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HomeMy WebLinkAboutB06-0196 Structural Calculations Volume 2 07/2007STRUCTURAL CALCULATIONS for SECOND PLAN CHECK Volume 2 of 2 FOUR SEASONS RESORT Vail, CO for HILL GLAZIER STUDIO HKS 925 Alma Street 41 Palo Alto, CA 94301 Town of Vail by OFFICE COPY NISHKIAN MEXIVWW E., 12~,~jfhn nd Compliance to Q V San F~nciscMokK B941( an'; "I air; :I b. I I~ Changes in Flans MUST be app,wed. L) -D C SE 0 ' ZJU NM : A 't C010ra,i- By a NWuilt 18, 2007 AU6 0 3 2007 N OF VAIL O STRUCTURAL CALCULATIONS for SECOND PLAN CHECK Volume 2 of 2 FOUR SEASONS RESORT Vail, CO for HILL GLAZIER STUDIO HKS 925 Alma Street Palo Alto, CA 94301 by NISHKIAN MENNINGER 1200 Folsom Street San Francisco, CA 94103 NM Job No. 7083 July 18, 2007 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:Kip-in July 20, 2007 17:25 PAGE 1 L O A D I N G C O M B I N A T I O N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR DEADTOTAL ADD DEAD Static 1.0000 ROOFDEAD Static 1.0000 SUPERDEAD Static 1.0000 EXTWDEAD Static 1.0000 COMB1 ADD DEADTOTAL Combo 1.4000 COMB2 ADD DEADTOTAL Combo 1.2000 LIVE Static 1.6000 LATEARTHP Static 1.6000 COMBS ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQX Static 1.0000 COMB4 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQX Static -1.0000 COMBS ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQY Static 1.0000 COMB6 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQY Static -1.0000 COMB? ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQXP Static 1.0000 COMBS ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQXP Static -1.0000 COMB9 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQXN Static 1.0000 COMB10 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQXN Static -1.0000 COMB11 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQYP Static 1.0000 COMB12 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQYP Static -1.0000 COMB13 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQYN Static 1.0000 COMB14 ADD DEADTOTAL Combo 1.2700 LIVE Static 1.0000 EQYN Static -1.0000 COMB15 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQX Static 1.0000 COMB16 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQX Static -1.0000 COMB17 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQY Static 1.0000 COMB18 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQY Static -1.0000 COMB19 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 X ETABS v9 .1.0 File:FOUR SEASON HOTEL VAIL Units:Kip-in July 20, 2007 17:25 PAGE 2 COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR EQXP Static 1.0000 COMB20 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQXP Static -1.0000 COMB21 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQXN Static 1.0000 COMB22 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQXN Static -1.0000 COMB23 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQYP Static 1.0000 COMB24 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQYP Static -1.0000 COMB25 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQYN Static 1.0000 COMB26 ADD DEADTOTAL Combo 0.8300 LATEARTHP Static 1.6000 EQYN Static -1.0000 DWAL1 ADD DEAD Static 1.4000 ROOFDEAD Static 1.4000 SUPERDEAD Static 1.4000 EXTWDEAD Static 1.4000 DWAL2 ADD DEAD Static 1.4000 LIVE Static 1.7000 ROOFDEAD Static 1.4000 SUPERDEAD Static 1.4000 EXTWDEAD Static 1.4000 DWAL3 ADD DEAD Static 1.0500 LIVE Static 1.2750 ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWAL4 ADD DEAD Static 1.0500 LIVE Static 1.2750 ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWALS ADD DEAD Static 1.0500 LIVE Static 1.2750 ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWAL6 ADD DEAD Static 1.0500 LIVE Static 1.2750 ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWAL7 ADD DEAD Static 1.0500 LIVE Static 1.2750 ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWAL8 ADD DEAD Static 1.0500 LIVE Static 1.2750 ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWAL9 ADD DEAD Static 1.0500 LIVE Static 1.2750 0 ETABS v9 .1.0 File:FOUR SEASON HOTEL VAIL Units:Kip-in July 20, 2007 17:25 PAGE 3 COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWAL10 ADD DEAD Static 1.0500 LIVE Static 1.2750 ROOFDEAD Static 1.0500 SUPERDEAD Static 1.0500 EXTWDEAD Static 1.0500 DWAL11 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL12 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL13 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL14 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL15 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL16 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL17 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL18 ADD DEAD Static 0.9000 ROOFDEAD Static 0.9000 SUPERDEAD Static 0.9000 EXTWDEAD Static 0.9000 DWAL19 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQX Static 1.6500 DWAL20 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQX Static -1.6500 DWAL21 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQY Static 1.6500 DWAL22 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQY Static -1.6500 DWAL23 ADD DEAD Static 1.5400 Els, ETABS v9 .1.0 File:FOUR SEASON HOTEL VAIL Units:Kip-in July 20, 2007 17:25 PAGE 4 COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQXP Static 1.6500 DWAL24 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQXP Static. -1.6500 DWAL25 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQXN Static 1.6500 DWAL26 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQXN Static -1.6500 DWAL27 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQYP Static 1.6500 DWAL28 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQYP Static -1.6500 DWAL29 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQYN Static 1.6500 DWAL30 ADD DEAD Static 1.5400 LIVE Static 0.5500 ROOFDEAD Static 1.5400 SUPERDEAD Static 1.5400 EXTWDEAD Static 1.5400 EQYN Static -1.6500 DWAL31 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQX Static 1.6500 DWAL32 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQX Static -1.6500 DWAL33 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQY Static 1.6500 DWAL34 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQY Static -1.6500 C•. ETABS v9. 1.0 File:FOUR SEASON HOTEL VAIL Units :Kip-in July 20, 2007 17:25 PAGE 5 COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR r DWAL35 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQXP Static 1.6500 DWAL36 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQXP Static -1.6500 DWAL37 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQXN Static 1.6500 DWAL38 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQXN Static -1.6500 DWAL39 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQYP Static 1.6500 DWAL40 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQYP Static -1.6500 DWAL41 ADD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQYN Static 1.6500 DWAL42 ADD DEAD DEAD Static 0.7700 ROOFDEAD Static 0.7700 SUPERDEAD Static 0.7700 EXTWDEAD Static 0.7700 EQYN Static -1.6500 DPLUSL ADD DEADTOTAL Combo 1.0000 LIVE Static 1.0000 DCON1 ADD DEAD Static 1.4000 ROOFDEAD Static 1.4000 SUPERDEAD Static 1.4000 EXTWDEAD Static 1.4000 DCON2 ADD DEAD Static 1.4000 LIVE Static 1.7000 ROOFDEAD Static 1.4000 SUPERDEAD Static 1.4000 EXTWDEAD Static 1.4000 DCON3 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQX Static 1.4025 DCON4 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQX Static -1.4025 DCON5 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 ETABS v9. 1.0 File:FOUR SEASON HOTEL VAIL Units:Kip-in July 20, 2007 17:25 PAGE 6 COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQY Static 1.4025 DCON6 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQY Static -1.4025 DCON7 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQXP Static 1.4025 DCON8 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQXP Static -1.4025 DCON9 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQXN Static 1.4025 DCON10 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQXN Static -1.4025 DCON11 ADD DEAD Static 1.3305 LIVE ROOFDEAD Static Static 1.2750 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQYP Static 1.4025 DCON12 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQYP Static -1.4025 DCON13 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQYN Static 1.4025 DCON14 ADD DEAD Static 1.3305 LIVE Static 1.2750 ROOFDEAD Static 1.3305 SUPERDEAD Static 1.3305 EXTWDEAD Static 1.3305 EQYN Static -1.4025 DCON15 ADD DEAD Static 0.6140 ROOFDEAD Static 0.6140 SUPERDEAD Static 0.6140 EXTWDEAD Static 0.6140 EQX Static 1.4300 DCON16 ADD DEAD Static 0.6140 ROOFDEAD Static 0.6140 SUPERDEAD Static 0.6140 EXTWDEAD Static 0.6140 EQX Static -1.4300 0 I I I I I - 18 y r \ 7Z)\ I m J D tT1 v, ON C rJ NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS 1200 Folsom Street, San Francisco, CA 94103 Tel: (415) 541-9477 Fax: (415) 543-5071 JOB Ue-- S &~kSVf-j '0. 70 81, - SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE WALL, FLCVT' ro I 1L~ Az b.oo P Irrc 0 ,e- t i r2 2~x 3 Z = 76C 2~x 1f ZI l'D mg 4- L cVr,- r ti ! -2 fo t. (1) 2 LsuI° L-1 2sn r l ~ zsa r-~' gD ~~-sb vs L-7, ETABS ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:08 Plan View - 2ND - Elevation 10 Uniform Loads GLOBAL-X (LATEARTHP) - lb-ft Units ETABS 0 ?0 ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:09 Plan View - 3RD - Elevation 20 Uniform Loads GLOBAL-X (LATEARTHP) - lb-ft Units ETABS ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:09 Plan View - 4TH - Elevation 30 Uniform Loads GLOBALA (LATEARTHP) - lb-ft Units ETABS 0 C7 ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:09 Plan View - 5TH - Elevation 40 Uniform Loads GLOBAL-X (LATEARTHP) - lb-ft Units ETABS e 0 f N..T x s, 'i FIT i ~Z .:i. ' ~ ia• h3 2 F. ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:09 Plan View - 5TH - Elevation 40 Uniform Loads GLOBAL-Y (LATEARTHP) - lb-ft Units ETABS 0 :,a c9 E 0 ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:10 Plan View - 4TH - Elevation 30 Uniform Loads GLOBAL-Y (LATEARTHP) - lb-ft Units ETABS • 0 ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:10 Plan View - 3RD - Elevation 20 Uniform Loads GLOBAL-Y (LATEARTHP) - lb-ft Units s L410 ETABS r.%Z 9 ETABS v9.1.0 - File: four Season Hotel Vail - July 23,2007 8:10 Plan View - 2ND - Elevation 10 Uniform Loads GLOBAL-Y (LATEARTHP) - lb-ft Units I ~ I 10_11.f J j V ~ 319 I~ 11 r -~I - - I 1 I 1 - X!I _ 1! I I N 1 b o b g F awl, ~r ~t { , 1 VIA Vi P4 Al AN t ~ r I I I `~,II 'Elj I II j I I I I I I II j I I I I I ; I II I I I I III I .1~1 17' 10~• II 2+. 1. 2fi'-4~' jfi,_B.I 17-10~• j 9,_3, 1-9 23'-2}' j l 10~' a m a a a a a a a U > w _NS 4 O (O O) N ~l ETABS ::7 .7 N ETABS v9.1.0 - File: four Season Hotel Vail - J<s(L z?Ur~ Plan View - 3RD - Elevation 20 Frame Span Loa TEA RTHP) - Ib-ft Units I I a I v J/ i II i ! ! i II II Li N ~ ti 'Il i' a s I {I I ! ii a i e 7r $ q ~ o II ! I I ~ I ~ ~ ° s ~1 ~ I I I I I I n ; - ~L ,A _ I L - - - - - - - - - - - 71 " ~ 1 I II j I I I ! I T ~ I II j I I I I I I ;,'v: / ay ' 77!! 2+,_,• I 26'-l}' I6._B.i IY-I°k. I 1Y-I ' . I ! 9,~• ~.-91~• 27'-27' ! ~ j \ ' J ~ • ETABS q 0 ETABS v9.1.0 - File: four Season Hotel Vail - Jul 23,20Q7--S TB Plan View - 4TH - Elevation 30 Frame Span LoarVTEARTHP) - lb-ft ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 22 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW1 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 51.625 220.250 50.000 Top 51.625 220.250 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover ##4 1.000 44 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 4 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 36858.563 34253.347 -307352.725 Bottom 0.0025 0.0044 COMB26 46196.541 -34697.427 128157.120 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Bot Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 41898.542 -588438.556 70209.663 141529.072 238729.072 Bot Leg 1 0.240 COMB2 55399.233 113658.069 70209.663 143554.176 240754.176 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 23 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW1 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 51.625 220.250 40.000 Top 51.625 220.250 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 127882.014 40410.252 -166823.914 Bottom 0.0025 0.0044 COMB26 137219.992 -42879.197 214497.126 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Bot Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 147978.111 -301725.274 57498.714 157441.008 254641.008 Bot Leg 1 0.240 COMB2 161478.802 273261.869 57498.714 159466.111 256666.111 N ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 24 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW1 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 51.625 220.250 30.000 Top 51.625 220.250 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 233383.386 53274.710 7121.040 Bottom 0.0025 0.0044 COMB26 242721.364 -55693.823 169316.939 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Bot Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 149911.511 -190713.445 56635.181 126184.814 203944.814 Bot Leg 1 0.240 COMB9 164199.743 375638.366 56635.181 127899.402 205659.402 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units: lb-ft July 23, 2007 7:28 PAGE 25 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER S ECTION - DESIGN (ACI 318 -05/IBC 2003) Pier Label : SW1 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 51.625 220.250 20.000 Top 51.625 220.250 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 D t Fl l D i gn a a exura es Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 374634.656 65483.568 -17370.602 Bottom 0.0025 0.0044 COMB26 383972.635 -69804.018 -26018.673 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundar y Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Bot Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 207129.878 -6423.624 67475.996 133051.018 210811.018 Bot Leg 1 0.240 COMB9 221418.110 668336.339 67475.996 134765.606 212525.606 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 26 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW1 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 51.625 220.250 10.000 Top 51.625 220.250 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 D t i gn a a Flexural Des Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 431287.189 10674.607 -159898.084 Bottom 0.0025 0.0044 COMB26 440625.167 5337.303 -84406.605 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Bot Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 253607.853 -401432.145 24528.063 88095.714 165855.714 Bot Leg 1 0.240 COMB10 267896.085 -156151.510 24528.063 140342.963 218102.963 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 27 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER S ECTION - DESIGN (ACI 318 -05/IBC 2003) Pier Label : SW1 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 51.625 220.250 0.000 Top 51.625 220.250 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 i D t Fl l D gn a a exura es Station Required Current Flexural Location Reinf Ratio R einf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 440625.167 5337.303 -84406.605 Bottom 0.0025 0.0044 COMB26 449963.145 0.000 -8915.126 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Bot Leg 1 46.000 -220.250 57.250 -220.250 11.250 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 267896.085 -156151.510 24528.063 140342.963 218102.963 Bot Leg 1 0.240 COMB10 282184.316 89129.125 24528.063 142057.551 219817.551 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 28 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW2 Story Label: 7TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 57.250 Top 57.250 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc Ordinate 207.375 207.375 Zc Ordinate 50.000 60.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.389 576000.000 8640000.000 1.000 Bottom SWCONC 12.389 576000.000 8640000.000 1.000 l l i exura Des gn F Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 30229.507 -8891.294 657989.573 Bottom 0.0025 0.0045 COMB26 45654.463 2934.007 -263130.012 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Bot Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 101704.570 725853.670 136496.492 190927.374 319375.374 Bot Leg 1 0.240 COMB14 125306.611 -639111.246 136496.492 193759.619 322207.619 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 29 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SE CTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW2 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 57.250 207.375 40.000 Top 57.250 207.375 50.000 Flags and Factors Design' RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 J Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.389 576000.000 8640000.000 1.000 Bottom SWCONC 12.389 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 66918.695 3446.285 1060900.122 Bottom 0.0025 0.0045 COMB26 82343.652 -4505.564 -247212.988 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Bot Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 227397.276 694469.246 143019.160 206010.499 334458.499 Bot Leg 1 0.240 COMB14 250999.318 -735722.353 143019.160 208842.744 337290.744 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 30 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-OS/IBC 2003) Pier Label : SW2 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 57.250 207.375 30.000 Top 57.250 207.375 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.389 576000.000 8640000.000 1.000 Bottom SWCONC 12.389 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 128968.139 4035.842 1390388.803 Bottom 0.0025 0.0045 COMB26 144393.095 -5537.376-1568310.204 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Bot Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 128968.139 1390388.803 295869.901 194199.003 322647.003 Bot Leg 1 0.240 COMB26 144393.095-1568310.204 295869.901 196049.997 324497.997 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 31 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW2 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 90.000 Bottom 57.250 207.375 20.000 Top 57.250 207.375 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.389 576000.000 8640000.000 1.000 Bottom SWCONC 12.389 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 221016.437 3643.394 756158.059 Bottom 0.0028 0.0045 COMB26 236441.393 -3820.161 -4015320.09 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Bot Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.508 COMB26 221016.437 756158.059 477147.815 205244.798 477147.815 Bot Leg 1 0.505 COMB26 236441.393 -4015320.09 477147.815 207095.793 477147.815 7*-j ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 32 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW2 Story Label: 3RD C J Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 90.000 Bottom 57.250 207.375 10.000 Top 57.250 207.375 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.389 576000.000 8640000.000 1.000 Bottom SWCONC 12.389 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 322821.516 3412.503-2265913.614 Bottom 0.0025 0.0045 COMB26 338246.472 -1704.792 -4032664.55 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Bot Leg 1 57.250 -216.667 57.250 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 611026.940-1046279.838 227302.652 315057.573 475617.573 Bot Leg 1 0.240 COMB2 633328.082 -3319306.35 227302.652 318402.745 478962.745 C ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 33 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW2 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 57.250 207.375 0.000 Top 57.250 207.375 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 18.583 576000.000 8640000.000 1.000 Bottom SWCONC 18.583 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0030 COMB26 129371.312 8587.767-2654292.182 Bottom 0.0025 0.0030 COMB26 152508.747 -1193.138-1790753.081 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 57.250 -216.667 57.250 -198.083 18.583 1.000 Bot Leg 1 57.250 -216.667 57.250 -198.083 18.583 1.000 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.360 COMB26 129371.312-2654292.182 86353.910 147498.090 340170.090 Bot Leg 1 0.360 COMB26 152508.747-1790753.081 86353.910 237386.152 430058.152 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 34 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW3 Story Label: 7TH C, J Location Data Pier Axis Station Xc Yc Height Angle Location ordinate ordinate 10.000 90.000 Bottom 48.121 203.871 Top 48.121 203.871 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Zc Ordinate 50.000 60.000 Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 19.889 576000.000 8640000.000 1.000 Bottom SWCONC 19.889 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 40918.916 43345.158 425417.359 Bottom 0.0025 0.0044 COMB26 65681.850 -277810.579 162979.101 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -216.667 46.000 -198.083 18.583 0.667 Top Leg 2 46.000 -198.083 57.250 -198.083 11.250 0.667 Bot Leg 1 46.000 -216.667 46.000 -198.083 18.583 0.667 Bot Leg 2 46.000 -198.083 57.250 -198.083 11.250 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 14914.416 -360353.501 122808.097 180512.556 308960.556 Top Leg 2 0.240 COMB21 63681.909 -235913.001 51398.916 115837.262 193597.262 Bot Leg 1 0.240 COMB25 30339.373 867727.472 122808.097 182363.551 310811.551 Bot Leg 2 0.240 COMB21 73019.887 278076.161 51398.916 116957.819 194717.819 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 35 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW3 kor Story Label: 6TH Location Data Pier Axis Station Xc Yc Height Angle Location Ordinate Ordinate 10.000 90.000 Bottom 48.121 203.871 Top 48.121 203.871 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 Pier Material and Geometry Data Zc Ordinate 40.000 50.000 Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 19.889 576000.000 8640000.000 1.000 Bottom SWCONC 19.889 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 97057.463 -68824.570 986972.372 Bottom 0.0025 0.0044 COMB26 121820.397 -377690.676 240335.394 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Top Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Bot Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Bot Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 203490.090 -308925.587 66980.914 132614.244 210374.244 Top Leg 2 0.240 COMB25 39263.001 318824.427 110119.107 183434.386 311882.386 Bot Leg 1 0.240 COMB9 217778.321 360883.557 66980.914 134328.831 212088.831 Bot Leg 2 0.240 COMB25 54667.958 1420015.501 110119.107 185285.381 313733.381 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 36 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW3 Story Label: 5TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 48.121 Top 48.121 Yc Ordinate 203.871 203.871 Zc Ordinate 30.000 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 19.889 576000.000 8640000.000 1.000 Bottom SWCONC 19.889 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 67693.980 201507.165 789780.487 Bottom 0.0025 0.0044 COMB26 92456.915 -11328.560-1625302.516 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Top Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Bot Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Bot Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 258182.286 -205425.246 61902.790 139177.307 216937.307 Top Leg 2 0.240 COMB26 69182.135 1033222.436 240005.481 187024.682 315472.682 Bot Leg 1 0.240 COMB9 272470.518 413602.654 61902.790 140891.895 218651.895 Bot Leg 2 0.240 COMB26 84607.091- 1366832.379 240005.481 188875.677 317323.677 Ell. ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 37 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) (bw Pier Label : SW3 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 48.121 203.871 20.000 Top 48.121 203.871 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 19.889 576000.000 8640000.000 1.000 Bottom SWCONC 19.889 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 -27153.881 980858.949-1150209.569 Bottom 0.0067 0.0044 COMB26 -2390.946 1070423.679 -5612859.68 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Top Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Bot Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Sot Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 288415.777 -64576.398 48881.459 122949.355 220149.355 Top Leg 2 0.457 COMB26 168704.505 562809.344 443659.462 198967.367 443659.462 Bot Leg 1 0.240 COMB9 302704.009 424238.193 48881.459 122949.355 220149.355 Bot Leg 2 0.454 COMB26 184129.461 -3873785.28 443659.462 200818.361 443659.462 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 38 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label SW3 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate. Ordinate 10.000 90.000 Bottom 48.121 203.871 10.000 Top 48.121 203.871 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 44 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 19.889 576000.000 8640000.000 1.000 Bottom SWCONC 19.889 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0069 0.0044 COMB26 -60781.211 1941520.263 -5231744.86 Bottom 0.0068 0.0044 COMB26 -36018.277 1594890.732 -5392864.70 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Top Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Bot Leg 1 46.000 -198.083 57.250 -198.083 11.250 0.667 Bot Leg 2 46.000 -216.667 46.000 -198.083 18.583 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 -134572.009 -339131.741 33518.820 89947.170 167707.170 Top Leg 2 0.240 COMB25 258720.020 -328930.807 72792.232 209769.228 338217.228 Bot Leg 1 0.240 COMB22 -125234.031 -3943.541 33518.820 93167.349 170927.349 Bot Leg 2 0.240 COMB25 274144.976 -1056853.131 72792.232 211620.223 340068.223 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 39 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW3 Story Label: 2ND Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 48.677 Top 48.677 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 45 1.000 #5 0.125 Yc Ordinate 202.953 202.953 Zc Ordinate 0.000 10.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 23.472 576000.000 8640000.000 1.000 Bottom SWCONC 23.472 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0036 0.0058 COMB26 67459.697 1499172.262 -4660573.62 Bottom 0.0034 0.0058 COMB26 96891.621 1490548.697 -4320847.66 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 46.000 -216.667 46.000 -198.083 18.583 0.667 Top Leg 2 46.000 -198.083 57.250 -198.083 11.250 1.000 Bot Leg 1 46.000 -216.667 46.000 -198.083 18.583 0.667 Bot Leg 2 46.000 -198.083 57.250 -198.083 11.250 1.000 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 381345.074-1052864.197 43337.600 161695.869 290143.869 Top Leg 2 0.360 COMB9 372340.868 365355.625 39923.914 206974.053 323614.053 Bot Leg 1 0.240 COMB14 404947.116 -619488.197 43337.600 227316.480 355764.480 Bot Leg 2 0.360 COMB9 393773.216 -33883.517 39923.914 209545.935 326185.935 N ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 40 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER S ECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SWS Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 32.750 177.250 60.000 Top 32.750 177.250 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.667 576000.000 8640000.000 1.000 Bottom SWCONC 17.667 576000.000 8640000.000 1.000 F- a ` 1 C Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 68261.279 70265.102 300559.496 Bottom 0.0025 0.0044 COMB26 90257.405 -62397.265 633398.129 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Bot Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 115070.251 1020393.675 111573.305 268668.783 451836.783 Bot Leg 1 0.240 COMB10 148726.974 -95339.373 111573.305 272707.590 455875.590 EO ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 41 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW5 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 32.750 177.250 50.000 Top 32.750 177.250 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.667 576000.000 8640000.000 1.000 Bottom SWCONC 17.667 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 154159.016 41292.465 907827.826 Bottom 0.0025 0.0044 COMB26 176155.143 -41316.532 574652.252 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Bot Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 258016.479 1414508.790 213852.005 285822.330 468990.330 Bot Leg 1 0.240 COMB10 291673.202 -724011.265 213852.005 289861.137 473029.137 C] ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 42 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW5 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 32.750 177.250 40.000 Top 32.750 177.250 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 44 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.667 576000.000 6640000.000 1.000 Bottom SWCONC 17.667 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 248474.116 40024.154 977145.171 Bottom 0.0025 0.0044 COMB26 270470.242 -38499.405 670527.460 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Bot Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 425237.616 1079102.968 216169.622 305888.867 489056.867 Bot Leg 1 0.240 COMB10 458894.340-1082593.255 216169.622 309927.674 493095.674 C] ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 43 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW5 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 32.750 177.250 30.000 Top 32.750 177.250 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.667 576000.000 8640000.000 1.000 Bottom SWCONC 17.667 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 331914.260 49358.625 1017370.767 Bottom 0.0025 0.0044 COMB26 353910.386 -46480.142 877087.307 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Bot Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 534334.796 464746.555 211031.282 318980.528 502148.528 Bot Leg 1 0.240 COMB10 567991.519- 1645566.263 211031.282 323019.335 506187.335 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 44 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW5 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 32.750 177.250 20.000 Top 32.750 177.250 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.667 576000.000 8640000.000 1.000 Bottom SWCONC 17.667 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 396403.701 69041.350 1505223.302 Bottom 0.0025 0.0044 COMB26 418399.827 -75971.756 -256333.595 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Bot Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 314505.295 -66158.392 210367.687 292600.988 475768.988 Bot Leg 1 0.240 COMB22 336501.421- 2169835.266 210367.687 295240.523 478408.523 C] ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 45 DETAILED OUTP UT DATA - UNI FORM REINFORCING PIER S ECTION - DESIGN (ACI 318-05/IBC 200 3) Pier Label : SWS Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 32.750 177.250 10.000 Top 32.750 177.250 20.000 Flags and Fac tors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinf orcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.667 576000.000 8640000.000 1.000 Bottom SWCONC 17.667 576000.000 8640000.000 1.000 Fl l D i D t exura es gn a a Station Required Current Flexural Location Reinf Ratio R einf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 387085.281 7167.901 1562141.704 Bottom 0.0025 0.0044 COMB26 409081.407 -6057.683 -795620.297 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Bot Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 474231.130 3406967.434 243419.359 311768.088 494936.088 Bot Leg 1 0.240 COMB21 496227.257 972773.839 243419.359 314407.624 497575.624 H ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 46 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW5 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 32.750 177.250 0.000 Top 32.750 177.250 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.667 576000.000 8640000.000 1.000 Bottom SWCONC 17.667 576000.000 8640000.000 1.000 to, Flexural Design Data Station Required Current Location Reinf Ratio Reinf Ratio Top 0.0025 0.0044 Bottom 0.0025 0.0044 Flexural Combo Pu M2u M3u COMB26 190463.199 -1310.620-1350840.816 COMB26 212459.325 -967.677 -31670.584 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Bot Leg 1 19.500 -177.250 46.000 -177.250 26.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 186663.597-2176207.799 156519.202 277259.984 460427.984 Bot Leg 1 0.240 COMB22 208659.723 -611015.778 156519.202 279899.520 463067.520 C401 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 47 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 68.167 86.458 80.000 Top 68.167 86.458 90.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 tw Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 25892.602 -11717.643 -72673.190 Bottom 0.0025 0.0048 COMB26 33086.303 11372.830 7212.296 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 87545.446 -294852.032 32861.483 89835.726 149739.726 Bot Leg 1 0.240 COMB9 98552.676 33762.799 32861.483 95176.877 155080.877 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 48 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 9TH C , Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 70.000 Top 68.167 86.458 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 69628.479 -6323.373 -114294.870 Bottom 0.0025 0.0048 COMB26 76822.180 5608.318 133256.019 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 167677.537 215590.088 34324.817 103471.860 163375.860 Bot Leg 1 0.240 COMB10 178684.767 -127658.086 34324.817 104792.728 164696.728 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 49 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 60.000 Top 68.167 86.458 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 129526.957 -3091.795 -101544.084 Bottom 0.0025 0.0048 COMB26 136720.659 2375.034 56561.996 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu vu phi Vc phi Vn Top Leg 1 0.240 COMB13 140248.884 150262.207 28290.385 100180.422 160084.422 Bot Leg 1 0.240 COMB13 151256.115 -132641.642 28290.385 101501.289 161405.289 A ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 50 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 50.000 Top 68.167 86.458 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 169783.414 -3370.765 -23541.507 Bottom 0.0025 0.0048 COMB26 176977.115 3328.768 37652.855 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 237186.611 240969.501 49125.105 94716.540 169596.540 Bot Leg 1 0.240 COMB10 248193.842 -250281.547 49125.105 94716.540 169596.540 11 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 51 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 40.000 Top 68.167 86.458 50.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Fl l D i D t exura es gn a a Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 204104.120 -4325.347 -83799.328 Bottom 0.0025 0.0048 COMB26 211297.821 4493.166 106731.497 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 276054.695 83675.762 35505.337 94716.540 169596.540 Bot Leg 1 0.240 COMB10 287061.925 -271377.609 35505.337 94716.540 169596.540 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 52 DETAILED OUTPUT DATA - UN IFORM REINFO RCING PIER SECTION - DES IGN (ACI 318 -OS/IBC 2003) Pier Label : SW6 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 30.000 Top 68.167 86.458 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 279303.570 -2077.496 - 339574.831 Bottom 0.0025 0.0048 COMB26 286497.271 3186.253 518227.345 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 279303.570 -339574.831 85780.218 94716.540 169596.540 Bot Leg 1 0.240 COMB26 286497.271 518227.345 85780.218 94716.540 169596.540 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 53 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 20.000 Top 68.167 86.458 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 390556.731 -4100.713 147044.130 Bottom 0.0025 0.0048 COMB26 397750.433 3509.735 -2679.790 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 390556.731 147044.130 14972.392 94716.540 169596.540 Bot Leg 1 0.240 COMB26 397750.433 -2679.790 14972.392 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 54 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 10.000 Top 68.167 86.458 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 477962.440 -7983.925 -139888.297 Bottom 0.0025 0.0048 COMB26 485156.142 7290.262 -83250.085 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 535529.984 137945.986 28073.132 94716.540 169596.540 Bot Leg 1 0.240 COMB9 546537.214 -142785.331 28073.132 94716.540 169596.540 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 55 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW6 Story Label: 2ND E Flexural Design Data Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 86.458 0.000 Top 68.167 86.458 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 632447.726 -8904.049 -510740.529 Bottom 0.0025 0.0048 COMB26 639641.427 -672.917 413673.389 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Bot Leg 1 63.833 -86.458 72.500 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 1023503.536 -677067.249 126358.212 257713.725 332593.725 Bot Leg 1 0.240 COMB2 1033904.069 586514.866 126358.212 259273.805 334153.805 n ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 56 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label SW8 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 68.167 77.250 80.000 Top 68.167 77.250 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 55600.830 12463.258 -71457.585 Bottom 0.0025 0.0048 COMB26 62794.532 -11511.534 -9736.491 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 10923.707 -280721.396 44007.433 84661.401 144565.401 Bot Leg 1 0.240 COMB9 21930.938 159352.932 44007.433 85982.268 145886.268 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units: lb-ft July 23, 2007 7:28 PAGE 57 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SWB Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 70.000 Top 68.167 77.250 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 99034.730 14395.823 -34634.442 Bottom 0.0025 0.0048 COMB26 106228.431 -14126.862 -43418.564 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 94764.444 -316490.873 58803.548 94722.289 154626.289 Bot Leg 1 0.240 COMB9 105771.674 271544.605 58803.548 96043.157 155947.157 Elk ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 58 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW8 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 60.000 Top 68.167 77.250 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 117804.371 15023.912 56014.870 Bottom 0.0025 0.0048 COMB26 124998.073 -15343.089 -44295.867 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 179339.805 -195743.522 49994.004 104871.332 164775.332 Bot Leg 1 0.240 COMB9 190347.036 304196.517 49994.004 106192.200 166096.200 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 59 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW8 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 50.000 Top 68.167 77.250 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 146268.513 14019.657 70232.868 Bottom 0.0025 0.0048 COMB26 153462.214 -14253.355 -42200.180 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 261691.289 -66996.116 43590.293 94716.540 169596.540 Bot Leg 1 0.240 COMB9 272698.519 368906.812 43590.293 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 60 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW8 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 40.000 Top 68.167 77.250 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 181425.305 14527.672 -3439.419 Bottom 0.0025 0.0048 COMB26 188619.006 -15542.287 -39782.387 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in-2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 358612.491 -49364.723 45681.693 94716.540 169596.540 Bot Leg 1 0.240 COMB9 369619.722 407452.205 45681.693 94716.540 169596.540 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 61 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW8 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 30.000 Top 68.167 77.250 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 273094.157 19611.618 -83605.185 Bottom 0.0025 0.0048 COMB26 280287.859 -18950.688 145724.271 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 271812.061 -289824.349 34594.392 94716.540 169596.540 Bot Leg 1 0.240 COMB22 279005.762 56119.568 34594.392 94716.540 169596.540 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 62 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW8 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 20.000 Top 68.167 77.250 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 249962.498 20095.922 456318.695 Bottom 0.0025 0.0048 COMB26 257156.200 -21175.666 -345756.219 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 228653.863 514637.739 83002.841 94716.540 169596.540 Bot Leg 1 0.240 COMB21 235847.565 -315390.674 83002.841 94716.540 169596.540 L' ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 63 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label SW8 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 10.000 Top 68.167 77.250 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 198030.685 19041.758 213408.700 Bottom 0.0025 0.0048 COMB26 205224.387 -19724.794 -383828.201 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 565641.844 226752.523 68699.116 189034.471 263914.471 Bot Leg 1 0.240 COMB2 576042.376 -460238.634 68699.116 190594.551 265474.551 • ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 64 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW8 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.167 77.250 0.000 Top 68.167 77.250 10.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 187556.752 4615.243 -239887.921 Bottom 0.0025 0.0048 COMB26 194750.454 -1445.971 330080.542 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Bot Leg 1 63.833 -77.250 72.500 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 574836.969 -442228.784 98121.123 190413.740 265293.740 Bot Leg 1 0.240 COMB2 585237.502 538982.445 98121.123 191973.820 266853.820 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 65 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-OS/IBC 2003) Pier Label : SW9 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 63.833 81.854 80.000 Top 63.833 81.854 90.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 44 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 68607.902 3313.271 -115821.311 Bottom 0.0025 0.0045 COMB26 76251.210 -1754.685 173094.962 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 .77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 89704.831 -770406.988 123801.066 99324.545 162972.545 Bot Leg 1 0.240 COMB13 101400.013 467603.675 123801.066 100727.967 164375.967 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 66 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW9 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 90.000 Bottom 63.833 81.854 70.000 Top 63.833 81.854 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 r Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 100000.886 1545.965 219388.967 Bottom 0.0025 0.0045 COMB26 107644.194 -1499.273 -116017.476 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Location in^2/ft Top Leg 1 0.240 Bot Leg 1 0.240 Shear Capacity Capacity Combo Pu Mu Vu phi Vc phi Vn COMB13 110655.979 -627743.973 116061.918 101838.683 165486.683 COMB13 122351.161 532875.211 116061.918 103242.105 166890.105 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 67 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW9 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 63.833 81.854 60.000 Top 63.833 81.854 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 a Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 136736.175 980.547 186118.450 Bottom 0.0025 0.0045 COMB26 144379.483 -504.352 -238828.194 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 159473.173 -603510.536 126599.705 107696.746 171344.746 Bot Leg 1 0.240 COMB13 171168.355 662486.519 126599.705 109100.168 172748.168 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 68 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW9 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 90.000 Bottom 63.833 81.854 50.000 Top 63.833 81.854 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 L*]. Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 160910.823 141.408 54618.827 Bottom 0.0025 0.0045 COMB26 168554.131 -583.623 -101555.521 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 158449.979 -307244.180 83649.701 107573.963 171221.963 Bot Leg 1 0.240 COMB13 170145.161 529252.835 83649.701 108977.385 172625.385 0 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 69 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-OS/IBC 2003) Pier Label : SW9 Story Label: 6TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 63.833 Top 63.833 Yc Ordinate 81.854 81.854 Zc Ordinate 40.000 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 211096.754 1602.626 62886.724 Bottom 0.0025 0.0045 COMB26 218740.062 -1751.350 -61711.410 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Sot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 233899.955 -466954.406 129915.008 100636.324 180196.324 Bot Leg 1 0.240 COMB13 245595.137 832195.675 129915.008 100636.324 180196.324 e ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 70 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW9 Story Label: 5TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 63.833 Top 63.833 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Yc Ordinate 81.854 81.854 Zc Ordinate 30.000 40.000 Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Location Reinf Ratio Reinf Ratio Top 0.0025 0.0045 Bottom 0.0025 0.0045 Flexural Combo Pu M2u M3u COMB26 254142.226 3921.839 431737.851 COMB26 261785.534 -4574.141 -374812.077 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 405039.286 -518159.416 118688.425 100636.324 180196.324 Bot Leg 1 0.240 COMB13 416734.468 668724.833 118688.425 100636.324 180196.324 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 71 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW9 Story Label: 4TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 63.833 Top 63.833 Yc Ordinate 81.854 81.854 Zc Ordinate 20.000 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 301974.996 -2219.880 393899.571 Bottom 0.0025 0.0045 COMB26 309618.304 981.196 -603568.961 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 301974.996 393899.571 99746.853 100636.324 180196.324 Bot Leg 1 0.240 COMB26 309618.304 -603568.961 99746.853 100636.324 180196.324 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 72 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW9 .Story Label: 3RD Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.000 Bottom 63.833 Top 63.833 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc Ordinate 81.854 81.854 Zc Ordinate 10.000 20.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 436224.217 324.201 162376.289 Bottom 0.0025 0.0045 COMB26 443867.525 1125.208 -642447.889 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 317594.226 513882.439 112142.642 100636.324 180196.324 Bot Leg 1 0.240 COMB25 325237.534 -607543.986 112142.642 100636.324 180196.324 e ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 73 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW9 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 90.000 Bottom 63.833 81.854 0.000 Top 63.833 81.854 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 434158.002 4084.842 -94152.616 Bottom 0.0025 0.0045 COMB26 441801.310 -3332.314 -718972.639 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Bot Leg 1 63.833 -86.458 63.833 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 313846.123 106526.373 78012.534 100636.324 180196.324 Bot Leg 1 0.240 COMB25 321489.430 -673598.970 78012.534 100636.324 180196.324 a. ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 74 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 86.458 80.000 Top 86.833 86.458 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 28851.448 -3315.933 109567.981 Bottom 0.0025 0.0048 COMB26 36045.149 3742.845 -112459.782 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 56328.778 454352.695 67968.329 90110.009 150014.009 Bot Leg 1 0.240 COMB10 67336.009 -225330.593 67968.329 91430.877 151334.877 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 75 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 86.833 86.458 70.000 Top 86.833 86.458 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f1c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 74610.377 11.024 21777.290 Bottom 0.0025 0.0048 COMB26 81804.079 -1142.470 -68890.566 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 155121.969 313973.044 58014.460 101965.192 161869.192 Bot Leg 1 0.240 COMB10 166129.199 -266171.557 58014.460 103286.060 163190.060 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 76 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SE CTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 86.458 60.000 Top 86.833 86.458 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 121858.227 3345.801 105843.917 Bottom 0.0025 0.0048 COMB26 129051.928 -2774.88'3 -96752.824 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 217849.326 223685.728 40379.907 109492.475 169396.475 Bot Leg 1 0.240 COMB10 228856.556 -180113.346 40379.907 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 77 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 86.458 50.000 Top 86.833 86.458 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 172417.161 907.159 86038.894 Bottom 0.0025 0.0048 COME26 179610.863 -810.535 -24489.617 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 266640.997 209213.179 38524.813 94716.540 169596.540 Bot Leg 1 0.240 COMB10 277648.228 -176034.950 38524.813 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 78 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 86.458 40.000 Top 86.833 86.458 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 212667.757 -473.801 32989.687 Bottom 0.0025 0.0048 COMB26 219861.459 -86.408 -112642.755 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 344863.051 47013.869 46703.586 94716.540 169596.540 Bot Leg 1 0.240 COMB10 355870.281 -420021.986 46703.586 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 79 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 86.458 30.000 Top 86.833 86.458 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 226842.416 3123.763 -119649.726 Bottom 0.0025 0.0048 COMB26 234036.118 -2699.542 218028.470 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 363511.916 282355.402 52402.453 94716.540 169596.540 Bot Leg 1 0.240 COMB13 374519.146 -241669.128 52402.453 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 80 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 86.833 86.458 20.000 Top 86.833 86.458 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 310057.720 4810.801 519043.990 Bottom 0.0025 0.0048 COMB26 317251.422 -5871.359 -480799.886 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 270144.710 567009.484 100235.269 94716.540 169596.540 Bot Leg 1 0.240 COMB21 277338.411 -435343.207 100235.269 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 81 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 86.458 10.000 Top 86.833 86.458 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 491975.703 6187.126 328990.597 Bottom 0.0025 0.0048 COMB26 499169.404 -7333.797 -475950.853 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 824379.525 564613.200 133776.112 227845.123 302725.123 Bot Leg 1 0.240 COMB2 834780.057 -773147.917 133776.112 229405.203 304285.203 ( ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 82 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER S ECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW10 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 86.458 0.000 Top 86.833 86.458 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 590050.571 -4107.970 -140072.279 Bottom 0.0025 0.0048 COMB26 597244.273 -737.928 276037.717 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Bot Leg 1 82.500 -86.458 91.167 -86.458 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 984970.976 -259951.051 75815.582 251933.841 326813.841 Bot Leg 1 0.240 COMB2 995371.508 498204.772 75815.582 253493.921 328373.921 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 83 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SWll Aw 1w Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 91.167 81.854 80.000 Top 91.167 81.854 90.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 62550.800 -4517.345 28864.229 Bottom 0.0025 0.0045 COMB26 70194.108 3209.422 77057.845 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 174755.688 -23206.868 16479.628 136913.310 216473.310 Bot Leg 1 0.240 COMB2 185806.254 141589.411 16479.628 138570.895 218130.895 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 84 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW11 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 91.167 81.854 70.000 Top 91.167 81.854 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 91754.363 -1133.254 164107.506 Bottom 0.0025 0.0045 COMB26 99397.671 1406.026 -69618.905 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 189230.945 257779.443 45536.269 111267.679 174915.679 Bot Leg 1 0.240 COMB14 200926.127 -197583.244 45536.269 112671.101 176319.101 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 85 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW11 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 91.167 81.854 60.000 Top 91.167 81.854 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 139254.245 -1738.207 219196.986 Bottom 0.0025 0.0045 COMB26 146897.553 1726.880 -197169.865 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in A2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 134440.863 -213008.192 51973.030 104692.869 168340.869 Bot Leg 1 0.240 COMB25 142084.171 306722.111 51973.030 105610.066 169258.066 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 86 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Age* Pier Label : SW11 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 000 90.000 10 Bottom 91.167 81.854 50.000 . Top 91.167 81.854 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 186414.527 -1307.743 102747.777 Bottom 0.0025 0.0045 COMB26 194057.835 708.431 -160561.138 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 Bot Leg 1 91.167 91.167 -86.458 -86.458 91.167 91.167 -77.250 -77.250 9.208 9.208 0.667 0.667 Shear Design Data Station Location Rebar inA2/ft Shear Combo Pu Mu Vu Capacity phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB26 COMB26 186414.527 194057.835 102747.777 -160561.138 26330.891 26330.891 110929.709 111846.906 174577.709 175494.906 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 87 DETAILED OUTPUT DATA - UNIFORM REINFOR CING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SWil Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 91.167 81.854 40.000 Top 91.167 81.854 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 195563.979 -836.324 -8906.151 Bottom 0.0025 0.0045 COMB26 203207.287 1903.319 1030.708 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 175153.073 -130906.410 63449.878 109578.334 173226.334 Bot Leg 1 0.240 COMB25 182796.381 503592.373 63449.878 110495.531 174143.531 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 88 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SWll Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 91.167 81.854 30.000 Top 91.167 81.854 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 0 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 295518.404 446.622 212092.313 Bottom 0.0025 0.0045 COMB26 303161.712 -1601.623 -171583.275 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Capacity Capacity Station Rebar " Shear Mu Vu phi Vc phi Vn Location 2/ft in Combo Pu Top Leg 1 0.240 COMB2 599598.641 405539.022 54721.689 200639.753 280199.753 338 Bot Leg 1 0.240 COMB2 610649.206 -141677.865 54721.689 202297.338 281857. ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 89 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW11 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 90.000 Bottom 91.167 81.854 20.000 Top 91.167 81.854 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c . fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 328836.901 -4226.468 465810.909 Bottom 0.0025 0.0045 COMB26 336480.209 3524.668 -528205.531 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 328836.901 465810.909 99401.644 100636.324 180196.324 Bot Leg 1 0.240 COMB26 336480.209 -528205.531 99401.644 100636.324 180196.324 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 90 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW11 Story Label: 3RD Location Data Pier Axis Station Xc YC Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 91.167 81.854 10.000 Top 91.167 81.854 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0045 COMB26 292906.970 -2799.213 634918.636 Bottom 0.0025 0.0045 COMB26 300550.278 4648.186-1171132.287 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Station Location Rebar in'2/ft Shear Combo Capacity Pu Mu Vu phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.353 0.350 COMB25 COMB25 255515.930 1012196.848 212957.279 119221.877 263159.238-1117375.945 212957.279 120139.074 212957.279 212957.279 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 91 DETAILED OUTPUT DATA - UNIFORM REINFOR CING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW11 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 91.167 81.854 0.000 Top 91.167 81.854 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.139 576000.000 8640000.000 1.000 Bottom SWCONC 6.139 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0045 COMB26 397357.398 2579.091 -247049.116 Bottom 0.0025 0.0045 COMB26 405000.706 -2916.240 -594669.131 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Bot Leg 1 91.167 -86.458 91.167 -77.250 9.208 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 357556.089 -758.727 57154.045 100636.324 180196.324 Bot Leg 1 0.240 COMB25 365199.397 -572299.180 57154.045 100636.324 180196.324 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 92 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) CW Pier Label : SW12 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 77.250 80.000 Top 86.833 77.250 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8 640000.000 1.000 Bottom SWCONC 5.778 576000.000 8 640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 65919.737 10276.971 192741.898 Bottom 0.0025 0.0048 COMB26 73113.439 -8994.594 -117416.040 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Bot Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 68413.213 634953.697 91886.623 91560.141 151464.141 Bot Leg 1 0.240 COMB10 79420.443 -283912.535 91886.623 92881.009 152785.009 C; ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 93 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW12 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 77.250 70.000 Top 86.833 77.250 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 113294.890 10310.638 2381.152 Bottom 0.0025 0.0048 COMB26 120488.591 -9683.041 6723.976 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 Bot Leg 1 82.500 82.500 -77.250 -77.250 91.167 91.167 -77.250 -77.250 8.667 8.667 0.667 0.667 Shear Design Data Station Location Rebar in°2/ft Shear Combo Pu Mu Vu Capacity phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB10 COMB10 139940.744 150947.974 271654.059 -200739.886 47239.395 47239.395 100143.445 101464.313 160047.445 161368.313 c ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 94 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW12 AWK Story Label: 8TH Location Data Pier Axis Station XC Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 77.250 60.000 Top 86.833 77.250 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC i 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 136056.504 10803.821 -12371.506 Bottom 0.0025 0.0048 COMB26 143250.206 -10889.172 21369.814 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Bot Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 191439.571 239053.170 46411.501 106323.304 166227.304 Bot Leg 1 0.240 COMB10 202446.801 -225061.842 46411.501 107644.172 167548.172 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 95 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label SW12 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 77.250 50.000 Top 86.833 77.250 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Ago- Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 157092.194 10371.444 -474.200 Bottom 0.0025 0.0048 COMB26 164285.896 -10717.760 6519.248 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Bot Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 256883.550 303798.103 61416.336 94716.540 169596.540 Bot Leg 1 0.240 COMB10 267890.780 -310365.254 61416.336 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 96 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW12 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 000 0.000 10 Bottom 86.833 77.250 40.000 . Top 86.833 77.250 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Mau Location Reinf Ratio Reinf Ratio Combo Pu M2u Top 0.0025 0.0048 COMB26 194301.809 8892.475 -24959.078 Bottom 0.0025 0.0048 COMB26 201495.510 -8598.980 -14166.467 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 Bot Leg 1 82.500 82.500 -77.250 -77.250 91.167 91.167 -77.250 -77.250 8.667 8.667 0.667 0.667 Shear Design Data Station Location Rebar in'2/ft Shear Combo Pu Mu Vu Capacity phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB10 COMB10 364214.241 375221.471 195368.405 -546427.925 74179.633 74179.633 94716.540 94716.540 169596.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 97 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW12 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 77.250 30.000 Top 86.833 77.250 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 44 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 230494.079 10742.726 -175848.703 Bottom 0.0025 0.0048 COMB26 237687.781 -10561.679 330355.166 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Bot Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 521384.792 382458.743 75759.790 94716.540 169596.540 Bot Leg 1 0.240 COMB13 532392.022 -375139.160 75759.790 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 98 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW12 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 86.833 77.250 20.000 Top 86.833 77.250 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 215198.039 12631.460 171363.948 Bottom 0.0025 0.0048 COMB26 222391.740 -12655.827 23653.481 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Bot Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 591126.494 200386.065 22540.564 94716.540 169596.540 Bot Leg 1 0.240 COMB9 602133.724 -25019.571 22540.564 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 99 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW12 Story Label: 3RD Location Data Pier Axis Station Xc - Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 86.833 77.250 10.000 Top 86.833 77.250 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 190131.945 15686.791 -100209.441 Bottom 0.0025 0.0048 COMB26 197325.646 -19237.402 -132917.281 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Bot Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 694473.975 473545.647 107447.850 94716.540 169596.540 Bot Leg 1 0.240 COMB9 705481.206 -600932.857 107447.850 94716.540 169596.540 s ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 100 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SE CTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW12 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 86.833 77.250 0.000 Top 86.833 77.250 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 i Flexural Des gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 131504.212 3801.056 -466386.768 Bottom 0.0025 0.0048 COMB26 138697.913 -1186.062 405141.982 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Bot Leg 1 82.500 -77.250 91.167 -77.250 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 628961.833 -715464.440 146388.247 198532.469 273412.469 Bot Leg 1 0.240 COMB2 639362.366 748418.028 146388.247 200092.549 274972.549 i 4 u i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units: lb-ft July 23 , 2007 7:28 PAGE 101 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER S ECTION - DESIGN (ACI 318 -05/IBC 2003) Pier Label : SW14 Story Label: 10TH Location Data Pier Axis Station Xc YC ZC Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 69.750 80.000 Top 66.854 69.750 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover c #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt 1 Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 -11706.613 4069.726 -32179.342 Bottom 0.0025 0.0044 COMB26 -2334.050 -3441.016 - 116838.375 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 22306.649 -41808.156 9921.597 111272.954 189320.954 Bot Leg 1 0.240 COMB14 36647.799 -141024.130 9921.597 78592.411 156640.411 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 102 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW14 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 69.750 70.000 Top 66.854 69.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 48025.709 10581.926 18333.440 Bottom 0.0025 0.0044 COMB26 57398.273 -12524.805 -226580.652 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 48025.709 18333.440 24491.409 114359.242 192407.242 Bot Leg 1 0.240 COMB26 57398.273 -226580.652 24491.409 115483.949 193531.949 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 103 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AsK, Pier Label : SW14 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 69.750 60.000 Top 66.854 69.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 101953.422 13030.792 175607.335 Bottom 0.0025 0.0044 COMB26 111325.985 -10486.542 -102212.721 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 241504.664 321248.281 53266.117 137576.716 215624.716 Bot Leg 1 0.240 COMB10 255845.815 -211412.885 53266.117 139297.654 217345.654 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 104 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW14 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 66.854 69.750 50.000 Top 66.854 69.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Fl l D i D t gn a a exura es Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 159678.546 6089.584 153108.317 Bottom 0.0025 0.0044 COMB26 169051.109 -6770.988 28855.083 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 335920.883 400220.009 53419.306 123404.723 220964.723 Bot Leg 1 0.240 COMB10 350262.034 -133973.050 53419.306 123404.723 220964.723 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 105 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW14 Adw Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 69.750 40.000 Top 66.854 69.750 50.000 Flags and Fac tors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 246304.605 6792.954 -91025.797 Bottom 0.0025 0.0044 COMB26 255677.168 -7267.628 -147161.355 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 538019.734 -184391.017 47291.206 123404.723 220964.723 Bot Leg 1 0.240 COMB10 552360.884 -657303.078 47291.206 123404.723 220964.723 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 106 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SE CTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW14 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 66.854 69.750 30.000 Top 66.854 69.750 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Fl l i exura Des gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 196848.896 10468.856 2131.085 Bottom 0.0025 0.0044 COMB26 206221.459 -9344.662 309980.547 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 208287.499 -458817.050 57101.784 133590.656 211638.656 Bot Leg 1 0.240 COMB22 217660.062 112200.789 57101.784 134715.364 212763.364 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 107 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW14 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 69.750 20.000 Top 66.854 69.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 320833.817 14935.003 498569.196 Bottom 0.0025 0.0044 COMB26 330206.381 -22122.688 -536045.797 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 241298.168 705987.683 116286.689 137551.937 215599.937 Bot Leg 1 0.240 COMB21 250670.731 -456879.205 116286.689 138676.644 216724.644 i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 108 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW14 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 69.750 10.000 Top 66.854 69.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinf orcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 i Flexural Des gn Data Station Required Current Flexural Location Reinf Ratio R einf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 462405.647 24317.289 300612.660 Bottom 0.0025 0.0044 COMB26 471778.210 -26568.570 -328240.931 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 399258.531 423811.869 76929.668 123404.723 220964.723 Bot Leg 1 0.240 COMB21 408631.094 -345484.814 76929.668 123404.723 220964.723 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 109 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW14 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 69.750 0.000 Top 66.854 69.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 494021.039 8070.584 -356293.613 Bottom 0.0025 0.0044 COMB26 503393.602 -2512.880 395294.652 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Bot Leg 1 61.208 -69.750 72.500 -69.750 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 956546.794 -611548.870 117516.651 279227.215 376787.215 Bot Leg 1 0.240 COMB2 970097.488 563617.639 117516.651 281259.819 378819.819 a ) f ( ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 110 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW15 Story Label: 10TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.000 Bottom 72.500 Top 72.500 Yc Ordinate 62.438 62.438 Zc Ordinate 80.000 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 41183.135 -8376.603 608430.178 Bottom 0.0025 0.0046 COMB26 53322.506 5922.644 -21074.194 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Bot Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 115923.644 1004975.103 120830.671 154564.900 255652.900 Bot Leg 1 0.240 COMB14 134498.345 -203331.604 120830.671 156793.864 257881.864 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 111 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER S ECTION - DESIGN (ACI 318 -05/IBC 2003) Pier Label : SW15 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 90.000 Bottom 72.500 62.438 70.000 Top 72.500 62.438 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 X576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 53651.057 -3651.314 844276.288 Bottom 0.0025 0.0046 COMB26 65790.428 4407.224 - 555440.461 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Bot Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 164985.625 1113183.471 196764.285 160452.338 261540.338 Bot Leg 1 0.240 COMB14 183560.326 -854459.377 196764.285 162681.302 263769.302 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 112 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) Adwh Pier Label : SW15 ' too Story Label: 8TH ' Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 72.500 62.438 60.000 EI Top 72.500 62.438 70.000 Flags and Factors Y' Design RLLF RLLF Design Active Source Factor Type B Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover ) #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 65164.895 -4835.722 655871.407 Bottom 0.0025 0.0046 COMB26 77304.267 5556.463 -982123.124 Pier Leg Location, Length and Thickness (Used for Shear Design and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Bot Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 201698.622 822517.998 215372.842 164857.897 265945.897 Bot Leg 1 0.240 COMB14 220273.323 -1331210.419 215372.842 167086.861 268174.861 1 P ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 113 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) AWN Pier Label : SW15 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 72.500 62.438 40.000 Top 72.500 62.438 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 113063.952 -6238.650 466757.639 Bottom 0.0025 0.0046 COMB26 125203.324 7443.254-1043866.550 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Bot Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 299443.336 627508.445 225702.358 176587.263 277675.263 Bot Leg 1 0.240 COMB14 318018.037 -1629515.134 225702.358 178816.227 279904.227 G" t. ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 114 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318 -05/IBC 2003) Pier Label : SW15 Story Label: 4TH Location Data ti Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 72.500 62.438 20.000 Top 72.500 62.438 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 233803.354 -7604.296 1 304663.824 Bottom 0.0025 0.0046 COMB26 245942.726 7757.463-1 930499.563 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Bot Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.368 COMB26 233803.354 1304663.824 323516.339 168710.465 323516.339 Bot Leg 1 0.364 COMB26 245942.726-1930499.563 323516.339 170167.190 323516.339 6 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 115 DETAILED OUTPUT DATA - UNI FORM REINFOR CING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW15 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 72.500 62.438 10.000 Top 72.500 62.438 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 ARK Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 263352.249 -3834.087 1207634.835 Bottom 0.0025 0.0046 COMB26 275491.621 3764.946-2612630.602 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Bot Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.558 COMB25 389517.036 2093654.527 422424.126 187396.107 422424.126 Bot Leg 1 0.555 COMB25 401656.407 -2130586.734 422424.126 188852.831 422424.126 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 116 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW15 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 72.500 62.438 0.000 Top 72.500 62.438 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0046 COMB26 237560.849 3787.027 -223533.667 Bottom 0.0025 0.0046 COMB26 249700.221 -1378.303-2169872.061 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Bat Leg 1 72.500 -69.750 72.500 -55.125 14.625 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 358982.804 516993.712 227277.120 183731.999 284819.999 Bat Leg 1 0.240 COMB25 371122.175-1755777.483 227277.120 159834.162 286194.162 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 117 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW16 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 55.125 80.000 Top 66.854 55.125 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 45276.818 6776.954 216489.808 Bottom 0.0025 0.0044 COMB26 54649.381 -5461.783 -4607.082 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Bot Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 81029.397 495834.423 76519.851 118319.684 196367.684 Bot Leg 1 0.240 COMB13 95370.548 -269364.088 76519.851 120040.622 198088.622 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 118 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AWN Pier Label : SW16 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 66.854 55.125 70.000 Top 66.854 55.125 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 83941.737 19654.602 24646.801 Bottom 0.0025 0.0044 COMB26 93314.300 -28812.401 -21920.625 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Bot Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 89600.943 195420.778 31024.385 119348.270 197396.270 Bot Leg 1 0.240 COMB22 98973.507 -114823.075 31024.385 120472.977 198520.977 E ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 119 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW16 CA Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 55.125 60.000 Top 66.854 55.125 70.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 90019.207 28876.788 -95524.184 Bottom 0.0025 0.0044 COMB26 99391.770 -18947.254 -195589.999 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Bot Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 241383.969 446469.371 103152.178 137562.233 215610.233 Bot Leg 1 0.240 COMB10 255725.120 -585052.408 103152.178 139283.171 217331.171 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 120 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AWN, sh~ Pier Label : SW16 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 55.125 50.000 Top 66.854 55.125 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 56651.690 6046.822 101827.482 Bottom 0.0025 0.0044 COMB26 66024.254 -6012.684 -1843.397 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Bot Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in''2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 278549.990 821043.214 127387.066 142022.155 220070.155 Bot Leg 1 0.240 COMB10 292891.141 -452827.445 127387.066 123404.723 220964.723 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 121 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) Pier Label : SW16 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 66.854 55.125 40.000 Top 66.854 55.125 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 32627.428 8259.507 157753.871 Bottom 0.0025 0.0044 COMB26 41999.991 -12222.899 -56863.056 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Bot Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 414688.849 269744.785 146147.619 123404.723 220964.723 Bot Leg 1 0.240 COMB10 429030.000- 1191731.408 146147.619 123404.723 220964.723 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 122 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW16 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 66.854 55.125 30.000 Top 66.854 55.125 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 157278.919 15541.366 -198071.419 Bottom 0.0025 0.0044 COMB26 166651.482 -10922.247 653065.603 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Bot Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 319744.008 -537373.327 96731.763 123404.723 220964.723 Bot Leg 1 0.240 COMB22 329116.571 429944.304 96731.763 123404.723 220964.723 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 123 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW16 Story Label: 4TH Location Data Pier Axis Station Xc Yc ZC Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 66.854 55.125 20.000 Top 66.854 55.125 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.528 576000.000 8640000.000 1.000 Bottom SWCONC 7.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 98357.546 15045.414 61414.496 Bottom 0.0025 0.0044 COMB26 107730.109 -23248.145 69993.641 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Bot Leg 1 61.208 -55.125 72.500 -55.125 11.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 974385.725 -665427.624 82900.492 123404.723 220964.723 Bot Leg 1 0.240 COMB13 988726.876 163577.300 82900.492 123404.723 220964.723 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 124 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) ASK Pier Label : SW16 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.354 55.125 10.000 Top 68.354 55.125 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.528 576000.000 8640000.000 1.000 Bottom SWCONC 9.528 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 98109.393 26861.070 -317308.869 Bottom 0.0025 0.0044 COMB26 109972.084 -18067.752 -191168.962 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 75.500 -55.125 14.292 0.667 Bot Leg 1 61.208 -55.125 75.500 -55.125 14.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 489172.880 -487901.423 24475.289 135653.294 234437.294 Bot Leg 1 0.240 COMB25 501035.571 -243148.530 24475.289 156191.218 279671.218 3 ) ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 125 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW16 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 68.354 55.125 0.000 Top 68.354 55.125 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.528 576000.000 8640000.000 1.000 Bottom SWCONC 9.528 576000.000 8640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 -21115.439 -4154.030 -779289.644 Bottom 0.0025 0.0044 COMB26 -9252.748 -2144.471 488622.254 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -55.125 75.500 -55.125 14.292 0.667 Bot Leg 1 61.208 -55.125 75.500 -55.125 14.292 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 940012.261 -928715.460 159058.229 312812.179 436292.179 Bot Leg 1 0.240 COMB2 957163.139 661866.826 159058.229 315384.811 438864.811 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 126 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW17 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 61.208 62.438 80.000 Top 61.208 62.438 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural M3u Location Reinf Ratio Reinf Ratio Combo Pu M2u Top 0.0025 0.0046 COMB26 26758.421 6525.734 245218.636 Bottom 0.0025 0.0046 COMB26 38897.793 -3484.655 -273794.361 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 Bot Leg 1 61.208 61.208 -69.750 -69.750 61.208 61.208 -55.125 -55.125 14.625 14.625 0.667 0.667 Shear Design Data Station Location Rebar inA2/ft Shear Combo Pu Mu Vu Capacity phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB14 COMB14 65522.806 84097.507 225365.452 -360503.802 58586.925 58586.925 148516.799 150745.763 249604.799 251833.763 s ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 127 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW17 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 90.000 Bottom 61.208 62.438 50.000 Top 61.208 62.438 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 9.750 576000.000 8640000.000 1.000 Bottom SWCONC 9.750 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 18827.074 558.144 444338.268 Bottom 0.0025 0.0046 COMB26 30966.446 -921.136 -681453.910 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 61.208 -69.750 61.208 -55.125 14.625 0.667 Bot Leg 1 61.208 -69.750 61.208 -55.125 14.625 0.667 Shear Design Data Station Location Rebar in-2/ft Shear Combo Capacity Pu Mu Vu phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB14 COMB14 37644.823 404203.225 123281.153 145171.441 56219.524 -828608.304 123281.153 147400.406 246259.441 248488.406 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 128 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW19 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 219.833 87.750 80.000 Top 219.833 87.750 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8 640000.000 1.000 Bottom SWCONC 5.778 576000.000 8 640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 23757.708 370.034 -71896.578 Bottom 0.0025 0.0048 COMB26 31198.404 627.644 3556.481 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 64301.655 -388389.307 57768.637 91066.754 150970.754 Bot Leg 1 0.240 COMB9 61018.818 127209.776 57731.781 90672.814 150576.814 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 129 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW19 Story Label: 9TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 0.000 Bottom 219.833 Top 219.833 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc ordinate 87.750 87.750 Zc Ordinate 70.000 80.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 54762.745 670.317 -167445.273 Bottom 0.0025 0.0048 COMB26 64170.973 -1388.584 171789.662 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 109644.547 -491992.698 102509.195 96507.901 156411.901 Bot Leg 1 0.240 COMB9 108113.537 478488.296 102454.908 96324.180 156228.180 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 130 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW19 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 87.750 60.000 Top 219.833 87.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 92268.306 954.501 -79366.675 Bottom 0.0025 0.0048 COMB26 105089.002 -1866.828 122146.590 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 142307.720 -118981.383 46249.656 100427.482 160331.482 Bot Leg 1 0.240 COMB9 134709.850 262563.870 46183.281 99515.738 159419.738 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 131 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER S ECTION - DES IGN (ACI 318 -05/IBC 2003) Pier Label : SW19 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 87.750 50.000 Top 219.833 87.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 131624.183 966.726 -38496.703 Bottom 0.0025 0.0048 COMB26 147966.925 -2836.710 20427.130 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 76200.612 149200.633 43106.088 92494.629 152398.629 Bot Leg 1 0.240 COMB22 77629.211 -306852.296 43102.943 92666.061 152570.061 t ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 132 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DES IGN (ACI 318 -05/IBC 2003) Pier Label : SW19 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 87.750 40.000 Top 219.833 87.750 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 i gn Data Flexural Des Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 155317.530 -1652.384 2531.632 Bottom 0.0025 0.0048 COMB26 156251.932 25.382 5101.552 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 191857.334 170409.952 43253.823 106373.436 166277.436 Bot Leg 1 0.240 COMB10 192668.911 -306445.848 43273.511 106470.825 166374.825 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 133 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW19 AdPk Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 87.750 30.000 Top 219.833 87.750 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 189500.168 3668.342 -243883.924 Bottom 0.0025 0.0048 COMB26 220508.672 -3948.400 201457.042 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 81043.609 -389040.895 40630.338 80218.911 140122.911 Bot Leg 1 0.240 COMB22 110562.124 114209.373 40669.680 96618.010 156522.010 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 134 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW19 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 87.750 20.000 Top 219.833 87.750 30.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier.Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 277674.530 -882.671 -212029.853 Bottom 0.0025 0.0048 COMB26 284571.958 -2386.976 301056.620 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 170596.139 -342215.267 62943.642 103822.092 163726.092 Bot Leg 1 0.240 COMB22 173662.476 269463.941 62978.915 104190.053 164094.053 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 135 DETAILED OUTPUT DATA - UNIFORM REINFOR CING PIER SECTION - DESIGN (ACI 318 -05/IBC 2003) Pier Label : SW19 Story Label: 3RD Location Data e Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 87.750 10.000 Top 219.833 87.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 378215.097 5138.948 - 267009.808 Bottom 0.0025 0.0048 COMB26 433947.839 -8580.383 319570.328 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 421797.746 -449540.569 69313.706 167457.856 242337.856 Bot Leg 1 0.240 COMB2 485790.681 475458.854 69244.767 177056.797 251936.797 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 136 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW19 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 87.750 0.000 Top 219.833 87.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8 640000.000 1.000 Bottom SWCONC 5.778 576000.000 8 640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 545008.130 2641.759 -179789.756 Bottom 0.0025 0.0048 COMB26 602334.786 -10506.196 47512.580 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Bot Leg 1 215.500 -87.750 224.167 -87.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 414712.366 -147935.444 16411.107 94716.540 169596.540 Bot Leg 1 0.240 COMB10 431165.828 39400.992 16341.847 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 137 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW20 %of Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 224.167 78.750 80.000 Top 224.167 78.750 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8 640000.000 1.000 Bottom SWCONC 3.333 576000.000 8 640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 6545.646 62.871 -12155.333 Bottom 0.0025 0.0050 COMB26 10695.858 -145.340 5976.645 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 14598.673 -45490.872 7943.085 39135.937 73695.937 Bot Leg 1 0.240 COMB13 20948.998 33939.974 7943.085 36429.439 79629.439 I ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 138 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW20 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 90.000 Bottom 224.167 78.750 70.000 Top 224.167 78.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 30754.134 414.962 33814.034 Bottom 0.0025 0.0050 COMB26 34904.346 -371.537 -28075.685 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 33453.217 -57235.944 10921.712 36429.439 79629.439 Bot Leg 1 0.240 COMB25 37603.430 51981.173 10921.712 36429.439 79629.439 r i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 139 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW20 Story Label: 8TH Location Data Pier Axis Station Xc Height Angle Location , Ordinate 10.000 90.000 Bottom 224.167 Top 224.167 Yc Ordinate 78.750 78.750 Zc Ordinate 60.000 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 49910.408 -116.275 8974.558 Bottom 0.0025 0.0050 COMB26 54060.621 61.884 -8907.212 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 93845.083 -173631.258 35162.387 36429.439 79629.439 Bot Leg 1 0.240 COMB13 100195.409 177992.614 35162.387 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 140 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AWN Pier Label : SW20 Story Label: 7TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 224.167 Top 224.167 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 Yc Ordinate 78.750 78.750 Zc Ordinate 50.000 60.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 .0.0050 COMB26 55439.750 -352.521 33551.710 Bottom 0.0025 0.0050 COMB26 59589.963 360.597 -58952.838 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 109139.880 -102781.601 23310.150 36429.439 79629.439 Bot Leg 1 0.240 COMB13 115490.205 130319.901 23310.150 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 141 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Amok Pier Label : SW20 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 224.167 78.750 40.000 Top 224.167 78.750 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0050 COMB26 63442.462 -458.252 -67192.570 Bottom 0.0025 0.0050 COMB26 67592.675 681.398 79131.873 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 64120.901 -122894.312 32364.708 36429.439 79629.439 Bot Leg 1 0.240 COMB25 68271.114 200752.763 32364.708 42188.767 76748.767 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 142 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Ask Pier Label : SW20 Story Label: 5TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.000 Bottom 224.167 Top 224.167 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc ordinate 78.750 78.750 Zc Ordinate 30.000 40.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 75330.898 688.824 174541.103 Bottom 0.0025 0.0050 COMB26 79481.110 -510.945 -195180.990 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 37358.595 195774.059 37172.885 36429.439 79629.439 Bot Leg 1 0.240 COMB22 41508.807 -175954.793 37172.885 36429.439 79629.439 ) v 1 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 143 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW20 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 90.000 Bottom 224.167 78.750 20.000 Top 224.167 78.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8 640000.000 1.000 Bottom SWCONC 3.333 576000.000 8 640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0050 COMB26 102811.862 257.122 -28824.248 Bottom 0.0025 0.0050 COMB26 106962.075 -232.130 3783.885 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 161630.682 -32258.327 11660.896 36429.439 79629.439 Bot Leg 1 0.240 COMB13 167981.007 84350.637 11660.896 45016.369 79576.369 c 9 e ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 144 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label SW20 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 90.000 Bottom 224.167 78.750 10.000 Top 224.167 78.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0036 0.0050 COMB25 103860.866 40.570 407071.510 Bottom 0.0025 0.0050 COMB26 122007.958 -0.152 -330646.724 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Hot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 103860.866 407071.510 77051.595 36429.439 79629.439 Bot Leg 1 0.240 COMB25 108011.079 -363444.445 77051.595 36429.439 79629.439 s i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units: lb-ft July 23, 2007 7:28 PAGE 145 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) ARK Pier Label : SW20 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 224.167 78.750 0.000 Top 224.167 78.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 126331.067 -633.793 191049.835 Bottom 0.0025 0.0050 COMB26 130481.279 679.748 -324897.852 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Bot Leg 1 224.167 -81.250 224.167 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 113870.621 273264.048 64413.615 36429.439 79629.439 Bot Leg 1 0.240 COMB25 118020.834 -370872.105 64413.615 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 146 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW21 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 69.750 80.000 Top 219.833 69.750 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 57472.695 7130.264 -38828.387 Bottom 0.0025 0.0048 COMB26 34570.667 -3311.018 53558.755 Pier Leg Location, Length and Thickness (Used for Shear Design and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 73530.683 -182134.890 47183.984 92174.238 152078.238 Bot Leg 1 0.240 COMB9 50332.859 142092.225 47294.526 89390.499 149294.499 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 147 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) C Pier Label : SW21 O Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 69.750 70.000 Top 219.833 69.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Amb, Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 64259.500 3610.353 30017.510 Bottom 0.0025 0.0048 COMB26 53607.765 -3159.963 3105.102 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 51142.141 -147167.544 35606.291 89487.613 149391.613 Bot Leg 1 0.240 COMB21 47903.794 163866.111 35634.504 89099.011 149003.011 i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 148 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW21 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 219.833 69.750 60.000 Top 219.833 69.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Adoh'. Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 69468.625 3754.142 96081.960 Bottom 0.0025 0.0048 COMB26 57924.834 -3648.980 -49811.598 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 121103.423 -127612.768 42108.294 97882.966 157786.966 Bot Leg 1 0.240 COMB9 125860.636 266638.450 42151.686 98453.832 158357.832 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 149 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW21 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 69.750 50.000 Top 219.833 69.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 78538.100 3665.047 89093.120 Bottom 0.0025 0.0048 COMB26 75252.187 -1255.819 -57980.911 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 193182.959 -59878.494 32285.958 106532.511 166436.511 Bot Leg 1 0.240 COMB9 196031.391 227872.761 32327.150 106874.323 166778.323 Cw 3 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 150 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-OS/IBC 2003) Pier Label : SW21 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 69.750 40.000 Top 219.833 69.750 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural M3u Location Reinf Ratio Reinf Ratio Combo Pu M2u Top 0.0025 0.0048 COMB26 64270.909 -1584.440 83613.673 Bottom 0.0025 0.0048 COMB26 80617.450 1376.910 -156387.701 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Capacity Capacity Station Rebar ° Shear Mu Vu phi Vc phi Vn Location 2/ft in Combo Pu Top Leg 1 0.240 COMB22 192431.330 24505.335 53075.585 106442.315 166346.315 540 96 Bot Leg 1 0.240 COMB22 223730.235 -402308.697 53177.122 94716.540 1695 . ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 151 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW21 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 000 0.000 10 Bottom 219.833 69.750 30.000 . Top 219.833 69.750 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Mau Location Reinf Ratio Reinf Ratio Combo Pu M2u Top 0.0025 0.0048 COMB26 91418.983 9285.321 24050.261 Bottom 0.0025 0.0048 COMB26 49566.977 -7784.086 -90024.018 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Station Location Rebar in"2/ft Shear Combo Pu Mu Capacity Vu phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB22 246620.670 -249331.664 COMB22 202847.153 -90968.698 37956.217 94716.540 37887.924 107692.214 169596.540 167596.214 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 152 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) CO Pier Label : SW21 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 69.750 20.000 Top 219.833 69.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag fc fY Factor Top SWCONC 5.778 576000.000 8 640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural M2u Mau Location Reinf Ratio R einf Ratio Combo Top 0.0025 0.0048 COMB26 42688.066 1194.234 105984.187 312 0025 0 0.0048 COMB26 40133.403 420.110 -108896. . Bottom Pier Leg Location, Length and Thickne ss (Used for Shear Design and Bounda ry Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 667 0 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 . Shear Design Data Capacity Capacity Station Rebar Shear Mu Vu phi Vc phi Vn Location in'2/ft Combo Pu 240 0 COMB21 122234.778 285620.999 43294.098 98018.729 157922.729 . Top Leg 1 40 COMB21 127536.948 -155643.468 43325.420 98654.989 158558.989 Bot Leg 1 0.2 6 t s ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 153 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AdK Pier Label : SW21 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 69.750 10.000 Top 219.833 69.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 3137.611 15113.262 257592.940 Bottom 0.0025 0.0048 COMB26 -70727.779 -13498.514 -59539.212 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 599476.731 25578.190 37318.098 94716.540 169596.540 Bot Leg 1 0.240 COMB13 590992.860 -433136.902 37539.128 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 154 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW21 qh~ Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 219.833 69.750 0.000 Top 219.833 69.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 C0MB26 -10640.374 3544.289 58983.787 Bottom 0.0025 0.0048 COMB26 -51813.434 -8557.227 -176044.112 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Bot Leg 1 215.500 -69.750 224.167 -69.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 C0MB13 364348.356 565085.104 68426.522 94716.540 169596.540 Bot Leg 1 0.240 C0MB13 356465.434 -201199.770 68484.895 94716.540 169596.540 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 155 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW22 Story Label: 10TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 215.500 Top 215.500 Yc Ordinate 78.750 78.750 Zc Ordinate 80.000 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 71038.629 7555.057 -173471.280 Bottom 0.0025 0.0044 COMB26 85979.394 -5118.831 108744.401 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 177544.388 -693619.075 85962.206 243022.524 398542.524 Bot Leg 1 0.240 COMB2 199145.494 166002.984 85962.206 246262.690 401782.690 r 3 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 156 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DES IGN (ACI 318 -05/IBC 2003) Pier Label : SW22 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 90.000 Bottom 215.500 78.750 70.000 Top 215.500 78.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 97277.625 4077.896 190065.818 Bottom 0.0025 0.0044 COMB26 112218.390 -4378.964 - 256999.996 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 194605.366 222393.327 80789.707 196465.336 a 320881.336 Bot Leg 1 0.240 COMB14 217466.537 -585503.740 80789.707 199208.677 323624.677 8 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 157 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW22 Story Label: 8TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.000 Bottom 215.500 Top 215.500 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinfo rcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc Ordinate 78.750 78.750 Zc Ordinate 60.000 70.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 134944.752 2876.250 162374.780 Bottom 0.0025 0.0044 COMB26 149885.517 -3538.339 -393852.490 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 246196.174 -732645.084 180094.939 202656.233 327072.233 Bot Leg 1 0.240 COMB13 269057.344 1068304.310 180094.939 205399.574 329815.574 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 158 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW22 Story Label: 7TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 215.500 Top 215.500 Yc Ordinate 78.750 78.750 Zc Ordinate 50.000 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current. Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 212699.760 1411.974 24411.661 Bottom 0.0025 0.0044 COMB26 227640.525 -395.466 -537740.502 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 365641.500 -103777.922 139307.956 216989.672 341405.672 Bot Leg 1 0.240 COMB13 388502.671 1289301.639 139307.956 219733.013 344149.013 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 159 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AM, Pier Label : SW22 Story Label: 6TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 215.500 Top 215.500 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 YC Ordinate 78.750 78.750 Zc Ordinate 40.000 50.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 262364.406 -317.574 -343197.043 Bottom 0.0025 0.0044 COMB26 277305.171 -151.401 17113.372 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 241224.561 428369.754 164475.448 202059.640 326475.640 Bot Leg 1 0.240 COMB25 256165.326 2073124.236 164475.448 203852.532 328268.532 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 160 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW22 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 215.500 78.750 30.000 Top 215.500 78.750 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 321679.260 4692.011 613308.890 Bottom 0.0025 0.0044 COMB26 336620.025 -3315.568-1390044.477 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 321679.260 613308.890 200335.337 211714.204 336130.204 Bot Leg 1 0.240 COMB26 336620.025- 1390044.477 200335.337 213507.095 337923.095 ( ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 161 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/I13C 2003) Pier Label : SW22 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 215.500 78.750 20.000 Top 215.500 78.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 307529.435 2880.601 -261001.608 Bottom 0.0025 0.0044 COMB26 322470.200 -3996.630-1006221.102 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 307529.435 -261001.608 74521.949 210016.225 334432.225 Bot Leg 1 0.240 COMB26 322470.200- 1006221.102 74521.949 211809.116 336225.116 R ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 162 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW22 Story Label: 3RD Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.000 Bottom 215.500 Top 215.500 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc ordinate 78.750 78.750 Zc Ordinate 10.000 20.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 352874.582 3242.403 566764.324 Bottom 0.0025 0.0044 COMB26 367815.347 -3551.995 -3637016.55 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.455 COMB21 242091.986 1368109.422 438169.479 202163.731 438169.479 Bot Leg 1 0.452 COMB21 257032.751-3013585.366 438169.479 203956.623 438169.479 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 163 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW22 Story Label: 2ND Location Data Pier Axis Station Xc Yc Height Angle Location Ordinate Ordinate 10.000 90.000 Bottom 215.500 78.750 Top 215.500 78.750 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Zc Ordinate 0.000 10.000 Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 557129.123 1075.101 -673820.275 Bottom 0.0025 0.0044 COMB26 572069.888 -33.607-3152828.788 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Bot Leg 1 215.500 -87.750 215.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 488546.306 317451.510 289016.634 196718.969 352238.969 Bot Leg 1 0.240 COMB25 503487.071- 2572714.828 289016.634 196718.969 352238.969 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 164 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 78.750 80.000 Top 219.833 78.750 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 19747.387 -561.645 -127822.657 Bottom 0.0025 0.0048 COMB26 26941.089 421.522 100368.666 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 32266.312 -388522.259 65773.417 87222.513 147126.513 Bot Leg 1 0.240 COMB9 43273.543 269211.911 65773.417 88543.381 148447.381 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 165 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 78.750 70.000 Top 219.833 78.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 50089.602 720.000 -117798.243 Bottom 0.0025 0.0048 COMB26 57283.303 -595.447 130017.109 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 80407.386 -411912.198 82546.785 92999.442 152903.442 Bot Leg 1 0.240 COMB9 91414.616 413555.654 82546.785 94320.310 154224.310 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 166 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 78.750 60.000 Top 219.833 78.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 76525.764 510.131 -31380.401 Bottom 0.0025 0.0048 COMB26 83719.466 -556.272 60950.868 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn 4 Top Leg 1 0.240 COMB9 122778.371 -219924.424 55880.568 98083.960 157987.960 Bot Leg 1 0.240 COMB9 133785.602 338881.261 55880.568 99404.828 159308.828 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 167 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AMP, qb~ Pier Label : SW23 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 219.833 78.750 50.000 Top 219.833 78.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 97215.396 613.000 22079.868 Bottom 0.0025 0.0048 COMB26 104409.098 -1244.863 -30166.546 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 159128.254 -135224.621 44448.218 102445.946 162349.946 Bot Leg 1 0.240 COMB9 170135.485 309257.557 44448.218 103766.814 163670.814 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 168 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 78.750 40.000 Top 219.833 78.750 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8 640000.000 1.000 Bottom SWCONC 5.778 576000.000 8 640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio R einf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 113587.441 -1037.814 48170.261 Bottom 0.0025 0.0048 COMB26 120781.143 1229.467 -67489.089 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 131251.495 109098.145 47848.308 99100.735 159004.735 Bot Leg 1 0.240 COMB22 138445.196 -369384.936 47848.308 99963.979 159867.979 gSg 6 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 169 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 78.750 30.000 Top 219.833 78.750 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic. Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 139220.252 3293.194 -154389.137 Bottom 0.0025 0.0048 COMB26 146413.954 -3825.432 121354.412 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Capacity Capacity Station Rebar ' Shear Mu Vu phi Vc phi Vn Location 2/ft in Combo Pu Top Leg 1 0.240 COMB22 158729.928 -363664.749 45049.750 102398.147 162302.147 Bot Leg 1 0.240 COMB22 165923.629 86832.749 45049.750 103261.391 163165.391 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 170 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 78.750 20.000 Top 219.833 78.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 159615.757 -72.637 -81200.860 Bottom 0.0025 0.0048 COMB26 166809.459 -660.506 129037.175 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 184471.652 -226536.146 32518.678 105487.154 165391.154 Bot Leg 1 0.240 COMB22 191665.354 98650.630 32518.678 106350.398 166254.398 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 171 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 219.833 78.750 10.000 Top 219.833 78.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Adb Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 204620.091 6014.117 -44143.770 Bottom 0.0025 0.0048 COMB26 211813.793 -7258.369 41602.125 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Bot Leg 1 215.500 -78.750 224.167 -78.750 8.667 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 361393.353 -234887.995 37391.135 94716.540 169596.540 Bot Leg 1 0.240 COMB10 372400.583 139023.359 37391.135 94716.540 169596.540 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 172 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW23 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 000 0.000 10 Bottom 219.833 78.750 0.000 . Top 219.833 78.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.778 576000.000 8640000.000 1.000 Bottom SWCONC 5.778 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural M3u Location Reinf Ratio Reinf Ratio M2u Combo Pu Top 0.0025 0.0048 COMB26 228993.117 2688.435 87656.478 Bottom 0.0025 0.0048 COMB26 236186.818 -6291.566 -112496.630 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 Bot Leg 1 215.500 215.500 -78.750 -78.750 224.167 224.167 -78.750 -78.750 8.667 8.667 0.667 0.667 Shear Design Data Station Location Rebar in-2/ft Shear Combo Pu Mu Vu Capacity phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB21 COMB21 190915.560 198109.262 127014.634 -126291.612 25330.625 25330.625 106260.423 107123.667 166164.423 167027.667 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 173 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AWN Pier Label : SW24 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 244.917 87.750 80.000 Top 244.917 87.750 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 89631.814 11716.447 242419.126 Bottom 0.0025 0.0043 COMB26 106371.004 -10482.850 -231237.896 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Bot Leg 1 234.833 -87.750 255.000 --87.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 174771.338 1149361.316 153044.533 214922.892 354314.892 Bot Leg 1 0.240 COMB10 200384.316 -381084.012 153044.533 217996.449 357388.449 5 a ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 174 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW24 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 87.750 70.000 Top 244.917 87.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural M2u Mau Location Reinf Ratio Reinf Ratio Combo Pu Top 0.0025 0.0043 COMB26 179502.045 1404.873 -248758.591 Bottom 0.0025 0.0043 COMB26 198936.487 -3023.576 163103.446 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Bot Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Shear Design Data Capacity Capacity Station Rebar ~ Shear P Mu Vu phi Vc phi Vn Location 2/ft in Combo u Top Leg 1 0.240 COMB9 313906.369 -725605.679 169603.218 231619.096 371011.096 537 Bot Leg 1 0.240 COMB9 335401.717 1008617.979 168905.069 234198.537 373590. ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 175 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW24 Story Label: 8TH Location Data Pier Axis le An Station Location Xc Yc Ordinate Ordinate Zc Ordinate g Height 000 0.000 10 Bottom 244.917 87.750 60.000 . Top 244.917 87.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material A4 f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural M2u Mau Location Reinf Ratio Reinf Ratio Combo Top 0.0025 0.0043 COMB26 251655.926 5305.996 230730.150 040 Bottom 0.0025 0.0043 COMB26 273453.414 -5911.702 106233. Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 667 0 Bot Leg 1 234.833 -87.750 255.000 -87.750 20.167 . Shear Design Data Capacity Capacity Station Rebar Shear Mu Vu phi Vc phi Vn Location in'2/ft Combo Pu 240 0 COMB10 274434.331 810445.270 184892.814 226882.451 366274.451 Top Leg 1 . 40 COMB10 266316.153 -698657.755 184912.293 225908.270 365300.270 Bot Leg 1 0.2 F r ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 176 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AdK Pier Label : SW24 Story Label: 7TH Location Data Pier Axis le An Station Location Xc Yc ordinate ordinate Zc Ordinate g Height 000 0.000 10 Bottom 244.917 87.750 50.000 . Top 244.917 87.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Mau M2u Location Reinf Ratio Reinf Ratio Combo Pu Top 0.0025 0.0043 COMB26 330522.807 5601.774 247579.081 3 Bottom 0.0025 0.0043 COMB26 353522.604 -7516.564 -162326.64 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 667 0 Bot Leg 1 234.833 -87.750 255.000 -87.750 20.167 . Shear Design Data Capacity Capacity Station Rebar Shear Mu Vu phi Vc phi Vn Location in^2/ft Combo Pu 1 L 240 0 COMB10 268164.230 128561.738 177748.630 226130.039 365522.039 eg Top . 0 COMB10 257080.944- 1279599.908 177852.217 224800.045 364192.045 Bot Leg 1 0.24 OOF ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 177 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW24 Story Label: 6TH Location Data Pier Axis Station tion L Xc Yc Ordinate Ordinate Zc ordinate Height Angle oca 10.000 0.000 Bottom 244.917 87.750 40.000 000 50 Top 244.917 87.750 . Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Location Required Reinf Ratio Current Reinf Ratio Flexural Pu M2u Mau Combo Top Bottom 0.0025 0.0025 0.0043 0.0043 COMB26 408560.239 3368.698 12300.689 COMB26 423074.280 -4945.993 -391789.485 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station X2 Y2 Length Thickness Location X1 Y1 Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 167 20 0.667 0.667 Bot Leg 1 234.833 -87.750 255.000 -87.750 . Shear Design Data Capacity Capacity Station Rebar Shear Mu Vu phi Vc phi Vn Location in^2/ft Combo ~ 240 0 COMB10 316987.036 -353336.925 180947.689 231988.776 371380.776 Top Leg 1 . 40 COMB10 317552.546-1910385.629 180947.586 232056.637 371448.637 Bot Leg 1 0.2 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 178 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-051IBC 2003) Pier Label : SW24 Story Label: 5TH Location Data Pier Axis le A Station Location Xc Yc ordinate ordinate Zc Ordinate ng Height 10.000 0.000 Bottom 244.917 87.750 30.000 000 40 Top 244.917 87.750 . Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material A9 f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural p M2u Mau Location Reinf Ratio Reinf Ratio u Combo Top 0.0025 0.0043 COMB26 517546.844 13441.024 -299353.724 035 0 Bottom 0.0025 0.0043 . COMB26 574655.584 -18707.967 5207 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station X2 Y2 Length Thickness Location X1 Y1 Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 167 0.667 667 0 Bot Leg 1 234.833 -87.750 255.000 -87.750 20. . Shear Design Data Capacity Capacity Station Rebar Shear Mu Vu phi Vc phi Vn Location in"2/ft Combo Pu 240 0 COMB9 693065.863 2080638.134 137512.988 220398.104 394638.104 Top Leg 1 . 0 COMB9 706920.224 824521.586 137444.736 220398.104 394638.104 Sot Leg 1 0.24 f ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 179 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW24 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 244.917 87.750 20.000 Top 244.917 87.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 679924.528 5407.993 134381.528 Bottom 0.0025 0.0043 COMB26 698562.107 -11846.910 222515.266 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Bot Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 795664.219 1554090.904 165627.847 220398.104 394638.104 Bot Leg 1 0.240 COMB9 786707.980 246976.704 165521.027 220398.104 394638.104 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 180 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW24 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 87.750 10.000 Top 244.917 87.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 822762.556 14675.843 366981.673 Bottom 0.0025 0.0043 COMB26 877987.248 -17114.092 -85914.131 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Bot Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 914492.001 930263.922 109493.592 220398.104 394638.104 Bot Leg 1 0.240 COMB9 926578.830 -27755.043 109395.633 220398.104 394638.104 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 181 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318 -05/IBC 2003) Pier Label : SW24 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 87.750 0.000 Top 244.917 87.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Ago% Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0043 COMB26 1087272.432 12140.505 64242.477 Bottom 0.0025 0.0043 COMB26 1155807.140 -20743.777-1168865.666 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Bot Leg 1 234.833 -87.750 255.000 -87.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 969121.175 422539.045 88464.216 220398.104 394638.104 Bot Leg 1 0.240 COMB21 1038437.485 -993363.021 88700.053 220398.104 394638.104 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 182 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : Story Label: 10TH 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 80.000 Top 243.500 78.750 90.000 Flags and Factors Design RLLF RLLF -Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 34009.371 -946.046 445023.781 Bottom 0.0025 0.0044 COMB26 48950.136 733.053 -648516.325 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 75452.940 441902.008 127997.328 182167.045 306583.045 Bot Leg 1 0.240 COMB14 98314.111 -838071.269 127997.328 184910.386 309326.386 e ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 183 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION DESIGN (ACI 318-05/IBC 2003) Pier Label : Story Label: 9TH 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 70.000 Top 243.500 78.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 101375.808 -953.308 -50343.130 Bottom 0.0025 0.0044 COMB26 116316.573 492.047 -313016.058 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 196882.542-1352615.316 271480.662 196738.597 321154.597 Bot Leg 1 0.240 COMB13 219743.712 1362191.303 271480.662 199481.938 323897.938 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 184 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 200 3) Pier Label : SW25 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 60.000 Top 243.500 78.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 156492.665 -2346.061 83363.185 Bottom 0.0025 0.0044 COMB26 171433.430 2035.204 -426653.225 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 293187.490 -679371.574 221060.285 208295.191 332711.191 Bot Leg 1 0.240 COMB13 316048.661 1531231.272 221060.285 211038.532 335454.532 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 185 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : ` Story Label: 7TH 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 50.000 Top 243.500 78.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0044 COMB26 208533.361 -3567.963 117252.020 Bottom 0.0025 0.0044 COMB26 223474.126 3523.574 -619518.289 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 383929.494 -311848.145 203137.523 219184.232 343600.232 Bot Leg 1 0.240 COMB13 406790.665 1719527.081 203137.523 221927.572 346343.572 L i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 186 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW25 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 40.000 Top 243.500 78.750 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 256494.769 -4005.426 -48756.850 Bottom 0.0025 0.0044 COMB26 271435.533 4380.229 -593143.865 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 471592.781 251066.208 128925.781 196718.969 352238.969 Bot Leg 1 0.240 COMB13 494453.952 1540324.018 128925.781 196718.969 352238.969 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 187 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AW, Pier Label : SW25 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 30.000 Top 243.500 78.750 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 308302.066 1683.128 533099.637 Bottom 0.0025 0.0044 COMB26 323242.831 -1554.688-1614734.257 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 248503.937 1316929.811 219717.172 202933.165 327349.165 Bot Leg 1 0.240 COMB22 263444.702 -880241.907 219717.172 204726.057 329142.057 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 188 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW25 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 20.000 Top 243.500 78.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 349153.697 -809.019 -376319.889 Bottom 0.0025 0.0044 COMB26 364094.462 855.225-1025465.572 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 349153.697 -376319.889 64914.568 215011.136 339427.136 Bot Leg 1 0.240 COME26 364094.462- 1025465.572 64914.568 216804.028 341220.028 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 189 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) APN Pier Label : SW25 Story Label: 3RD Location Data Pier Axis Station Xc Yc Height Angle Location Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 Top 243.500 78.750 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Zc Ordinate 10.000 20.000 Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 379720.229 -1605.684 525591.872 Bottom 0.0025 0.0044 COMB26 394660.994 1201.316-2406005.591 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.296 COMB25 366849.660 2155808.992 370728.035 217134.652 370728.035 Bot Leg 1 0.293 COMB25 381790.425-1551471.362 370728.035 218927.543 370728.035 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 190 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Amok Pier Label : SW25 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 243.500 78.750 0.000 Top 243.500 78.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover 44 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.000 576000.000 8640000.000 1.000 Bottom SWCONC 12.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 313187.298 -3812.205 -355437.281 Bottom 0.0025 0.0044 COMB26 328128.063 2582.156 -3380155.85 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Bot Leg 1 243.500 -87.750 243.500 -69.750 18.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.268 COMB25 303379.805 1045616.488 348390.518 209518.269 348390.518 Bot Leg 1 0.264 COMB25 318320.570 -2438288.693 348390.518 211311.161 348390.518 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 191 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW26 Story Label: 10TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 244.917 69.750 80.000 Top 244.917 69.750 90.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 67734.153 13429.525 385081.850 Bottom 0.0025 0.0043 COMB26 84473.344 -12045.158 452772.381 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 81370.377 -116080.757 62169.695 203714.777 343106.777 Bot Leg 1 0.240 COMB21 98109.567 505616.189 62169.695 205723.479 345115.479 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 192 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW26 Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 69.750 70.000 Top 244.917 69.750 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural M3 Location Reinf Ratio Reinf Ratio u Combo Pu M2u Top 0.0025 0.0043 COMB26 94763.117 4204.083 719188.006 Bottom 0.0025 0.0043 COMB26 101829.661 -5705.604 208229.810 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Location Rebar in"2/ft Shear Combo Pu Mu Capacity Vu phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB10 223054.850 1550120.047 COMB10 239117.376 -51542.210 170049.057 220716.913 169517.473 222644.417 360108.913 362036.417 k ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 193 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW26 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 69.750 60.000 Top 244.917 69.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0043 COMB26 130963.440 7896.068 526121.987 Bottom 0.0025 0.0043 COMB26 127912.576 -7647.373 32627.149 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Location Rebar in"2/ft Shear Combo Capacity Pu Mu Vu phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB10 COMB10 342687.510 866533.410 191015.417 235072.833 353392.877 -893528.842 191008.229 236357.477 374464.833 375749.477 s P ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 194 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW26 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 69.750 50.000 Top 244.917 69.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0043 COMB26 148832.918 9577.999 354603.010 Bottom 0.0025 0.0043 COMB26 146174.996 -9452.694 -348471.821 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 454811.080 -80538.054 180234.697 248527.661 387919.661 Bot Leg 1 0.240 COMB10 466061.921 -1739002.255 180373.832 249877.762 389269.762 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb- ft July 23, 2007 7:28 PAGE 195 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AWK Pier Label : SW26 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 69.750 40.000 Top 244.917 69.750 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 147836.748 6089.534 332071.618 Bottom 0.0025 0.0043 COMB26 159036.627 -4865.922 -635628.892 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Location Rebar in^2/ft Shear Combo Pu Mu Capacity Vu phi Vc Capacity phi Vn Top Leg 1 Bot Leg 1 0.240 0.240 COMB22 274505.795 -796148.961 COMS22 286165.821-2646036.350 189979.710 226891.027 190205.430 228290.230 366283.027 367682.230 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 196 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Ask, Pier Label : SW26 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 000 0.000 10 Bottom 244.917 69.750 30.000 . Top 244.917 69.750 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural M3u Location Reinf Ratio Reinf Ratio Combo Pu M2u Top 0.0025 0.0043 COMB26 132736.690 16166.984 -615755.887 Bottom 0.0025 0.0043 COMB26 102810.394 -18013.989 -140492.011 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Yl X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Capacity Capacity Station Rebar ^ Shear Mu Vu phi Vc phi Vn Location 2/ft in Combo Pu Top Leg 1 0.240 COMB9 833361.578 1979208.727 173106.009 220398.104 394638.104 104 Bot Leg 1 0.240 COMB9 840939.954 430563.129 173009.363 220398.104 394638. ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 197 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Am* Pier Label : SW26 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 69.750 20.000 Top 244.917 69.750 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 115235.928 6367.095 205844.792 Bottom 0.0025 0.0043 COMB26 128707.938 -5101.290 -236315.725 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 971326.319 1364497.158 148571.407 220398.104 394638.104 Sot Leg 1 0.240 COMB9 984461.698 5210.987 148454.312 220398.104 394638.104 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 198 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW26 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 244.917 69.750 10.000 Top 244.917 69.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0043 COMB26 133280.499 22297.595 151559.834 Bottom 0.0025 0.0043 COMB26 85416.893 -21519.126 336156.013 Pier Leg Location, Length and Thickness (Used for Shear Desig n and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 1110608.051 1045902.328 116430.673 220398.104 394638.104 Bot Leg 1 0.240 COMB9 1113704.204 108602.604 116441.622 220398.104 394638.104 c r ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 199 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Awk Pier Label : SW26 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 0.000 Bottom 244.917 69.750 0.000 Top 244.917 69.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 13.444 576000.000 8640000.000 1.000 Bottom SWCONC 13.444 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 82205.957 11173.482 530788.138 Bottom 0.0025 0.0043 COMB26 40450.071 -9616.751 96037.807 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Bot Leg 1 234.833 -69.750 255.000 -69.750 20.167 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 1010036.699 442872.259 127677.645 393943.419 568183.419 Bot Leg 1 0.240 COMB2 964111.486 -127364.317 127812.319 387054.637 561294.637 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 200 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW27 Story Label: 9TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 234.833 Top 234.833 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Yc Ordinate 78.750 78.750 Zc Ordinate 70.000 80.000 Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0050 COMB26 25325.677 750.550 27830.253 Bottom 0.0025 0.0050 COMB26 29475.890 -1068.203 -28351.077 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 49418.146 -161501.816 29262.860 36429.439 79629.439 Bot Leg 1 0.240 COMB13 55768.471 131126.780 29262.860 36429.439 79629.439 i e ( ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 201 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW27 Story Label: 8TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 234.833 78.750 60.000 Top 234.833 78.750 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 AM, Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 39614.652 626.033 26290.505 Bottom 0.0025 0.0050 COMB26 43764.864 -571.133 -30049.523 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 68558.683 -129204.528 28072.813 36429.439 79629.439 Bot Leg 1 0.240 COMB13 74909.008 151523.603 28072.813 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 202 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW27 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 234.833 78.750 50.000 Top 234.833 78.750 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Desi gn Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0050 COMB26 54720.365 160.929 68590.049 Bottom 0.0025 0.0050 COMB26 58870.578 -342.055 -91380.684 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1, 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 88438.032 -109223.076 24742.483 36429.439 79629.439 Bot Leg 1 0.240 COMB13 94788.357 138201.756 24742.483 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 203 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW27 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 234.833 78.750 40.000 Top 234.833 78.750 50.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 75357.160 351.573 -6500.580 Bottom 0.0025 0.0050 COMB26 79507.372 -254.502 17096.696 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 67135.307 -94420.485 26748.620 36429.439 79629.439 Bot Leg 1 0.240 COMB25 71285.519 173065.715 26748.620 40301.785 74861.785 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 204 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW27 Story Label: 5TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.000 Bottom 234.833 Top 234.833 Yc Ordinate 78.750 78.750 Zc Ordinate 30.000 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0050 COMB26 88279.458 1834.470 218037.660 Bottom 0.0025 0.0050 COMB26 92429.671 -1776.301 -242608.081 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 129798.231 247184.864 47887.674 36429.439 79629.439 Bot Leg 1 0.240 COMB22 133948.443 -231691.877 47887.674 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 205 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) ap~ Pier Label : SW27 Story Label: 4TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 234.833 Top 234.833 Yc Ordinate 78.750 78.750 Zc Ordinate 20.000 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0050 COMB26 101573.223 1091.162 -24182.380 Bottom 0.0025 0.0050 COMB26 105723.436 -1034.343 -9032.360 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 193567.565 -34361.397 11886.688 36429.439 79629.439 Bot Leg 1 0.240 COMB13 199917.890 84505.484 11886.688 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 206 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW27 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 90.000 Bottom 234.833 78.750 10.000 Top 234.833 78.750 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0050 COMB26 120581.671 484.524 272515.660 Bottom 0.0025 0.0050 COMB26 124731.883 -378.533 -274706.795 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 122595.174 373426.822 68356.093 36429.439 79629.439 Bot Leg 1 0.240 COMB25 126745.387 -310134.112 68356.093 36429.439 79629.439 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 207 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318 -05/IBC 2003) Pier Label : SW27 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 234.833 78.750 0.000 Top 234.833 78.750 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.333 576000.000 8640000.000 1.000 Bottom SWCONC 3.333 576000.000 8640000.000 1.000 i gn Data Flexural Des Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0050 COMB26 140327.734 -508.383 255205.496 Bottom 0.0025 0.0050 COMB26 144477.947 0.000 - 387151.084 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Bot Leg 1 234.833 -81.250 234.833 -76.250 5.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 143467.206 333528.722 76278.766 36429.439 79629.439 Bot Leg 1 0.240 COMB25 147617.418 -429258.942 76278.766 36429.439 79629.439 f ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 208 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW28 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 32.208 50.000 Top 210.750 32.208 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 31432.627 -3374.143 94372.315 Bottom 0.0025 0.0048 COMB26 32315.109 1494.208 -50213.831 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Bot Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB10 49320.177 247028.884 65624.324 97283.453 162947.453 Bot Leg 1 0.240 COMB10 24644.971 -234029.856 65489.775 94322.429 159986.429 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 209 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW28 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 0.000 Bottom 210.750 32.208 40.000 Top 210.750 32.208 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 56340.171 -3108.681 -62920.926 Bottom 0.0039 0.0048 COMB25 -110158.168 10911.144 263598.659 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Bot Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 561.143 -222014.524 77399.716 91432.369 157096.369 Bot Leg 1 0.240 COMB21 -11148.681 645319.034 77454.980 9007.190 155691.190 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 210 DETAILED OUTPUT DATA - UN IFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 200 3) Pier Label : SW28 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 32.208 30.000 Top 210.750 32.208 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0030 0.0048 COMB22 -36890.407 602.607 -401862.112 Bottom 0.0029 0.0048 COMB25 -81590.872 1531.022 -207129.614 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Bot Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 -4146.558 324629.307 44605.555 90867.445 156531.445 Bot Leg 1 0.240 COMB21 9018.102 -147697.860 44856.334 92447.204 158111.204 a ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 211 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW28 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 32.208 20.000 Top 210.750 32.208 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 116749.589 3345.028 -13344.898 Bottom 0.0025 0.0048 COMB26 165887.527 -6034.388 -271647.879 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Bot Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 51359.255 238128.236 46124.843 97528.143 163192.143 Bot Leg 1 0.240 COMB21 81611.351 -328756.168 46001.386 101158.394 166822.394 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 212 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW28 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 32.208 10.000 Top 210.750 32.208 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 301711.203 6394.397 187695.694 Bottom 0.0025 0.0048 COMB26 331263.567 -9595.341 359584.495 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Bot Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 390081.484 -109995.197 53091.715 103823.900 185903.900 Sot Leg 1 0.240 COMB14 400652.405 429511.899 53397.263 103823.900 185903.900 ( ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 213 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW28 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 32.208 0.000 Top 210.750 32.208 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 215557.891 837.394 -206519.785 Bottom 0.0025 0.0048 COMB26 242564.078 -8130.572 -150523.271 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Bot Leg 1 206.000 -32.208 215.500 -32.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 231419.536 -267056.429 23448.360 97922.220 163586.220 Bot Leg 1 0.240 COMB14 241110.334 -22211.787 23276.941 103823.900 185903.900 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 214 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Ask Pier Label : SW29 Story Label: 7TH Location Data Pier Axis Station Xc Height Angle Location Ordinate 10.000 90.000 Bottom 215.500 Top 215.500 Yc Ordinate 27.708 27.708 Zc Ordinate 50.000 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.000 576000.000 8640000.000 1.000 Bottom SWCONC 6.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 15473.111 -1524.987 -131514.668 Bottom 0.0025 0.0046 COMB26 22943.494 1391.711 59422.145 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.667 Bot Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in''2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 32415.152 -537444.162 101651.874 90446.165 152654.165 Bot Leg 1 0.240 COMB13 43845.738 479074.576 101651.874 91817.835 154025.835 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 215 DETAILED OUTP UT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW29 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 90.000 Bottom 215.500 27.708 40.000 Top 215.500 27.708 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.000 576000.000 8640000.000 1.000 Bottom SWCONC 6.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0044 0.0046 COMB22 -85233.050 -3789.261 -447522.950 Bottom 0.0050 0.0046 COMB22 -77762.667 5944.142 559461.737 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.667 Bot Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB2 109746.945 -601434.381 131784.769 124657.475 202417.475 Bot Leg 1 0.240 COMB2 120547.498 716413.309 131784.769 126277.557 204037.557 C ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 216 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW29 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 90.000 Bottom 215.500 27.708 30.000 Top 215.500 27.708 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC6KIS 6.114 864000.000 8640000.000 1.000 Bottom SWCONC6KIS 6.114 864000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0037 COMB26 88876.416 -335.286 -158153.060 Bottom 0.0025 0.0037 COMB26 96927.979 420.142 -77338.307 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Sot Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.914 COMB26 88876.416 -158153.060 380173.572 143176.971 380173.572 Bot Leg 1 0.300 COMB22 -52250.695 42320.886 58624.048 126241.718 204001.718 C ETABS v9.1.0 File,:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 217 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW29 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 215.500 27.708 20.000 Top 215.500 27.708 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0037 COMB26 119432.766 1910.102 343528.015 Bottom 0.0025 0.0037 COMB26 128770.744 -420.856 -158138.269 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Yl X2 Y2 Length Thickness Top Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Bot Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.300 COMB22 25337.598 518583.463 57591.404 106415.651 184175.651 Bot Leg 1 0.300 COMB22 34675.576 -57330.576 57591.404 112356.502 190116.502 F7M ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 218 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER S ECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW29 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 90.000 Bottom 215.500 27.708 10.000 Top 215.500 27.708 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONCSKIS 6.696 720000.000 8640000.000 1.000 ® Bottom SWCONCSKIS 6.696 720000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0028 0.0037 COMB25 188623.194 1288.621 1361966.198 Bottom 0.0063 0.0037 COMB22 197115.497 -4009.056-2029384.677 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Bot Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.715 COMB22 187777.519 1260056.903 328944.158 143499.474 328944.158 Bot Leg 1 0.711 COMB22 197115.497- 2029384.677 328944.158 144620.031 328944.158 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 219 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW29 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 90.000 Bottom 215.500 27.708 0.000 Top 215.500 27.708 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinf orcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.500 576000.000 8640000.000 1.000 Bottom SWCONC 7.500 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0045 0.0037 COMB25 -32640.965 2315.279 872909.421 Bottom 0.0065 0.0037 COMB22 -35550.856 -176.432-1266858.212 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Bot Leg 1 215.500 -32.208 215.500 -23.208 9.000 0.833 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.417 COMB25 -32640.965 872909.421 212314.084 104278.517 212314.084 Bot Leg 1 0.412 COMB25 -23302.987 -1250231.415 212314.084 105399.074 212314.084 ~1 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 220 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label SW30 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 0.000 Bottom 210.750 23.208 50.000 Top 210.750 23.208 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8 640000.000 1.000 Bottom SWCONC 6.333 576000.000 8 640000.000 1.000 Flexural Design Data Station Required Current Flexural M3u Location Reinf Ratio Reinf Ratio Combo Pu M2u Top 0.0025 0.0048 COMB26 34135.720 1267.355 -88092.336 Bottom 0.0025 0.0048 COMB26 40297.756 168.264 -39378.727 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Bounda ry Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 67 Bot Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.6 Shear Design Data Capacity Capacity Station Rebar " Shear Mu Vu phi Vc phi Vn 2/ft Location in Combo Pu Top Leg 1 0.240 COMB22 35786.041 237026.279 68468.238 95659.357 161323.357 743 6 Bot Leg 1 0.240 COMB22 51480.921 -485290.562 68577.239 97542.743 16320 . c a gg 3 ti i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 221 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW30 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 23.208 40.000 Top 210.750 23.208 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic i Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor i Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural M2u Mau Location Reinf Ratio Reinf Ratio Combo Top 0.0025 0.0048 COMB26 54024.438 -468.581 158474.933 Bottom 0.0025 0.0048 COMB26 64164.520 -578.869 -305576.929 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 206.000 -23.208 215.500 -23.208 9.500 500 9 0.667 0.667 Bot Leg 1 206.000 -23.208 215.500 -23.208 . Shear Design Data Capacity Capacity Station Rebar Shear Mu Vu phi Vc phi Vn Location in'2/ft Combo Pu 1 240 0 COMB22 78438.201 467869.422 129264.087 100777.616 166441.616 Top Leg . 0 COMB22 108020.948 -927931.496 129292.826 104327.546 169991.546 Bot Leg 1 0.24 c ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 222 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Ash, Pier Label : SW30 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 23.208 30.000 Top 210.750 23.208 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC6KIS 6.333 864000.000 8640000.000 1.000 Bottom SWCONC6KIS 6.333 864000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0048 COMB26 113382.296 11047.663 -342909.925 Bottom 0.0025 0.0048 COMB26 112486.888 -1210.319 303768.064 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Bot Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.624 COMB25 225254.046 -220610.730 309727.553 138929.340 309727.553 Bot Leg 1 0.240 COMB22 162907.728 355833.532 83339.204 131447.782 197111.782 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 223 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW30 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 23.208 20.000 Top 210.750 23.208 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0048 COMB26 95596.141 3124.499 -168020.346 Bottom 0.0025 0.0048 COMB26 88596.214 -2323.072 360533.190 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Bot Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 148355.268 -444544.575 84245.962 109167.664 174831.664 Bot Leg 1 0.240 COMB22 143148.767 460204.721 84293.403 108542.884 174206.884 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 224 DETAILED OUTPUT DATA - UNI FORM REINFORCING PIER S ECTION - DESIGN (ACI 318-05/IBC 200 3) Pier Label : Story Label: 3RD 3RD . Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 23.208 10.000 Top 210.750 23.208 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Ask Flexural Design Data Station Required Current Flexural Location Reinf Ratio R einf Ratio Combo Pu M2u Mau Top 0.0036 0.0048 COMB26 -24690.731 8433.150 -562887.422 Bottom 0.0025 0.0048 COMB26 -33109.645 -9723.385 331102.670 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Bot Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 33710.682 -719097.295 104816.885 95410.314 161074.314 Hot Leg 1 0.240 COMB22 24534.816 409873.976 104797.910 94309.210 159973.210 C ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 225 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SE CTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW30 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 0.000 Bottom 210.750 23.208 0.000 Top 210.750 23.208 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.333 576000.000 8640000.000 1.000 Bottom SWCONC 6.333 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0041 0.0048 COMB26 -109968.584 4288.931 -317941.702 Bottom 0.0031 0.0048 COMB26 -118418.757 -9323.287 62715.679 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Bot Leg 1 206.000 -23.208 215.500 -23.208 9.500 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 -65694.312 -400311.921 38999.615 65367.287 131031.287 Bot Leg 1 0.240 COMB22 -75110.091 71040.807 38859.290 82351.821 148015.821 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 226 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW31 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 206.000 27.708 50.000 Top 206.000 27.708 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.000 576000.000 8640000.000 1.000 Bottom SWCONC 6.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 23618.290 695.099 34189.169 Bottom 0.0025 0.0046 COMB26 43236.255 -281.059 50906.831 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 206.000 -23.208 9.000 0.667 Bot Leg 1 206.000 -32.208 206.000 -23.208 9.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB25 11104.348 -76484.704 65408.925 87888.868 150096.868 Bot Leg 1 0.240 COMB25 31292.055 299679.955 67159.230 90311.393 152519.393 t ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 227 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW31 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 206.000 27.728 40.000 Top 206.000 27.728 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #3 1.000 #3 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.846 576000.000 8640000.000 1.000 Bottom SWCONC 3.846 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0032 COMB26 47013.875 -218.870 31796.405 Bottom 0.0025 0.0032 COMB26 59121.174 670.192 27647.516 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 206.000 -29.289 2.920 0.667 Top Leg 2 206.000 -26.058 206.000 -23.208 2.850 0.667 Bot Leg 1 206.000 -32.208 206.000 -29.289 2.920 0.667 Bot Leg 2 206.000 -26.058 206.000 -23.208 2.850 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 -23701.018 -86499.457 27958.367 20041.654 40221.305 Top Leg 2 0.240 COMB25 65952.376 -72443.637 24244.323 20765.219 45389.739 Bot Leg 1 0.240 COMB13 53674.676 102259.290 28808.331 21271.219 46495.783 Bot Leg 2 0.240 COMB25 5867.399 80862.032 22319.644 19177.528 38877.144 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 228 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW31 Story Label: 5TH Location Data Pier Axis Station Xc Yc Height Angle Location Ordinate Ordinate 10.000 90.000 Bottom 206.000 27.708 Top 206.000 27.708 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Zc Ordinate 30.000 40.000 Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 6.000 576000.000 8640000.000 1.000 Bottom SWCONC 6.000 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 77788.310 2569.320 4532.742 Bottom 0.0025 0.0046 COMB26 92788.777 -653.950 -130912.225 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 206.000 -23.208 9.000 0.667 Bot Leg 1 206.000 -32.208 206.000 -23.208 9.000 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.378 COMB25 43742.332 188726.416 189730.681 91805.426 189730.681 Bot Leg 1 0.240 COMB22 155015.181 -63518.116 31835.589 105158.168 167366.168 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 229 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW31 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 90.000 Bottom 206.000 27.606 20.000 Top 206.000 27.606 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #3 1.000 #3 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.962 576000.000 8640000.000 1.000 Bottom SWCONC 3.962 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0031 COMB26 82797.279 -207.751 -163501.208 Bottom 0.0025 0.0031 COMB26 77707.921 426.313 -141195.612 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 206.000 -29.436 2.772 0.667 Top Leg 2 206.000 -26.378 206.000 -23.208 3.170 0.667 Bot Leg 1 206.000 -32.208 206.000 -29.436 2.772 0.667 Bot Leg 2 206.000 -26.378 206.000 -23.208 3.170 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 85822.056 67477.918 19768.969 20198.832 44151.699 Top Leg 2 0.240 COMB26 1704.030 39125.644 13042.792 23096.108 50484.724 Bot Leg 1 0.240 COMB22 39269.163 -61769.946 18574.617 24674.061 43836.355 Bot Leg 2 0.240 COMB26 35566.061 -49707.778 13775.519 23096.108 50484.724 F ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 230 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW31 Story Label: 3RD Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 206.000 27.606 10.000 Top 206.000 27.606 20.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #3 1.000 #3 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.962 576000.000 8640000.000 1.000 Bottom SWCONC 3.962 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0031 COMB26 48481.988 2598.734 -248557.949 Bottom 0.0025 0.0031 COMB26 65790.544 -915.696 -232774.512 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 206.000 -29.436 2.772 0.667 Top Leg 2 206.000 -26.378 206.000 -23.208 3.170 0.667 Bot Leg 1 206.000 -32.208 206.000 -29.436 2.772 0.667 Bot Leg 2 206.000 -26.378 206.000 -23.208 3.170 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 78275.757 50230.399 10102.657 18465.566 37627.860 Top Leg 2 0.240 COMB25 -20587.429 79505.069 16355.610 14804.851 36715.743 Bot Leg 1 0.240 COMB22 55618.315 -11416.729 8808.720 20198.832 44151.699 Bot Leg.2 0.240 COMB2 69336.321 -31169.628 16148.736 48509.027 75897.642 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 231 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW31 Story Label: 2ND Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 206.000 27.606 0.000 Top 206.000 27.606 10.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #3 1.000 #3 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 3.962 576000.000 8640000.000 1.000 Bottom SWCONC 3.962 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0031 COMB26 88257.185 -348.345 -59496.502 Bottom 0.0025 0.0031 COMB26 108173.871 -18.331 -41958.849 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 206.000 -32.208 206.000 -29.436 2.772 0.667 Top Leg 2 206.000 -26.378 206.000 -23.208 3.170 0.667 Bot Leg 1 206.000 -32.208 206.000 -29.436 2.772 0.667 Bot Leg 2 206.000 -26.378 206.000 -23.208 3.170 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in~2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB22 41529.706 3617.071 8493.612 20198.832 44151.699 Top Leg 2 0.240 COMB25 55803.616 19853.711 15524.657 23096.108 50484.724 Bot Leg 1 0.240 COMB22 21193.201 -52144.333 8342.378 11763.154 30925.448 Bot Leg 2 0.240 COMB2 147725.206 -86325.953 16297.320 34395.012 61783.627 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 232 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW35 Story Label: 8TH Location Data Pier Axis Station Xc Yc Height Angle Location Ordinate Ordinate 10.000 28.000 Bottom 268.470 186.790 Top 268.470 186.790 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinfo rcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Zc Ordinate 60.000 70.000 Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 27.093 576000.000 8640000.000 1.000 Bottom SWCONC 27.093 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 192470.551 55909.051 -922667.001 Bottom 0.0025 0.0043 COMB26 226203.732 -39891.365 -120654.665 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 250.528 -196.329 286.411 -177.250 40.640 .0.667 Bot Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 425913.146-2993999.663 456062.883 441962.513 722868.309 Bot Leg 1 0.240 COMB9 477528.978 1566629.165 456062.883 448156.412 729062.209 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 233 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) AMW Pier Label : SW35 Story Label: 7TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 28.000 Bottom 268.470 Top 268.470 Yc ordinate 186.790 186.790 Zc ordinate 50.000 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 27.093 576000.000 8640000.000 1.000 Bottom SWCONC 27.093 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 388120.711 44149.273-1003451.096 Bottom 0.0025 0.0043 COMB26 421853.892 -55583.620 -353621.058 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Bot Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu. Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 782680.291-1834593.856 524687.582 484774.570 765680.367 Bot Leg 1 0.240 COMB9 834296.123 3412281.966 524687.582 490968.470 771874.266 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 234 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW35 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 28.000 Bottom 268.470 186.790 40.000 Top 268.470 186.790 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 27.093 576000.000 8640000.000 1.000 Bottom SWCONC 27.093 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 536172.484 41889.916-1060212.459 Bottom 0.0025 0.0043 COMB26 569905.666 -35164.172 -751869.601 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Bot Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 988704.905 390356.628 483019.429 509497.524 790403.320 Bot Leg 1 0.240 COMB9 1040320.736 5220550.916 483019.429 444151.063 795283.308 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 235 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Ark, Pier Label : SW35 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 28.000 Bottom 268.470 186.790 30.000 Top 268.470 186.790 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 27.093 576000.000 8640000.000 1.000 Bottom SWCONC 27.093 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0043 COMB26 680404.352 84700.685-1489528.627 Bottom 0.0025 0.0043 COMB26 714137.534 -103025.353-1927906.222 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Yl X2 Y2 Length Thickness Top Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Bot Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 1180325.897 2086191.821 365715.007 444151.063 795283.308 Hot Leg 1 0.240 COMB9 1231941.729 5743341.894 365715.007 444151.063 795283.308 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 236 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) law Pier Label : SW35 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 28.000 Bottom 268.470 186.790 20.000 Top 268.470 186.790 30.000 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 27.093 576000.000 8640000.000 1.000 Bottom SWCONC 27.093 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0025 0.0043 COMB26 803586.930 24443.361-2764071.380 Bottom 0.0025 0.0043 COMB26 837320.111 60724.909 -4722420.06 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Bot Leg 1 250.528 -196.329 286.411 -177.250 40.640 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 1301045.477 1842490.892 294691.132 444151.063 795283.308 Bot Leg 1 0.240 COMB9 1352661.308 4789402.216 294691.132 444151.063 795283.308 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 237 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW36 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 28.000 Bottom 301.557 224.409 50.000 Top 301.557 224.409 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 59115.508 14556.221 -878814.118 Bottom 0.0025 0.0043 COMB26 75165.409 -12947.811 290607.468 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Bot Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location inA2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 145347.982- 1483404.147 176606.235 203405.567 337057.657 Bot Leg 1 0.240 COMB9 169906.264 282658.207 176606.235 206352.561 340004.651 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 238 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW36 Story Label: 6TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 28.000 Bottom 301.557 Top 301.557 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc Ordinate 224.409 224.409 Zc Ordinate 40.000 50.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 103470.546 5688.663 -802664.458 Bottom 0.0025 0.0043 COMB26 119520.447 -5982.070 410631.004 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Bot Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB9 281801.512-1326175.504 183297.954 219779.990 353432.081 Bot Leg 1 0.240 COMB9 306359.794 506804.041 183297.954 222726.984 356379.074 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 239 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW36 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate ordinate 10.000 28.000 Bottom 301.557 224.409 30.000 Top 301.557 224.409 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 86671.992 20344.542 -920923.291 Bottom 0.0025 0.0043 COMB26 102721.893 -22862.311 299242.536 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Bot Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 79540.986 -621198.071 187841.798 195508.727 329160.818 Bot Leg 1 0.240 COMB21 95590.886 1257219.906 187841.798 197434.715 331086.806 z ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 240 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW36 Story Label: 4TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 28.000 Bottom 301.557 Top 301.557 Flags and Fact ors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc ordinate 224.409 224.409 Zc ordinate 20.000 30.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 -3608.244 14440.184-1815928.644 Bottom 0.0025 0.0043 COMB26 12441.657 -4781.511-1196727.252 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Bot Leg 1 293.021 -228.948 310.094 -219.871 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 1302.053 -774892.632 168689.423 186120.055 319772.146 Bot Leg 1 0.240 COMB21 17351.954 912001.594 168689.423 188046.043 321698.134 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 241 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) Pier Label : SW37 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 28.000 Bottom 306.636 233.961 50.000 Top 306.636 233.961 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 9684.503 48653.395 574999.815 Bottom 0.0025 0.0043 COMB26 25734.406 -37106.006 -151418.527 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Bot Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 9684.503 574999.815 72641.834 187125.976 320778.086 Bot Leg 1 0.240 COMB26 25734.406 -151418.527 72641.834 189051.965 322704.075 k ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 242 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW37 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 28.000 Bottom 306.636 233.961 40.000 Top 306.636 233.961 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 159005.741 18902.318 217770.540 Bottom 0.0025 0.0043 COMB26 175055.644 -18729.697 -871695.450 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Bot Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 159005.741 217770.540 108946.599 205044.525 338696.635 Bot Leg 1 0.240 COMB26 175055.644 -871695.450 108946.599 206970.513 340622.623 k ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 243 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW37 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 28.000 Bottom 306.636 233.961 30.000 Top 306.636 233.961 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier. Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 320242.430 29742.645 -52802.002 Bottom 0.0025 0.0043 COMB26 336292.333 -29839.549 -889765.879 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Bot Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 216822.954 -871385.938 122440.068 211982.591 345634.701 Bot Leg 1 0.240 COMB13 241381.240 353014.747 122440.068 214929.585 348581.695 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 244 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DES IGN (ACI 318-05/IBC 2003) Pier Label : SW37 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 28.000 Bottom 306.636 233.961 20.000 Top 306.636 233.961 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 12.891 576000.000 8640000.000 1.000 Bottom SWCONC 12.891 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 498659.827 17155.704 113489.766 Bottom 0.0025 0.0043 COMB26 514709.730 -6097.839 429150.787 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Bot Leg 1 298.100 -238.500 315.172 -229.422 19.336 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB21 385081.974 790707.580 142940.206 232173.673 365825.783 Sot Leg 1 0.240 COMB21 401131.878 2220109.643 142940.206 234099.661 367751.771 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 245 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW38 Story Label: 7TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 62.000 Bottom 312.633 224.646 50.000 Top 312.633 224.646 60.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometr y Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.212 576000.000 8640000.000 1.000 Bottom SWCONC 7.212 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 7191.349 1204.433 -387436.307 Bottom 0.0025 0.0046 COMB26 16170.440 -2086.837 374677.530 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Bot Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 12727.663 268177.775 86865.210 105564.473 180335.917 Bot Leg 1 0.240 COMB13 26466.774 -600474.320 86865.210 107213.163 181984.608 1 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 246 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER S ECTION - DESIGN (ACI 318-05/IBC 2003) Ark, Pier Label : SW38 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 62.000 Bottom 312.633 224.646 40.000 Top 312.633 224.646 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.212 576000.000 8640000.000 1.000 Bottom SWCONC 7.212 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 41182.282 2557.423 -250497.032 Bottom 0.0025 0.0046 COMB26 50161.373 -2265.193 247592.983 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Bot Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in~2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB13 107159.106 139431.812 52508.526 116896.243 191667.688 Bot Leg 1 0.240 COMB13 120898.197 -385653.452 52508.526 118544.934 193316.379 t ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 247 DETAILED OUTPUT DATA - UNIFORM REINFOR CING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW38 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 62.000 Bottom 312.633 224.646 30.000 Top 312.633 224.646 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 7.212 576000.000 8640000.000 1.000 Bottom SWCONC 7.212 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 62282.265 1081.645 -794608.147 Bottom 0.0025 0.0046 COMB26 71261.356 -2087.121 864630.915 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Bot Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB26 62282.265 -794608.147 165923.906 111511.022 186282.467 Bot Leg 1 0.240 COMB26 71261.356 864630.915 165923.906 112588.513 187359.958 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 248 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW38 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 62.000 Bottom 312.633 224.646 20.000 Top 312.633 224.646 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC6KIS 5.879 864000.000 8640000.000 1.000 AdFA. Bottom SWCONC6KIS 5.879 864000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0046 COMB26 144663.143 -987.290 -723395.242 Bottom 0.0084 0.0046 COMB26 153642.234 1637.031 2647023.632 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Y1 X2 Y2 Length Thickness Location X1 Top Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Bot Leg 1 310.094 -229.422 315.172 -219.871 10.818 0.667 Shear Design Data _ Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.617 COMB26 144663.143 -723395.242 337041.887 144778.544 337041.887 Bot Leg 1 0.614 COMB26 153642.234 2647023.632 337041.887 145856.035 337041.887 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 249 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER S ECTION - DES IGN (ACI 318-05/IBC 2003) Pier Label : SW39 Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 62.000 Bottom 301.351 269.726 40.000 Top 301.351 269.726 50.000 Flags and Factors Design RLLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 16.058 576000.000 8640000.000 1.000 _ Bottom SWCONC 16.058 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 94370.885 18620.086-1775403.017 Bottom 0.0025 0.0043 COMB26 114363.668 -12666.676 1361547.789 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 295.697 -280.359 307.005 -259.092 24.086 0.667 Bot Leg 1 295.697 -280.359 307.005 -259.092 24.086 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi VC phi Vn Top Leg 1 0.240 COMB26 94370.885-1775403.017 313695.081 242972.919 409458.510 Bot Leg 1 0.240 COMB26 114363.668 1361547.789 313695.081 245372.053 411857.644 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 250 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW39 Story Label: 5TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location ordinate ordinate Ordinate 10.000 62.000 Bottom 301.351 269.726 30.000 Top 301.351 269.726 40.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 16.058 576000.000 8640000.000 1.000 Bottom SWCONC 16.058 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 72042.481 3542.748-1079847.874 Bottom 0.0036 0.0043 COMB26 92035.264 -9944.785 5274288.674 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 295.697 -280.359 307.005 -259.092 24.086 0.667 Bot Leg 1 295.697 -280.359 307.005 -259.092 24.086 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.570 COMB26s 72042.481-1079847.874 635413.655 240293.510 635413.655 Bot Leg 1 0.566 COMB26 92035.264 5274288.674 635413.655 242692.644 635413.655 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 251 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW39 Story Label: 4TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 62.000 Bottom 301.351 269.726 20.000 Top 301.351 269.726 30.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC6KIS 13.090 864000.000 8640000.000 1.000 Bottom SWCONC6KIS 13.090 864000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0043 COMB26 -68763.567 -1554.076 1796694.153 Bottom 0.0086 0.0043 COMB26 -48770.784 73.410 9949168.707 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 295.697 -280.359 307.005 -259.092 24.086 0.667 Bot Leg 1 295.697 -280.359 307.005 -259.092 24.086 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in"2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.778 COMB26 -68763.567 1796694.153 815247.455 275458.577 815241.455 Bot Leg 1 0.775 COMB26 -48770.784 9949168.707 815247.455 277857.711 815247.455 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 252 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW40 Story Label: 8TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 89.835 Bottom 364.463 Top 364.463 Yc Ordinate 100.236 100.236 Zc ordinate 60.000 70.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.186 576000.000 8640000.000 1.000 Bottom SWCONC 17.186 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 277039.634 32204.733-2314748.291 Bottom 0.0025 0.0044 COMB26 298436.813 -13709.867 583245.672 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 364.426 -113.125 364.500 -87.347 25.778 0.667 Bot Leg 1 364.426 -113.125 364.500 -87.347 25.778 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in 2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 596270.463 -4364313.60 450670.594 319473.053 497653.455 Bot Leg 1 0.240 COMB14 629010.725 142392.336 450670.594 323401.885 501582.286 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 253 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW40 Story Label: 7TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.000 Bottom 364.500 Top 364.500 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Yc Ordinate 100.263 100.263 Zc Ordinate 50.000 60.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.150 576000.000 8640000.000 1.000 Bottom SWCONC 17.150 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 -2320.280 -181.905 40778.961 Bottom 0.0025 0.0044 COMB26 413777.050 76.492-1253507.510 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 364.500 -113.125 364.500 -87.400 25.725 0.667 Bot Leg 1 364.500 -113.125 364.500 -87.400 25.725 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.240 COMB14 -2696.081 46446.712 59444.468 247081.265 424890.960 Bot Leg 1 0.385 COMB14 843703.422 -618121.592 633807.205 348649.206 633807.205 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 254 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 200 3) Pier Label : SW40 co Story Label: 6TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate ordinate 10.000 89.999 Bottom 364.500 100.214 40.000 Top 364.500 100.263 50.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 17.150 576000.000 8640000.000 1.000 Bottom SWCONC 17.215 576000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0025 0.0044 COMB26 345210.032 -13049.293 2089964.738 Bottom 0.0025 0.0044 COMB26 366603.039 11724.963-2137438.727 Pier Leg Location, Length and Thickness (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 364.500 -113.125 364.500 -87.400 25.725 0.667 Bot Leg 1 364.500 -113.125 364.500 -87.303 25.822 0.667 Shear Design Data Station Rebar Shear Capacity Capacity Location in'2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.425 COMB14 708628.033 4600032.100 647497.649 332440.159 647497.649 Bot Leg 1 0.417 COMB14 741361.910-1910182.022 647497.649 337303.122 647497.649 ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 255 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 200 3) Pier Label : SW40L Story Label: 9TH Location Data Pier Axis Station Xc Yc Zc Height Angle Location Ordinate Ordinate Ordinate 10.000 90.000 Bottom 364.500 110.625 70.000 Top 364.500 110.625 80.000 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #4 1.000 #4 0.125 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONC 5.000 576000.000 8640000.000 1.000 Bottom SWCONC 5.000 576000.000 8640000.000 1.000 Adpk Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u M3u Top 0.0052 0.0033 COMB14 184982.714 -196807.116 -174506.019 Bottom 0.0068 0.0033 COMB13 230272.693 94769.615 851199.051 Pier Leg Location, Length and Thickness (Used for Shear Desig n and Bounda ry Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 364.500 -113.125 364.500 -108.125 5.000 1.000 Bot Leg 1 364.500 -113.125 364.500 -108.125 5.000 1.000 Shear Design Data Station Rebar Shear Capacity Capacity Location in°2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.383 COMB13 220747.206 -384431.013 123563.006 54644.158 123563.006 Bot Leg 1 0.383 COMB13 230272.693 851199.051 123563.006 54644.158 123563.006 c ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 7:28 PAGE 256 DETAILED OUTPUT DATA - UNIFORM REINFORCING PIER SECTION - DESIGN (ACI 318-05/IBC 2003) Pier Label : SW40R Story Label: 9TH Location Data Pier Axis Station Xc Height Angle Location ordinate 10.000 90.001 Bottom 364.500 Top 364.500 Flags and Factors Design RLLF RLLF Design Active Source Factor Type Yes Prog Calc 1.000 Seismic Uniform Reinforcing Data Edge Edge End/Corner Clear Bar Spacing Bar Cover #6 0.583 #8 0.125 Yc ordinate 90.283 90.283 Zc ordinate 70.000 80.000 Pier Material and Geometry Data Station Pier Pier Pier Pier Pier LtWt Location Material Ag f'c fy Factor Top SWCONCSKIS 5.149 720000.000 8640000.000 1.000 Bottom SWCONCSKIS 5.149 720000.000 8640000.000 1.000 Flexural Design Data Station Required Current Flexural Location Reinf Ratio Reinf Ratio Combo Pu M2u Mau Top 0.0275 0.0144 COMB2 223612.059 -455629.406 1710783.387 Bottom 0.0084 0.0144 COMB14 212235.967 231355.032 -926823.654 Pier Leg Location, Length and Thickne ss (Used for Shear Design and Boundary Check) Station Location X1 Y1 X2 Y2 Length Thickness Top Leg 1 364.500 -93.167 364.500 -87.400 5.766 1.000 Bot Leg 1 364.500 -93.167 364.500 -87.400 5.766 1.000 Shear Design Data Station Rebar Shear Capacity Capacity Location in^2/ft Combo Pu Mu Vu phi Vc phi Vn Top Leg 1 0.879 COMB14 201250.320 1609828.663 253665.232 107742.719 253665.232 Bot Leg 1 0.814 COMB14 212235.967 -926823.654 253665.232 118474.349 253665.232 ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 1 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IBC 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in'2/ft 5TH W2(1) Top #5 #5 1.000 0.0025 0.0037 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0037 B 1 0.420 4TH W2(1) Top #5 #5 1.000 0.0025 0.0037 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0037 B 1 0.420 3RD W2(1) Top #5 #5 1.000 0.0025 0.0032 T 1 0.480 Bot #5 #5 1.000 0.0025 0.0032 B 1 0.480 4TH W2(3) Top #5 #5 1.000 0.0025 0.0038 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0038 B 1 0.420 3RD W2(3) Top #5 #5 1.000 0.0025 0.0038 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0038 B 1 0.420 2ND W2(3) Top #5 #5 1.000 0.0025 0.0033 T 1 0.480 Bot #5 #5 1.000 0.0025 0.0033 B 1 0.480 5TH W2(2) Top #5 #5 1.000 0.0025 0.0038 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0038 B 1 0.420 4TH W2(2) Top #5 #5 1.000 0.0025 0.0038 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0038 B 1 0.420 3RD W2(2) Top #5 #5 1.000 0.0025 0.0038 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0038 B 1 0.420 2ND W2(2) Top #5 #5 1.000 0.0025 0.0038 T 1 0.420 Bot #5 #5 1.000 0.0025 0.0038 B 1 0.420 3RD W3(2) Top #3 #3 1.000 0.0025 0.0015 T 1 0.360 T 2 0.360 Bot #3 #3 1.000 0.0025 0.0015 B 1 0.360 B 2 0.360 2ND W3(2) Top #3 #3 1.000 0.0025 0.0015 T 1 0.360 T 2 0.360 tot #3 #3 1.000 0.0025 0.0015 B 1 0.360 B 2 0.360 3RD W3(1) Top #3 #3 1.000 0.0025 0.0014 T 1 0.360 T 2 0.360 T 3 0.480 T 4 0.480 T 5 0.480 T 6 0.480 T 7 0.480 T 8 0.480 T 9 0.480 T 10 0.480 Bot #3 #3 1.000 0.0025 0.0014 B 1 0.360 B 2 0.360 B 3 0.480 B 4 0.480 B 5 0.480 B 6 0.480 B 7 0.480 B 8 0.480 B 9 0.480 B 10 0.480 2ND W3(1) Top #4 #4 1.000 0.0025 0.0028 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0028 B 1 0.360 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 2 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IBC 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in'2/ft 2ND W3(3) Top #4 #4 1.000 0.0025 0.0028 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0028 B 1 0.360 3RD W3 Top #4 #4 1.000 0.0025 0.0028 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0028 B 1 0.360 2ND W3 Top #4 #4 1.000 0.0025 0.0028 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0028 B 1 0.360 3RD W3(5) Top #4 #4 1.000 0.0025 0.0029 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0029 B 1 0.360 3RD W3(4) Top #4 #4 1.000 0.0025 0.0028 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0028 B 1 0.360 4TH W2 Top #4 #4 1.000 0.0025 0.0028 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0028 B 1 0.360 7TH SWi Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 6TH SWi Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 5TH SWi Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 4TH SW1 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 3RD SWi Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 2ND SWi Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 7TH SW2 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 6TH SW2 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 5TH SW2 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 4TH SW2 Top #4 #4 1.000 0.0025 0.0045 T 1 0.508 Bot #4 #4 1.000 0.0028 0.0045 B 1 0.505 3RD SW2 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 2ND SW2 Top #4 #4 1.000 0.0025 0.0030 T 1 0.360 Bot #4 #4 1.000 0.0025 0.0030 B 1 0.360 7TH SW3 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 T 2 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 B 2 0.240 B-Zone Length i ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 3 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IBC 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in'2/ft 6TH SW3 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 T 2 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 B 2 0.240 5TH SW3 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 T 2 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 B 2 0.240 4TH SW3 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 T 2 0.457 Bot #4 #4 1.000 0.0067 0.0044 B 1 0.240 B 2 0.454 3RD SW3 Top #4 #4 1.000 0.0069 0.0044 T 1 0.240 T 2 0.240 Bot #4 #4 1.000 0.0068 0.0044 B 1 0.240 B 2 0.240 2ND SW3 Top #5 #5 1.000 0.0036 0.0058 T 1 0.240 T 2 0.360 Bot #5 #5 1.000 0.0034 0.0058 B 1 0.240 B 2 0.360 8TH SW5 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 7TH SW5 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 6TH SW5 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 5TH SW5 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 4TH SW5 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 3RD SW5 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 2ND SW5 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 10TH SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 9TH SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 8TH SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 4 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IBC 2003) Story 1 Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in'2/ft 5TH SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW6 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 10TH SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot 44 #4 1.000 0.0025 0.0048 B 1 0.240 9TH SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 8TH SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 5TH SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW8 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 10TH SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 44 1.000 0.0025 0.0045 B 1 0.240 9TH SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 8TH SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 7TH SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 6TH SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 5TH SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 4TH SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 5 Summary Output Data - Uniform Reinforcing Pier Sections - Design Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in^2/ft Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 3RD SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 2ND SW9 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 10TH SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Sot #4 #4 1.000 0.0025 0.0048 B 1 0.240 9TH SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 8TH SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 5TH SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW10 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 10TH SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 9TH SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 8TH SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 7TH SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 6TH SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 5TH SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 4TH SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.240 3RD SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.353 Bot #4 #4 1.000 0.0025 0.0045 B 1 0.350 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 6 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IB C 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in^2/ft 2ND SW11 Top #4 #4 1.000 0.0025 0.0045 T 1 0.240 Sot #4 #4 1.000 0.0025 0.0045 B 1 0.240 10TH SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 9TH SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 8TH SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 5TH SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW12 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 10TH SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 9TH SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 8TH SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 7TH SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 6TH SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 5TH SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 4TH SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 3RD SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 2ND SW14 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 10TH SW15 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 B-zone Length i ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 7 Summary Output Data - Uniform Reinforcing Pier Sections - Design Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg inA2/ft Bot #4 44 1.000 0.0025 0.0046 B 1 0.240 9TH SW15 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 8TH SW15 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 6TH SW15 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 4TH SW15 Top #4 #4 1.000 0.0025 0.0046 T 1 0.368 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.364 3RD SW15 Top #4 #4 1.000 0.0025 0.0046 T 1 0.558 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.555 2ND SW15 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 10TH SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 9TH SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 8TH SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 7TH SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 6TH SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 5TH SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 4TH SW16 Top #4 44 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 3RD SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 2ND SW16 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 10TH SW17 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 7TH SW17 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 10TH SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 9TH SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 8 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IBC 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in-2/ft 8TH SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 5TH SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW19 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 10TH SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 9TH SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 8TH SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 7TH SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 6TH SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 5TH SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 4TH SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 3RD SW20 Top #4 #4 1.000 0.0036 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 2ND SW20 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 10TH SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 9TH SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 8TH SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 B-Zone Length ETABS V9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 9 Summary Output Data - Uniform Reinforcing Pier Sections - Design Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in^2/ft Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 5TH SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW21 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 10TH SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 9TH SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 8TH SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 7TH SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 6TH SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 5TH SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 4TH SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 3RD SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.455 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.452 2ND SW22 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 10TH SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 9TH SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 8TH SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 10 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IBC 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in^2/ft 5TH SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW23 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 10TH SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 9TH SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 8TH SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 7TH SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 6TH SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 5TH SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 4TH SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 3RD SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 2ND SW24 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 10TH SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 9TH SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 8TH SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 7TH SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 6TH SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 5TH SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 4TH SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 11 Summary Output Data - Uniform Reinforcing Pier Sections - Design Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in'2/ft Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 3RD SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.296 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.293 2ND SW25 Top #4 #4 1.000 0.0025 0.0044 T 1 0.268 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.264 10TH SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 9TH SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 8TH SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 7TH SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 6TH SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 5TH SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 4TH SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 3RD SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 2ND SW26 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 9TH SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 44 1.000 0.0025 0.0050 B 1 0.240 8TH SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 7TH SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 6TH SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 5TH SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 4TH SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 3RD SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 2ND SW27 Top #4 #4 1.000 0.0025 0.0050 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0050 B 1 0.240 B-Zone Length a a ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 12 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IB C 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in'2/ft 7TH SW28 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW28 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0039 0.0048 B 1 0.240 5TH SW28 Top #4 #4 1.000 0.0030 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0029 0.0048 B 1 0.240 4TH SW28 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW28 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW28 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 7TH SW29 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 6TH SW29 Top #4 #4 1.000 0.0044 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0050 0.0046 B 1 0.240 5TH SW29 Top #4 #4 1.000 0.0025 0.0037 T 1 0.914 Bot #4 #4 1.000 0.0025 0.0037 B 1 0.300 4TH SW29 Top #4 #4 1.000 0.0025 0.0037 T 1 0.300 Bot #4 #4 1.000 0.0025 0.0037 B 1 0.300 3RD SW29 Top #4 #4 1.000 0.0028 0.0037 T 1 0.715 Bot #4 #4 1.000 0.0063 0.0037 B 1 0.711 2ND SW29 Top #4 #4 1.000 0.0045 0.0037 T 1 0.417 Bot #4 #4 1.000 0.0065 0.0037 B 1 0.412 7TH SW30 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 6TH SW30 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 5TH SW30 Top #4 #4 1.000 0.0025 0.0048 T 1 0.624 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 4TH SW30 Top #4 #4 1.000 0.0025 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 3RD SW30 Top #4 #4 1.000 0.0036 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0048 B 1 0.240 2ND SW30 Top #4 #4 1.000 0.0041 0.0048 T 1 0.240 Bot #4 #4 1.000 0.0031 0.0048 B 1 0.240 7TH SW31 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 6TH SW31 Top #3 #3 1.000 0.0025 0.0032 T 1 0.240 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 13 Summary Output Data - Uniform Reinforcing Pier Sections - Design Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in"2/ft T 2 0.240 Bot #3 #3 1.000 0.0025 0.0032 B 1 0.240 B 2 0.240 5TH SW31 Top #4 #4 1.000 0.0025 0.0046 T 1 0.378 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 4TH SW31 Top #3 #3 1.000 0.0025 0.0031 T 1 0.240 T 2 0.240 Bot #3 #3 1.000 0.0025 0.0031 B 1 0.240 B 2 0.240 3RD SW31 Top #3 #3 1.000 0.0025 0.0031 T 1 0.240 T 2 0.240 Bot #3 #3 1.000 0.0025 0.0031 B 1 0.240 B 2 0.240 2ND SW31 Top #3 #3 1.000 0.0025 0.0031 T 1 0.240 T 2 0.240 Bot #3 #3 1.000 0.0025 0.0031 B 1 0.240 B 2 0.240 8TH SW35 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 7TH SW35 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 6TH SW35 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 5TH SW35 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Hot #4 #4 1.000 0.0025 0.0043 B 1 0.240 4TH SW35 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 7TH SW36 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 6TH SW36 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 5TH SW36 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 4TH SW36 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 7TH SW37 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 6TH SW37 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 5TH SW37 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 4TH SW37 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 B-Zone Length ETABS v9.1.0 File:FOUR SEASON HOTEL VAIL Units:lb-ft July 23, 2007 9:34 PAGE 14 SUMMARY OUTPUT DATA - UNIFORM REINFORCING PIER SECTIONS - DESIGN (ACI 318-05/IB C 2003) Story Pier Sta Edge End Edge Required Current Pier Shear Av Label Label Loc Bar Bar Spacing Ratio Ratio Leg in"2/ft 7TH SW38 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 6TH SW38 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 5TH SW38 Top #4 #4 1.000 0.0025 0.0046 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0046 B 1 0.240 4TH SW38 Top #4 #4 1.000 0.0025 0.0046 T 1 0.617 Bot #4 #4 1.000 0.0084 0.0046 B 1 0.614 6TH SW39 Top #4 #4 1.000 0.0025 0.0043 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0043 B 1 0.240 5TH SW39 Top #4 #4 1.000 0.0025 0.0043 T 1 0.570 Bot #4 #4 1.000 0.0036 0.0043 B 1 0.566 4TH SW39 Top #4 #4 1.000 0.0025 0.0043 T 1 0.778 Bot #4 #4 1.000 0.0086 0.0043 B 1 0.775 8TH SW40 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 7TH SW40 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.385 6TH SW40 Top #4 #4 1.000 0.0025 0.0044 T 1 0.425 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.417 9TH SW40L Top #4 #4 1.000 0.0052 0.0033 T 1 0.383 Bot #4 #4 1.000 0.0068 0.0033 B 1 0.383 9TH SW40R Top #6 #8 0.583 0.0275 0.0144 T 1 0.879 Bot #6 #8 0.583 0.0084 0.0144 B 1 0.814 5TH IW2 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 4TH IW2 Top #4 #4 1.000 0.0025 0.0044 T 1 0.240 Bot #4 #4 1.000 0.0025 0.0044 B 1 0.240 2ND W1 Top #5 #5 1.000 0.0025 0.0032 T 1 0.480 Bot #5 #5 1.000 0.0025 0.0032 B 1 0.480 B-Zone Length (