 0.02614.17 0_026 Dist 0.00 10.03 0.00 10.03 0.00 10.03 DL 0.000 0.000 0.212 o.2't2 0.060 0.060 LL 0.000 0.000 0.000 0.000 0.160 0.160 0.000 0.000 0.062 0.062 0.000 0.000 J-End (131.17,35.97) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2151365 09115105 09:12:35 Beam Number = 296 Span information (ft): l-End (144.02.31.30), J-End (151.53,28.56) Total Beam Length (ft) = 8.00 Load 4 Dist 0.00 10.03 DL 0.010 0.010 GDL 0.010 0.010 LL 0.000 0.000 Red% StorLL 0.00 Snow Red% Type NonRed CLL 0.000 0.000 Loading information: PointLoads:Dist DL4.77 22.410.00 0.0 LineLoads:Load Dist1 0.00 8.00 CDL RedLL Red% NonRLL0.00 0.00 0.0 37.31-0.24 0.00 0.0 0.00 DL CDL LL0.026 0.026 0.0000.026 0.026 0.000 Red% RoofLL0.0 0.00 0.00 Type CLLNonRed 0.000 0.000 Red% CLLSnow 0.00 RedTo CLLSnow 3.52 Beam Number = 297 Span information (ft): l-End (199.92,-30.63), J-End (206.25,-32.541 Total Beam Length (ft) = 6.74 Loading information: PointLoads:Dist DL 2.62 6.26 LineLoadslLoad Dist 1 0.00 6.742 0.00 6.74 CDL RedLL Red% NonRLL 6.26 3.52 0.0 0.00 DL CDL LL 0.000 0.000 0.0000.000 0.000 0.000o.o22 0.022 0.000 o.o22 0.022 0.000 StorLL Red% RoofLL0.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 StorLL 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 Beam Number = 302 Span information (ft): l-End (169.37,-19.521, J-End (177.89,-22.621 Total Beam Length (ft) = 9.06 Loading information: PointLoads: Dist DL 4.75 4.43 LineLoads:Load Dist1 0.00 b./J2 6.73 9.06 CDL RedLL Red% 4.43 3.04 0.0 DL CDL0.000 0.0000.000 0.0000.004 0.0040.004 0.004 NonRLL 0.00 LL 0.000 0.000 0.000 0.000 Red% RoofLL Red% CLL 0.0 0.00 Snow 2.55 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2161365 09/15/05 09:12:35 Beam Number = 303 Span information {ft): l-End {177.89,-22.621, Total Beam Length (ft) = 14.83 Loading information: PointLoads: Dist 0.83 7.42 14.00 LineLoads: Load 1 Beam Number = 304 Span information {ft): l-End (191.83,-27.69), Total Beam Length 1ft; = 6.61 Loading information: PointLoadsi Dist 4.85 LineLoads: Load 1 StorLL Red% RoofLL Red% CLL0.00 0.0 0.00 Snow 4.560.00 0.0 0.00 Snow 6.880.00 0.0 0.00 Snow 5.07 Red% Type CLLNonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000NonRed 0.004 0.004NonRed 0.000 0.000 Load o 4 Dist b.i.J 9.06 0.00 9.06 DL 6.32 7.98 6.82 Dist 0.00 0.83 0.00 0.83 14.00 14.83 14.00 14.83 0.00 14.83 DL 5.34 Oist 0.00 I.JJ 0.00 2.33 2.33 8.61 0.00 8.61 DL 0.000 0.000 0.022 0.022 CDL 0.000 0.000 o.022 D.O22 LL 0.008 0.008 0.000 0-000 Red%TyPe NonRed NonRed CLL 0.004 0.004 0.000 0.000 J-End (191.83,-27.69) GDL RedLL6.32 2.927.98 3.266.82 3.03 DL 0.004 0.004 0.000 0.000 0.004 0.004 0.000 0.000 o.o22 0.022 GDL RedLL5.34 2.98 DL 0.004 0.004 0.000 0.000 0.000 0.000 0.o22 0.022 Red% 5.0 3.U 5.0 CDL 0.004 0.004 0.000 0.000 0.004 0.004 0.000 0.000 0.o22 0.o22 RedTo 0.0 CDL 0.004 0.004 0.000 0.000 0.000 0.000 o.o22 o.o22 NonRLL J.JZ 7.23 4.07 LL 0.000 0.000 0.008 0.008 0.000 0.000 0.008 0.008 0.000 0.000 NonRLL 0.00 LL 0.000 0.000 0.008 0.008 0.000 0.000 0.000 0.000 Red% CLL Snow 2.98 J-End (199.92,-30.63) StorLL Red% RoofLL 0.00 0.0 0.00 RedTo Type GLL NonRed 0.000 0.000 NonRed 0.004 0.004NonRed 0.000 0.000NonRed 0.000 0.000 O Loads on Gravitv Beamsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 217/365 09/15/05 09:12:35 Beam Number = 305 Span information (ft): l-End {181.71,-33.79), J-End (193.31,-1.92) Total Beam Length (ft) = 33.92 Cantilever on left (ft) = 9.19 Loading information: Pointloads: Dist 0.00 0.00 LineLoads: Load 1 2 4 6 8 I 10 Red% GLLSnow 0.05 Snow 0.08 DL CDL RedLL0.07 0.07 0.000.08 0.08 0.00 Red% NonRLL 0,0 0.10 0.0 0.15 Red% RoofLL0.0 0.000.0 0.00 StorLL 0.00 0.00 Oist 0.00 1.28 0.00 1.28 1.28 9.19 1.28q {o 9.19 33.92 o 40 33.92 0.00 9.19 0.00 9.19 0.00 9.19 9.19 33.92 Dist 0.00 1.14 0.00 1.14 1.14 10.33 1.14 DL 0.000 0.066 0.000 0.016 0.066 0.066 0.016 0.016 0.349 0.350 n noq 0.099 0.066 0.066 0.016 0.016 0.o22 o.o22 0.022 o.o22 coL 0.000 0.066 0.000 0.0'16 0.066 0.066 0.016 0.016 0.349 0.350 0.099 0.099 0.066 0.066 0.016 0.016 o.o22 o.o22 o.o22 o.022 Red% 0.0 CDL 0.000 0.066 0.000 0.016 0.066 0.066 0.016 LL 0.000 0.000 0.000 0.329 0.000 0.000 0.329 0.329 0.000 0.000 0.263 0.264 0.000 0.000 0.328 0.329 0.000 0.000 0.000 0.000 0.0% NonRed NonRed NonRed NonRed CLL 0.000 0.000 0.000 0.'165 0.000 0.000 0.165 0.165 0.000 0.000 U.ZOJ 0.264 0.000 0.000 0.164 0.165 o.000 0.000 0.000 0.000 Red% Type NonRed NonRed NonRed NonRed Beam Number = 306 Span information (ft): l-End (187.49,-37.11), Total Beam Length (ft) = 35.06 Cantilever on left (ft) = 10.33 Loading information: PointLoads: Dist 0.00 LineLoads: Load 1 2 4 StorLL Red% RoofLL0.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.164NonRed 0.000 0.000NonRed 0.164 J-End (19s.56,-4.1e) Red% CLL Snow 0.05 DL 0.07 CDL RedLL 0.07 0.00 DL 0.000 0.066 0.000 0.016 0.066 0.066 0.016 NonRLL 0.09 LL 0.000 0.000 0.000 0.328 0.000 o.000 o.328 o RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2181365 09t15105 09:12:35 Load DL 0.016 0.325 0.325 0.092 0.092 0.004 0.004 0.000 0.000 o.o22 o.o22 0.022 0.022 CDL RedLL 0.08 0.00 DL 0.004 0.004 0.000 0.000 0.311 0.311 0.039 0.039 0.037 0.037 0.001 0.001 0.066 0.066 0.016 0.016 0.049 0.049 0.D22 0.022 0.o22 0.o22 CDL 0.016 0.325 0.325 0.092 0.092 0.004 0.004 0.000 0.000 v.vtz 0.o22 0.022 0.022 Red% 0.0 CDL 0.004 0.004 0.000 0.000 0.311 0.311 0.039 0.039 0.037 0.037 0.001 0.001 U.Ubb 0.066 0.016 0.016 0.049 0.049 0.o22 0.022 0.022 o.022 10 Dist 10.33 10.33 eq nA 'l0.33 35.06 0.00 10.33 0.00 10.33 0.00 I u.J.) I u.J.) 35.06 Dist 0.00 7.92 0.00 7.92 7.92 32.65 7.92 20.29 20.29 32.65 20.25 32.65 0.00 7.92 0.00 7At 7.92 32.65 0.00 7.92 7.92 32.65 LL U.JZY 0.000 0.000 0.245 0.245 0.000 0.000 0.008 0.008 0.000 0.000 0.000 0.000 GLL 0.165 0.000 0.000 0.245 o.245 0.000 0-000 0.004 0.o04 0.000 0.000 0.000 0.000 Red% Type NonRed 0.0% Red NonRed NonRed NonRed NonRed Beam Number = 307 Span information (ft): l-End (175.96,-30.34), Total Beam Length (ft) = 32.65 Cantilever on left (ft) = 7.92 Loading information: PointLoads: Dist 0.00 LineLoads: Load 1 4 o I q 10 1.r StorLL Red% RoofLL Red%0.00 0.0 0.00 Snow Red% Type GLL NonRed 0.000 0.000NonRed 0.004 0.004 NonRed 0.000 0.0000.0% Red 0.103 0.1030.0% Red 0.099 0.0990.O% Red 0.004 0.004NonRed 0.000 0.000NonRed 0-165 o.'t 650.0% Red 0.132 o.132 NonRed 0.000 0.000 NonRed 0.000 0.000 J-End (187.13,0.34) o NonRLL 0.17 LL 0.000 0.000 0.008 0.008 0.000 0.000 0.103 0.103 0.099 0.099 0.009 0.009 0.000 0.000 0.329 0.329 0,132 0.132 0.000 0.000 0.000 0.000 CLL 0.08 DL 0.08 Beam Number = 310 O Loads on Gravity Beams I RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 219/365 09i15/05 09:12:35 Span lnformation {ft): l-End (133.54,2.521, J-End {134.88,6.20} Total Beam Length (ft) = 3.92 Loading information: LineLoads: Load 1 2 4 Dist 0.00 3.92 0.00 3.92 0.00 3.92 0.00 3.92 Dist 0.00 4.46 0.00 4.46 0.00 4.46 0.00 4.46 DL 0.000 0.000 0.255 0.255 0.072 0.o72 0.010 0.010 DL 0.000 0.000 u.z0c o.255 0.072 0.072 0.010 0.010 CDL 0.000 0.000 0.255 0.255 o.o72 0.072 0.010 0.0'10 LL 0.000 0.000 0.000 0.000 0.192 0.192 0.000 0.000 CLL 0.000 0.000 0.000 0.000 o.192 0192 0.000 0.000 CLL 0.000 0.000 0.000 0.000 0.192 o.192 0.000 0.000 CLL 0.000 0.000 o.212 o.212 0.000 0.000 Red% Type NonRed NonRed 0 .Aa/o Red NonRed Type NonRed NonRed Red NonRed Beam Number = 311 Span information (ft): l-End (132.02,-1.671, J-End (133.54,2.52) Total Beam Length (ft) = 4.46 Loading information: LineLoads: Load 1 2 4 Loading information: LineLoads:Load DistI 0.00 16.672 0.00 16.673 0.00 16.67 Beam Number = 321 DL 0.282 o.282 0.080 0.080 0.012 o.o12 CDL LL Red%0.282 0.0000.282 0.0000.080 0.212 0.0%0.080 0.2120.012 0.0000.012 0.000 COL LL Red%0.000 0.0000.000 0.0000.255 0.0000.255 0.0000.072 4192 o.O%0.072 0.1920.010 0.0000.010 0.000 Beam Number = 314 Span information (ft): l-End (122.04,1 0.88), J -End (127.7 4,26.541 Total Beam Length (ft) = 16.67 TyPe NonRed Red NonRed RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2201365 09/15/05 09:12:35 Span information {ft): I'End (119.57,11.781, J-End {127.76,8.80) Total Beam Length (ft) = 8.71 Loading information: Pointloads: Dist DL 2.62 3.11 LineLoads:Load Dist1 0.00 8.7'l2 0.00 8.71 Beam Number = 322 Span information (ft): bEnd 1127.76,8.80), J-End (134.8E,6.20) Total Beam Length (ft) = 7.58 Loading information: PointLoads:Dist DL1.92 3.99 LineLoads:Load Dist1 0.007te 2 0.00 7.58 CDL RedLL Red% 3.11 1.77 0.0 DL CDL0.000 0.0000.000 0.0000.014 0.0140.014 0.014 StorLL Red% RoofLL 0.00 0.0 0.00 Red% Type GLLNonRed 0.000 0.000 NonRed 0.000 0.000 StorLL Red% RoofLL 0.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 NonRLL 0.00 LL 0.000 0.000 0.000 0.000 Red% CLL Snow 1.77 Red% CLL Snow 2.28 CDL RedLL Red%3.99 2.28 0.0 OL CDL0.000 0.000 0.000 0.000 0.014 0.0140.014 0.014 NonRLL 0.00 LL 0.000 0.000 0.000 0.000 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 221/365 09/15/05 09:12:35 Story:8064 Units: kips, ft Floor Type: 8064 Beam Number = 135 Span information (ft): l-End (2.88,61.75), J-End (20.15,61.75) Total Beam Length (ft) = 17.27 Cantilever on left (ft) = 3.gg Loading information: PointLoads: Dist DL0.00 1.315.83 3.88 13.83 4.480.00 10.610.00 0.0 LineLoads:Load Dist1 0.00 3'082 3.08 17.27 3 0.00 3.08 4 3.08 17.27 CDL RedLL Red% 1 .31 0.72 0.03.88 2.22 0.0 4.48 2-57 0.0 0.00 0.30 0.0-0.94 0.00 0.0 DL CDL0.004 0.0040.004 0.0040.004 0.0040.004 0.004 0.046 0.0460.046 0.046 0.046 0.0460.046 0.046 CDL RedLL 7 .18 1.694.O7 1.043.89 2.51 DL 0.004 0.004 0.154 0.154 o.o44 0.044 0.036 0.036 Red% 0.0 0.0 0.0 CDL 0.004 0.004 0.154 0.154 0.044 0.044 0.036 0.036 Red% RoofLL 0.0 0.000.0 0.00 0.0 0.00 0.0 0.00 0.00 Type GLLNonRed 0.000 0.000 NonRed 0.000 0.000 NonRed 0.000 0.000 NonRed 0.000 0.000 Red% CLL Snow 0.72 Snow 2.22 Snow 2.57 Snow 0.00 Red% CLL Snow 6.02 Snow 3.20 Snow 2.16 Beam Number = 136 Span information (ft): l-End (2.88,36.06), J-End (2.88,49.461 Total Beam Length (ft) = 13.40 Loading information: PointLoads: Dist OL4.32 7.188.65 4.079.65 4.53 LineLoads:Load Dist1 8.65 13.402 9.65 13.403 9.65 13.40 4 0.00 13.40 NonRLL 0.00 0.00 0.00 17.00 0.00 LL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NonRLL 15.46 7.72 0.00 LL 0.000 0.000 0.000 0.000 0.1 16 0.116 0.000 0.000 StorLL 0.00 0.00 0.00 0.00 Snow *"Y StorLL 0.00 0.00 0.00 Red% RoofLL0.0 0.000.0 0.000.0 0.00 Red% Type CLL NonRed 0.000 0.000 NonRed 0.000 0.000 0.0% Red 0.116 0.116 NonRed 0.000 0.000 O Loads on Gravity Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2221365 09115105 09:12:35 Beam Number = 139 Span information {ft): l-End (2.88,45.71), J-End (20.15,45.711 Total Beam Length (ft) = 17.27 Loading information: PointLoads; Dist DL5.81 3.8813.81 4.4816.44 13.27 LineLoads:Load Dist1 0.00 17.272 0.00 17.273 0.00 17.27 CDL RedLL Redo/o NonRLL3.88 2.22 14.7 0.004.48 257 14.7 0.000.00 7.26 14.7 0.00 OL CDL LL0.026 0.026 0.0000.026 0.026 0.0000.007 0.007 0.0200.007 0.007 0.0200.014 0.014 0.0000.014 0.014 0.000 RooftL 0.00 0,00 0.00 CLL 0.000 0.000 0.020 0.020 0.000 0.000 StorLL 0.00 0.00 0.00 0.00 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000NonRed 0.000 0.000 NonRed 0.000 0.000 StorLL 0.00 0.00 0.00 ^aO': 14.7% Red% 0.0 0.0 0.0 Type NonRed Red NonRed Red% Snow Snow Snow CLL 2.22 2-57 0.00 Beam Number = 143 Span information (ft): l-End (-0.33,-3.75), J-End (-0.33,17.52) Total Beam Length (ft) = 21.27 Cantilever on left (ft) = 2.00 Loading information: Pointloads:Dist DL0.00 1.767.75 4.8615.75 5.870.00 8.4715.02 2.76 LineLoads:Load Dist1 0.00 2.Q02 2.QO 44 74 3 0.00 2.004 2.00 21 .27 CDL RedLL Red% NonRLL1.76 0.97 0.0 0_004.86 2.78 0.0 0.005.87 2.47 0.0 3.940.00 0.00 0.0 12.380.00 0.00 0.0 4.10 DL CDL LL0.004 0.004 0.0000.004 0.004 0.0000.004 0.004 0.0000.004 0.004 0.0000.026 0.026 0.0000.026 0.026 0.0000.026 0.026 0.0000.026 0.026 0.000 Redo/o RoofLL Red% CLL 0.0 0.00 Snow 0.97 0.0 0.00 Snow 2.78 0.0 0.00 Snow 4.44 0.0 0.00 Snow 0.00 0.0 0.00 Snow 0.00 Beam Number = 146 Span information (ft): l-End (48.71,18.54), J-End {.48.71,45.711 Total Beam Length (ft) = 27 .16 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 223/365 09/15/05 09:12:35 Loading information: PointLoads:Dist OL3.88 6.14-o.o2 11.27.10 2.1713.79 2.1120.48 2.11 LineLoads:Load Dist1 0.00 3.88 2 0.00 3.883 3.88 27.164 3.88 27.165 0.00 27.16 Beam Number = 150 CDL RedLL6.14 3.45-0.67 0.002.17 3.132.11 3.042.11 3.04 DL 0.069 0.069 0.020 0.020 0.212 0.212 0.060 0.060 0.03'l o.031 Red% 11.2 0,0 11.2 11.2 11.2 CDL 0.069 0.069 0.020 0.020 0.212 0.212 0.060 0.060 0.031 0.031 NonRLL 0.00 0.00 0.00 0.00 0.00 LL 0.000 0.000 0.052 0.052 0.000 0.000 0.160 0.160 0.000 0.000 StorLL 0.00 Snow 0.00 0.00 0.00 *"Y 11.2% 11.2% StorLL Red% RoofLL 0.00 0.0 0.00 Re<l% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 StorLL Red% RoofLL0.00 0.0 0.000.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 Red% RoofLL Red% GLL0.0 0.00 Snow 3.10 3.100.0 0.00 Snow 1.570.0 0.00 Snow 1.520.0 0.00 Snow 1.52 Type CLLNonRed 0.000 0.000Red 0.052 0.o52NonRed 0.000 0.000Red 0.160 0.160NonRed 0.000 0.000 Span information (ft): l-End (57.79,45.71), Total Beam Length (ft) = 11.95 Loading information: PointLoads: Dist OL5.65 6.01 LineLoads:Load Dist 1 0.00 11.95 2 0,00 1 1.95 GDL RedLL Red% 6.01 4.35 0.0 DL CDL0.004 0.004 0.004 0.004o.o22 Q.O22o.o22 0.022 J-End (69.75,45.71l' NonRLL 0.00 LL 0.000 0.000 0.000 0.000 Red% CLL Snow 3 54 Red% CLLSnow 3.79Snow 3.72 Beam Number = 151 Span information (ft): l-End (69.75,45.71), J-End (E5.92,45.71) Total Beam Length (ft) = 16.17 Loading informatlon: PointLoads:Dist DL1.69 6.628.79 6.60 LineLoads:Load Dist1 0.00 16.17 2 0.00 CDL RedLL Red%6.62 4.10 0.06.60 3.72 0.0 DL CDL 0.004 0.004 0.004 0.004 Q.O22 0.022 NonRLL 0.00 0.00 LL 0,000 0.000 0.000 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 224/365 09/15/05 09:12:35 Beam Number = 152 Span information (ft): l-End {85.92,45.71), J-End (97.00,45.71) Total Beam Length (ft) = 11.08 Loading information: PointLoads: Dist DL0.56 6.296.94 5.01 LineLoads: Load Oist 1 0.00 11.082 0.00 11.08 Loading information: LineLoads: Load Dist1 0.00 24.732 0.00 24.733 0.00 24.73 4 0.00 24.73 DL 0.209 0.209 0.059 0.059 0.004 0.004 o.422 o.022 CDL 0.209 0.209 0.059 n nqo 0.004 0.004 0.022 o.o22 LL 0.000 0.000 0.158 0.158 0.000 0.000 0.000 0.000 Load Dist 16.17 DL 0.0?2 CDL 0.o22 LL 0.000 NonRLL 0.00 0.00 LL 0.000 0.000 0.000 0.000 NonRLL 0.00 LL 0.000 0.000 0.000 CDL RedLL Red%6.29 3.54 0.05.01 2.78 0.0 DL CDL 0.004 0.0040.004 0.004 o.o22 0.022 0.022 0.022 Red%Type CLL 0.000 StorLL Redo/o RoofLL0.00 0.0 0.000.00 0.0 0.00 Red% Type CLLNonRed 0.000 0.000NonRed 0.000 0.000 Beam Number = 156 Span information (ft): l-End (100.75,-3.751, J-End (100.75,20.98) Total Beam Length (ft) = 24.73 Type NonRed Red NonRed NonRed Red% CLL Snow 3.54 Snow 2.78 Red% CLL Snow 3.97 Red% 0.0% CLL 0.000 0.000 0.158 0.158 0.000 0.000 0.000 0.000 Beam Number = 157 Span information (ft): l-End {85.92,-3.75), J-End (100.75,-3.75) Total Beam Length (ft) = 14.83 Loading information: PointLoads:Dist DL6.94 7.42 LineLoads:Load Dist1 0.00 14.832 0.00 CDL RedLL Red% 7.02 3.97 0.0 DL CDL 0,004 0.0040.004 0.0040.022 0.022 StorLL Red% RoofLL 0.00 0.0 0.00 Red% Type CLL NonRed 0.000 0.000NonRed 0.000 O Loads on Gravitu Beams 1)RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2251365 09/15/05 09:12:35 Load Dist 14.83 Loading information: PointLoads:Dist DL 2.44 27.180.00 14.87.10 2.1713.79 2.11?o.48 2.11 LineLoads: Load Dist 1 0.00 27.16 2 0.00 2.443 0.00 2.444 2.44 13.415 13.41 27.166 0.00 27.16 Loading information: LineLoads:Load Dist1 0.00 12.292 0.00 12.293 0.00 12.294 0.00 12.25 Beam Number = 189 COL RedLL Red%10.63 8.76 14.8-0.59 0.00 0.02.17 3.13 14.82.'11 3.04 14.82.11 3.04 14.8 OL CDL 0.150 0.150 0.150 0.150 0.040 0.0400.040 0.0400.003 0.0030.003 0.003o.o42 0.0420.042 0.0420.042 0.042o.o42 a-o420.031 0.0310.031 0.031 DL 0.004 0.004 0.154 0.155 o.044 0.044 0.010 0.010 CDL 0.004 0.004 0.154 0.155 0.044 0.044 0.010 0.010 RooftL Red%0.00 Snow 0.00 Snow0.00 Snow0.00 Snow CLL 0.000 0.000 0.132 o.132 0.008 0.008 o.141 o.141 0.113 0.113 0.000 0.000 DL o.022 CDL 0.o22 LL 0.000 Type CLL 0.000 Beam Number = 160 Span information (ft|: l-End (57.79,18.54), J-End {57.79,45.711 Total Beam Length (ft) = 27.16 NonRLL 31.43 0.00 0.00 0.00 0.00 LL 0.000 0.000 0.263 0.263 0.008 0.008 o.282 0.282 0.113 0.113 0.000 0.000 LL 0.000 0.000 0.000 0.000 0.116 o.117 0.000 0.000 StorLL 0.00 Snow 0.00 0.00 0.00 *"Y 14.8o/o 14.8% 14.8% 14.8% *"Y O.0o/o Red% 0.0 6.16 0.0 0.0 0.0 TYPe NonRed Red Red Red Red NonRed CLL 6.16 t.cI 14t 1.52 Beam Number = 168 Span information (ft): l-End (2.88,49.46), J-End (2.68,61.75) Total Beam Length (ft) ='12.29 Type NonRed NonRed Red NonRed CLL 0.000 0.000 0.000 0.000 0.115 0.117 0.000 0.000 O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 2261365 09/15/05 09:'12:35 Span information (ft): l-End (4.33,-3.75), J-End 112.23,-3.751 Total Beam Length (ft) = 12.56 Loading information: LineLoads:Load Dist1 0.00 12.562 0.00 12.563 0.00 12.564 0.00 12.56 Dist 0.00 9.08 0.00 9.08 0.00 908 Dist 0.00 9.08 0.00 9.08 0.00 9.08 DL 0.205 0.205 0.058 0.058 0.004 0.004 o.o12 0.012 DL o.354 0.354 0.100 0.100 0.010 0.010 DL 0.354 0.354 0.100 0.100 0.010 0.010 CDL o.205 0.205 0.058 0.058 0.004 0.004 o.o12 0.o'12 CDL 0.354 0.354 0.100 0.100 0.010 0.010 CDL 0.354 0.354 0.100 0.100 0.010 0.010 LL 0.000 0.000 0.155 0.155 0.000 0.000 0.000 0.000 LL 0.000 0.000 0.669 0.669 0.000 0.000 LL 0.000 0.000 0.669 0.669 0.000 0.000 *"0_"1: 0.0% *"Y 0.0o/o *"Y 0.0% Type NonRed Red NonRed NonRed TyPe NonRed Red NonRed Type NonRed Red NonRed CLL 0.000 0.000 0.155 0.155 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.334 0.334 0.000 0.000 CLL 0.000 0.000 0.334 0.334 0.000 0.000 Beam Number = 196 Span information (ft): l-End (48.71,39.02), Total Beam Length (ft) = 9.08 Loading information: LineLoads: Load 1 Beam Number = 197 Span information {ft): l-End (48.71,32.33}, Total Beam Length (ft) = 9.08 Loading information: LineLoads: Load 1 Beam Number = '198 Span information (ft): l-End (48.71,25.65), Total Beam Length (ft) = 9.08 J-End (57.79,39.02) J-End (57.79,32.33) J-End (57.7e,25.65) O Loads on Gravitv Beams IRAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 2271365 09/15/05 09:12:35 Loading information: LineLoads: Load 1 Dist 0.00 9.08 0.00 9.08 0.00 9.08 Dist 0.00 2.52 0.00 2.52 Dist 0.00 6.54 0.00 6.54 Dist 0.00 2.52 0.00 2.52 DL 0.365 0.365 0.103 0.103 0.010 0.010 DL 0.009 0.009 0.010 0.010 DL 0.00s 0.009 0.0't 0 0.010 DL 0.009 0.009 o.010 0.010 CDL U.JDC 0.365 0.103 0.103 0.010 0.010 LL 0.000 0.000 0.689 0.689 0.000 0.000 CLL 0.000 0.000 0.345 0.345 0.000 0.000 CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.000 Red% Type NonRed O.O% Red NonRed Beam Number = 212 Span information (ft): l-End (12.23,-6.27), J-End (12.23,-3.751 Total Beam Length (ft) = 2 52 Loading information: LineLoads: Load 1 Beam Number = 213 Span information (ft): l-End (12.23,-6.27), J -End 118.77,-6.271 Total Beam Length (ft) = 6.54 Loading information: LineLoads: Load 1 CDL 0.009 0.009 0.010 0.010 LL 0.000 0.000 0.000 0.000 LL 0.000 0.000 0.000 0.000 Red% *"Y Red% Type NonRed NonRed Type NonRed NonRed Type NonRed NonRed CDL 0.009 0.009 0.010 0.010 Beam Number = 214 Span information (ft): l-End (18.77,-6.27), J-End (18.77,-3.751 Total Beam Length (ft) = 2-52 Loading information: LineLoads: Load 1 CDL 0.009 0.009 0.010 0.010 LL 0.000 0.000 0.000 0.000 O Loads on Gravitv Beams 1JRAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 2281365 09/15/05 09:12:35 Beam Number = 231 Span information (ft); l-End (78.54,-10.75), J'End (84.71,-10.75) Total Beam Length (ft) = 6.17 Loading information: LineLoads: Load ,| Beam Number = 232 Span information (ft): I-End (71.54,-10.75), Total Beam Length (ft) = 7.00 Loading information: LineLoads: Load 1 Beam Number = 233 Span information (ft): l-End (97.00,31.97), Total Beam Length (ft) = 3.75 Loading information: LineLoads: Load 1 Dist 0.00 6.17 0.00 6.17 Dist 0.00 7.00 0.00 7.00 Dist 0.00 'l 7< 0.00 3.75 DL 0.004 0.004 0.010 0.010 DL 0.004 0.004 0.010 0.010 CDL 0.004 0.004 0.010 0.010 CDL 0.004 0.004 0.010 0.010 CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.000 CLL 0.000 0.000 0.000 0.000 LL 0.000 0.000 0.000 0.000 J-End (78.54,-10.75) LL 0.000 0.000 0.000 0.000 Red% Type NonRed NonRed Red% Type NonRed NonRed RedTo Type NonRed NonRed J'End {100.75,31.97) DL 0.004 0.004 0.010 0.010 CDL 0.004 0.004 0.010 0.010 LL 0.000 0.000 0.000 0.000 J-End (100.75,31.971 Beam Number =234 Span information {ft): l-End (100.75,20.9E), Total Beam Length (ft) = 10.99 Loading information: LineLoads:Load Dist1 0.00 10.992 0.00 DL 0.209 0.209 0.059 CDL 0.209 0.209 0.059 LL 0.000 0.000 0.158 Red% Type NonRed O.Qo/o Red CLL 0.000 0.000 0.158