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Home My WebLink AboutB06-0196 Structural Calculations for Summary Permit Set Volume 1 05-11-06`STRUCTURAL CALCULATIONS for SUMMARY PERMIT SET FOUR S.ASONS HOTELS and RESORTS Vail CO Volume I of 2 f,_ HILL GLAZER ` 'HCHITECTS 925 Alm, Street Palo Alto, 94301 by NISHKIAN l4' ?NNINGER 1200 Fols,- cjtreet San Francisc, CA 94103 A*- NM job -:Jo. 7083 May 1 1, ?006 STRUCTURAL CALCULATIONS for SUMMARY PERMIT SET FOUR SEASONS HOTELS and RESORTS Vail, CO Volume 1 of 2 t for HILL GLAZER ARCHITECTS 925 Alma Street Palo Alto, CA 94301 by NISHKIAN MENNINGER 1200 Folsom Street San Francisco, CA 94103 NM Job No. 7083 May 11, 2006 Four Seasons Hotels and Resorts Vail, Colorado TITLE PAGE Design Summary 3 Design Load Table and Load Combinations 8 Non-PT Slab Design 15 PT Slab Design 28 PT Beam Design 168 Column Loads and Design 332 Basement Walls 457 > Spread Footing Design 478 Lateral Analysis 485 It n Shear Wall Design 5 Mat Foundation Design 533 Steel Roof 563 Miscellaneous 574 Wind Balcony 0 0 Design Summary 0 C FOUR SEASONS RESORT VAIL, CO MSBY,UN MENMNGER Project # 7083 /1 3-29-06 Structural Description Four Seasons Resort Hotel at Vail, CO is a new design-build structure consisting of 10 story floors including some basement levels, which are enclosed by basement walls. The structure will be constructed of cast-in-place concrete with structural steel framing at the roof assembly. The floor framing for buildings will consist of concrete flat plate utilizing post- tension steel and regular reinforcing steel. The foundation system will consist of a combination of mat concrete slab and concrete spread footings. The basement wall will be 4 stories high along north elevation and 2 or 3 stories high at south perimeter. The lateral force will be resisted by concrete shear walls. The structure is designed in conformance with the 2003 International Building Code (IBC 2003). Structural Design Summary i. General Governing Code IBC 2003 Building Height 100 ft Number of Stories 10 Story Height 2nd -3 rd: 1294" Typical: 10'-0" C 2. Project Location Site Conditions Geotechnical Engineer Seismic Use Group Vail Rd. and S. Frontage Rd. West Vail, CO Slope HP Geotech Report # 105 291 (June 22, 2005) X 4 Seismic Design Category Site Class Spectral Response Accelerations 3. Wind Load Basic Wind Speed Exposure Load combination & uplift 4. Snow Load Roof Snow Load, Pf (per City of Vail) pitches Snow drift Unbalanced snow load 5. Material Properties Concrete PT Slab Concrete Non-PT Slab Columns Shear Walls / Basement Walls All Others Reinforcing Steel 6. Gravity Structural System Roof Typical Floors 2nd & 3rd Floors /,t r1k C ,331 f Ss = 0.35 SDS = 0.28 S1 = 0.08 ,109 SDI = 0.09 90 mph J C 014> ASCE 7 sec 6 100 psf for less than 4:12 pitches 80 psf for greater/ equal 4:12 per ASCE 7 sec 7.7 per ASCE 7 sec 7.6 5,000 psi 4,000 psi 5,000 psi / 6000 psi 4,000 psi 3,000 psi ASTM A615, grade 60 Metal deck over structural steel framing PT slab supported by shear walls & non-frame concrete columns Non-PT slab supported by shear walls & non-frame conc. columns 5 Ground Floor Foundation at 2nd Floor Gravity Columns 7. Lateral Structural System Structural System Analysis Procedure Structure Period x-direction (E-W) Ct = 0.02 Ta = 0.535 sec Tgoverning = Tb =0.744 sec y-direction (N-S) Ct = 0.02 Ta =0.535 sec Tgoverning = Tb =0.845 sec Base Shear, V X-Direction (E-W) Y-Direction (N-S) Rho (p) pX = 1.0 J°4 pY = 1.0 Story Drift ratio max Da = 0.025 * h Concrete Mat Slab Spread Footing with Slab-on-grade Concrete columns Concrete Shear Walls R=4.5, 0=2.8 Equivalent Static Analysis C„ = 1.7 Tb = 0.744 sec Cu = 1.7 Tb = 0.845 sec 1400 kips 1300 kips 6 Note for Lateral Design • Lateral design base is assumed 3rd floor. (force are designed to transfer to foundation) • Orthogonal effect, torsional amplification factor and special seismic design provision are not required to consider. • Earth pressure: lesser of 24H or 50 E.F.P. [end] 0 7 0 Design Load Table and Load Combinations 0 r- DESIGN LOAD TABLES Updated on 10-18-05 Project: Four Seasons Resort, Vail, CO (7083) Project 7083 Date: 5/9/2006 Engineer: CK Typical Residential Roof Roof Beam S Columns Seismic S S Deck S Roofing 10.0 10.0 10.0 10.0 _ _ _ Decking 1.5 1.5 1.5 1.5 Beam Weight 5.0 5.0 5.0 NA Insulation 1.5 1.5 1.5 1.5 _ Column NA 5.0 5.0 NA Misc. 0.5 0.5 0.0 0.5 Hung Mechanical 7.0 7.0 7.0 7.0 Gyp. Ceiling 5.0 5.0 5.0 5.0 DEAD LOAD 30.5 35.5 35.0 25.5 LIVE LOAD 20 sf SNOW LOAD 80 sf WIND LOAD Penthouse F Slab Columns s s Seismic s Flooring 1.0 l - 1.0 1.0 8 1/2" Thick Conc. Slab 107.0 107.0 107.0 Columns NA _10.0 10.0 Partitions Misc. 10.0 10.0 5.0 5.0 100 0.0 DEAD LOAD 123.0 133.0 128.0 !LIVE LOAD 50 psf (Reducible) Typical Residential Area c- i Slab s Columns s Seismic s Floorin 1.0 1.0 1.0 8 1/2" Thick Conc. Slab 107.0 107.0 107.0 Columns NA 10.0 10.0 Partitions 10.0 10.0 10.0 Misc. 2.0 2.0 0.0 DEAD LOAD 120.0 130.0 128.0 LIVE LOAD 40 sf - Private rooms Reducible 100 sf -Public rooms(Reducible) NISKIAN MENNINGER Load Table.xls Se-c g,4(. 0,°~ ak~-- LOAD TALES 5 Slab sunnortina Roof Slab s Columns Seismic s s F orin~c 1.0 1.0 1.0 1 ' Thick Conc. Slab 125.0 125.0 125.0 Steel framing from roof Point load NA NA_ Columns NA 10.0 10.0 Partitions 10.0 10.0 10.0 Misc. 2.0 2.0 0.0 DEAD LOAD 138.0 148.0 146.0 LIVE LOAD 40 sf Reducible Tarraca / Cnurtvard F Slab s Columns s Seismic s Flooring 5.0 5.0 5.0 12" Thick Conc. Slab 150.0 150.0 15_0.0 Columns NA 10.0 10.0 _ Misc. 5.0 5.0 0.0 _ Landsoa a Varies Varies Varies DEAD LOAD 160.0 170.0 165.0 LIVE LOAD 00 s f Non-Reducible rarana / Ramn Slab s Columns Seismic s (EL Flooring 0.0 0.0 0.0 10" Thick Conc. Slab (Non-PT) 125.0 125.0 125.0 Columns NA 10.0 10.0 Misc. 3.0 3.0 0.0 DEAD LOAD 128.0 138.0 135.0 LIVE LOAD 40 sf Non-Reducible Ratail / Ballroom / Etr. Slab s Columns s Seismic s Flooring 3.0 3.0 3.0 10 1/2" Thick Conc. Slab(Non-PT) 132.0 132.0 132.0 Columns NA 10.0 10.0 Partition 10.0 10.0 10.0 Misc. 7.0 7.0 0.0 DEAD LOAD 152.0 162.0 155.0 LIVE LOAD 100 s f Non-Reducible Corridor Slab s Columns s Seismic s Flooring 1.0 1.0 1.0 10" Thick Conc. Slab (Non-PT) 125.0 125.0 125.0 Columns NA 10.0 10.0 Misc. 2.5 2.5 0.0 DEAD LOAD 128.5 138.5 136.0 LIVE LOAD 100 s f Non-Reducible U J r~ Glfv~ ~o~ s is A r(~:h tOp,; jrAlk- NISKIAN MENNINGER Load Table.xls LOAD Tf@LES Loading Dock Slab s Columns s Seismic s Flooring 0.0 0.0 0.0 12" Thick Conc. Slab 150.0 150.0 150.0 Columns - NA 10.0 10.0 - Misc. 3.0 3.0 0.0 DEAD LOAD 153.0 163.0 160.0 LIVE LOAD 250 sf Non-Reducible Wall Unit Wt. s Curtain Wall 20 8" CMU 75 0 C NISKIAN MENNINGER Load Table.xls LOAD TfVLES c. i Four Seasons Resort, Vail (7083) Load Combination 6/24/2005 CK r._ i 1 l 0 N I S EiKIAN MENN IN GER SHEET NO. OF CONSULTING AND STRUCTURAL ENGINEERS 821 HOWARD STREET, SAN FRANCISCO, CA 94103 CALCULATED BY DATE (415) 541-9477 FAX (415) 543-5071 CHECKED BY DATE SCALE i i I i } ! r i 1 i ~ j ! ' 1 i : I E f I i E i i I 1 ! ~ i ! ! ! i i ! I t I i i„ ! ] 1 i I I 1K~ '~~!r i i ' r t 1 f , I i ! ! i i 1 t I i : ' , ...1.. _ _ ! I _ I I } 1 k i r i ~ i I I I i j : , ! j I ~'I I C~. . ~ ? 1 i . ! I ! i i I ' D: 1 i i ` _ i i i , i + ! j , i 1 i ! ! I i AN r I { a E a._.., _.._~.....__.1,..... _...!_.........._I___._..:_._._.....}..........!............_...... .._~._...._....p...... I i f ! I •3 i I i.._..,...... 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Non-PT Slab Design 0 Cd 15 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-06 2nd Floor ¢ bending = 0.9 fc fy p1 ksi ksi 5 60 0.80 0.80 MU Bar Min As ratio POS DL SupDL LL 1.2D+1.6 Max Span POS NEG t slab B d' d Area Number As 0.0025 ~ x Mn psf psf psf psf ft k-ft/ft k-ft/ft in in in in # 1-bar in2 kips-ft 125 5 40 220 32 14.1 18.8 10 12 1 9.0 #5 0.31 1 0.31 0.30 ok 12.3 125 15 100 328 30 18.5 24.6 10 12 1 9.0 #5 0.31 1 0.31 0.30 ok 12.3 125 15 125 368 30 20.7 27.6 10 12 1 9.0 #6 0.44 1 0.44 0.30 ok 17.3 If same top and bot mesh Add Top Additional Additional Bar per 1ft Neg Cap provided per 1ft NEG Tributary Tributary Moment per 1ft Tributary 6.5 12.3 10.3 Bar NEG # Area 1-bar Number As in2 m x Mn kips-ft #7 0.60 0.3 0.18 7.2 #7 0.60 0.55 0.33 13.1 #7 0.60 0.45 0.27 10.7 ok ok ok 16 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 2nd Floor cP of (r rid ! TT77 ~x x~ IfIt ~r ~r war TT 1 T ~f. .Y r TI T Ig) 4A PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-06 -135. -90. 45. 17 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-O6 2nd Floor r 0 2 0 -15.0 -10.1 .0 low, 0.0 E 18 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 PROJECT: Four Seasons Resort, Vail, Colorado PROJECT # 7083 CALCULATED BY: DATE: Apr-O6 2nd Floor Ti i2' T T f) t. T JAM NY Q, Ia4 T ) A T 41 (6 ff T 7 (T ' 11 j t 1.~___.._..._.... hQ, 7~ F Tp:~;i ; T T C nTaT iT~ 4 I T ' r P .a.i 0. . ! 0. -135. -90. -45. 0. E-3 19 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-06 2nd Floor Y 25.0 5 0 6.3 12.5 1.8 Mff 20 NISHKIAN MENNINGER r~ CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-O6 2nd Floor ii ❑x f ,Ir 6-3 12.5 18.8 25.8 21 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-O6 3rd Floor ~ bending = 0.9 Pc fy p 1 ksi ksi 5 60 0.80 0.80 MU Bar Min As ratio POS DL SupDL LL 1.2D+1.6L Max Span POS NEG t slab B d' d Area Number As 0.0025 O x Mn psf psf psf psf ft k-fUft k-ftlft in in in in # 1-bar in2 kips-ft 131 15 85 312 32 19.9 26.6 10.5 12 1 9.5 #5 0.31 1 0.31 0.32 NG 13.0 131 15 100 336 30 18.9 25.2 10.5 12 1 9.5 #5 0.31 1 0.31 0.32 NG 13.0 125 15 40 232 30 13.1 17.4 10 12 1 9.0 #5 0.31 1 0.31 0.30 ok 12.3 If same top and bot mesh Add Top Additional Additional Bar per 1ft Neg Cap provided per 1ft NEG Tributary Tributary Moment per 1ft Tributary 13.6 12.2 5.1 Bar NEG # Area 1-bar Number As in2 x Mn kips-ft #7 0.60 0.55 0.33 13.8 #7 0.60 0.5 0.30 12.6 #7 0.60 0.25 0.15 6.0 ok ok ok 22 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 U 3rd Floor z 9 t y i L! i (r!i a- rgl- f~ j- 11j 13 r= PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7063 CALCULATED BY: DATE: Apr-06 -13.5 -9.0 -4.5 0.0 { r 3 g~ t 1 G R ~g3 i t F r E-3 23 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 3rd Floor ~~r r i F- i ~ I ~ PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-06 -120. -80. -40- 0. E-3 24 0 U NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 3rd Floor ~rT ~r PROJECT Four Seasons Resort, Vail, Colorado PROJECT# 7083 CALCULATED BY: DATE: Apr-06 2. -84. -56. 8. 0. E-3 25 NISHKIAN MENNINGER 11 CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 3rd Floor PROJECT: PROJECT# CALCULATED BY: DATE: Four Seasons Resort, Vail, Colorado 7083 Apr-06 !j Slab Resultant Mxx Diagram - [DCON2] O U 6.3 12.5 S 25.0 26 NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1200 Folsom Street, San Francisco CA 94103 3rd Floor PROJECT: Four Seasons Resort, Vail, Colorado PROJECT# 7063 CALCULATED BY: DATE: Apr-O6 "2 0> 6.3 12.5 18.8 25.0 27 I PT Slab Design 28 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: W6 C Project Title: 6th Floor Level General Data Design Code 0 ACI 318-95 Q CSA A23.3-94 Q ACI 421.1-R 92 System of Units o US fin., b) 0 SI (mm, kN) Studrail Data 3b.r.f vi ,.Id >trength ffy) 50000 psi Stud Diamelei 5lO in. Stud Spacing 00 Q Auto Slab Data Efferlivr :decal, (d): 8.375 in- Slab tl ickness 10 in- Top. 75 in. Both-n -,,er 75 in. cr to :_trengtf, ['r j 5000 Psi Concrete Density Q Normal Weight o Semi Lt Weigflt o Light Weight Connection Name- Grid BC-B7 Connection Data Conr'6Cflon Type o Interior Coharm Q Edge Column >4~ Q Corner Column C ii.unr c,, 16 x 24 i'1. in. Overfi.yng Igb11 0 irk Loads: Vu 93.445 kip h:1 58.071 ft-kip FA e , 115.93 ft-kip Prestress (fpc): 0 psi # of Studiails o ® Q Auto New Column Connection G rid BC -B1 - STUD RAIL DETAIL 1.98 in. .35 in. - }~f~7III 5/8 in.-J ~ ff Y N ~~~7III I I ~ 3/4 in. N 2 in. 5/16 in _ 1 S. = 4 4 in 7 3/4 in. f 40 in STUDRAIL LAYOUT PLAN VIEW Number of rails column 5 Number of studs rail 9 Stud diameter 5 8 in. Studspacing. s 4 in. Distance to first stud So 4 in. Overall height of rail 8 112 in. To cover 3 4 in Click on box or ma nified view BOttOm COVE!r 314 In. - Para-stns _ ~ D ECQN ST t~ DR I ES CAN S« ' E RN Openings X Angle z Y (-J- 11111: From_ p deg_ To: p deg- #2~ From: dew To: 0 deg_ #3: From: p deg. To: p deg 11114: From: p deg_ To: p deg- Calculate Rail Grid BC-B1 I DESR3M P Reu T R AT d FROM m stun csrs- C.k- c.ftid Xo- -7.98 in. Y. -7.96 in. D&A Swionk-A. - 4051 nr2 MoneNSdrnentisdx-3.52E.U4 nr4 Jy-1.56EAM inr4 Ay - -1.46E-04 n7^4 Mad.- sties stress: w - 398 pv at x - 421 in. Y.821 n Sher rcsislnrce: 0--240p. D Ifix P e T R D T~ID SR ea g INFDR DZDM C.k een6oid Xe--28.93h Yo--28A1 in Cdicat SectmAnes: Ac - 819.5 inr2 Monwft d Im6& Jx- 3.25E-0.5 nr4 Jr - 257E+0,5 inr4 Jy ..269E-05 nr4 MaIx- sheer stress: w.114 psi at x -19.26 in. y : dQ01 in Shear tesofarice: -.120 psi 6th Floor Level (Grid BC-B1) Studrail Design 29 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: W6 Project Title 6th Floor Level General Data Design Code Q ACI 318.95 4 CSA A23.3-94 Q ACI 421.1-R92 System of Units Q US [n., Ib) Q SI [mm, M Studrail Data Shud yield strength (fy): 50000 psi Stud Diarneter. 5/S in- Stud Spacing Q = in. Q Auto Slab Data Effective depth (d): 8.375 in. ;lab tli[,Aness: 10 in. 1 p =e er. 75 in. B. arrn c.: er 75 in. I arc-rete strenQ4, Y I 5000 psi Concrete Density Q Normal Weight Q Semi Lt-Weight Q Light Weight Connection Name: Grid CA-C1 Connection Data Cor,restion TyPe Q Interim Cokam d Edge Column 4 Corner Column Col~.unn 16 a 24 in- O•;erhang(gxl p in. 0 •/er1 ang lg'.i) p in. Loads: 305.27 kip 150.757 ft-kiP f i o,,' 95.337 ft kip PrerrF IJp=1 0 psi tt of Studiails d ® o Auto New Column Connection , 1.98 in. III 518 in. I I i 4 in. 8 1 3in/. 3 /2 5116 in..lr--, 314 in. So- 4in` s= 4in. 46 in. STUDRAIL LAYOUT PLAN VIEW Number of rails column 12 Number of studs rail 1 1 Stud diameter 518 in. Studspacing, s 4 in Distance to first stud So 4 in Overall height of rail 8 1 2 in. To cover 3/4 in. Click on box lon ma nHied view Bottom cover 3/4 in. Parase4er: R~ OECON STL MIS C V\ SO°Os6 DECQ\ Openings X An/gle Y E- #I: From: p deg. To: F0--1 From: p deg. To: p deg. #3. From: deg. To: p deg. #4: From: pB deg- To: p deg- Calculate nail G rid CA-C1 DESIGN PARAMETERS AT d/2 FROM COLUMN FACE- Cok- cerhdd Xo - 0.00 h Yo-O.o0n Diicai Sec- Ar Ae-9506in7^2 Mama NS d Inertia J. -1.54E.O5 nr4 Jy -1-01EAZ i.r4 Jxy - 0.00E+00ir4 Man- sheer sloes.. w .454 pd at x.12.19 n y -16.19 n Shear sesistanca /fvn - 240 psi DESIGN PAflAMETEflS OUTSIDE SHEAR REINfOflGEO ZDNE: Co4am ceNrcid Xo - 0.00 in Y. -000 n Criicef Seth nano Ac - 2967.0 n7-2 Masesis err Imtia Jx - 4.61E+06 n7-4 Jy - 6.25E+06inY4 Jxy=O.0 % nY4 MaA- shear stress: w -113 psi at x - 9.73 n y-fiQ19n Sh--istarx:e: jf-.129 psi 6th Floor Level (Grid CA-C1) Studrail Design 30 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: X06 Project Title 7th Floor Level General Data Design Code Q ACI 318-95 Q CSA A23.3-94 Q ACI 4211-R92 System of I_Inits Q US (in., Ib) Q SI [mm, kN) Studrail Data Stud yield -arertgffi jfy1. 50000 psi Stud Diarrietei. 5A in- Stud Spacing (2)Fj-7 in. Q Auto Slab Data Elfective. depth Idl 8.375 in =lab thict.rle: 10 in. Top cover. 75 in. Buttnrn co+rer 75 in. i=~c~n+~r?te ar~rlgtll Ifcl 5000 psi Concrete Density 4 Normal Weight Q Semi Lt Weight Q Light Weight Connection Name: Grid BB-B2 Connection Data nrviecti~.n Type- (E) Interior Column 0 Edge Column Q Corner Column 16 x 24 in. CI.;'Hhdng Wxl 0 in. 0•;erhangl?}I p in Loads 353.446 kip I' 117. 669 ft-kip t:1 y 55.159 ft-kip Pre Ir (tpcl 0 pd It of Studrail.s Q ® Q Auto New Column Connection Openings X Angle y E~ tt1: From: B deg_ To: p deg_ #2: From: deg_ To: D deg_ tt3: From: ~ deg To: 0 deg_ #4: From: deg_ To: D deg_ Calculate Rail Grid BB 82 r Grid BB-B2 - STU D RAI L DETAIL DESIGN PARAMETERS AT d/2 FROM COLUMN FACE: 1.98 in. corr nr cw*oid Xo= 0.80 in I~ 35 in 314 in. Yo=(LOUh Cff~dSeaian---5506n7"2 518 i 8 1/2 in. Marnmwa d Inertia Jx -1.54E+05nr4 n. Jy -,.QIE+05 irr4 Jxy-G. -00nr4 5116 iao -4 Me:drxxnahem w So- -466 t>m at x-1219 n a 4in. 3/4 in. y-16.19sr. 4 in.t 1 _ 52 in. ShemresW.- 6vn-240 P4 STUDRAIL LAYOUT PLAN VIEW Click on box for ma aired view Oosa I Pa~asnlers Number of rails column I4 Number of studs/rail 12 Stud diameter 5 8 in. Studspacing, s 4 in Distance to first stud, So 4 in Overall height of rail 8 1/2 in To cover 314 in. Bottom cover 314 in cwann cen6aid Xo = a00 in. Y. - 1100h Qb,-J Se6wArea Ao - 3176.5 n7"2 M--h d Lnertia Jx - 5.51E+06n7"4 Jy - 511E-06 n7"4 Jxy=0.00E+00 nr4 Mmuraen Shen sbesx w -119psi d x - 641n n rn 1m~DRL~IIaS y-64.9in DECOR ST~ CkK_lil)0-367 ECQN sheereaatacc Iwn-,zoo 7th Floor Level (Grid BB-B2) Studrail Design c 31 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: W6 Project Title 8th Floor Level General Data Design Code a ACI 318-95 0 CSA A23.3.94 Q ACI 421.1-R92 System of Units Q US (in., lb) Q SI Imm, kN) Studrail Data Stud yield °3renctl ffy) 50000 psi Stud Diameter ~5I8 in- Stud Spacing 00 irL Q Auto Slab Data Effective depth IdJ- 7.375 irL Slab lhlc:xie- . im up I:o er. 75 in. Bolh-o-, C.. 75 in. ~rn_lei:e i;treriatli ft'. I 5000 Psi Concrete Density Q Normal Weight o Semi Lt-Weight Q light Weight Grid A5-15 - STUDRAIL DETAIL 1.98 f-I 35 in. I 518 in. 5/16 in.- = . = 3 5/8 in s = 4i. . 35 1 /4 in. STUDRAIL LAYOUT PLAN VIEW Click on box for m-fied view Connection Name_ Grid A5- Connection Data ,,n ection Type 4Int Column d Edge ge Column Q Corner Calumrr I'Aur in size 16 x 24 in. [I •.:erFiarg Lgr:) 0 in. 0 •-erilang NYJ 0 in. Loads: 160.741 kip A1r,:: 35.062 ft-kip t''1 76.869 ft-kip Prestress Ifp=J 0 psi It of Studrails 0® Q Auto 3/4 in. 7 1 /2 in. 3/4 in. Number of railslcolumn 10 Number of studslrail 8 Stud diameter 518 in Studspacing, s 4 in -Distance-to-first-stud, So 3 618 in Overall height of rail 7 1 2 in. T cover 3/4 in_ Bottom cover 314 in. Openings tti: From: deg- To: 45 deg- #2- From: p deg. To: p deg. #3: From: EO ::1 deg. To: p deg. #4: From: deg. To: p deg- Calculate Rail Grid A5-15 DESIGN PARAMETERS AT d/2 FROM COLUMN FACE: Coka n cenboid Xo -1.40 n Y. - 0.70 n Giical Section Area Ac - 721.4 n7'2 Mo naffs d Inwtw Jx -1 19E+05 n7"4 Jy - 657E-04 inr4 Jxy- &53E+03in7"4 Maxioun shear sbe w-347 psi at x=13.00h y -16.39 n She-resistance j6-240psi Cokmr canbad Xo - 5.39 in Yo-214 n Crtical Section Area: Ac -1834.5 in7-2 Monads d1-6.Jx-28iE+86h 4 Jy -1.43E-06 irQ Jxy --1.64E+05 n7"4 Maw- shear sbess: w-114 psi at x - 4670 n. y -15-67.n . ()0-i27-R1U Shawresistance err-120 psi Par.raNers IDECON STE~DRIIES C:AK:BGD-:I6-DEC~V LEI 8th Floor Level (Grid A5-15) Studrail Design 32 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: X06 Project Title 9th Floor Level General Data Design Code 0 ACI 318-95 a CSA A23.3.94 a ACI 421.1-R92 System of Units Q US [in., lb) o SI (mm.I N) Studrail Data 3n_rd ;isld:a,rergtl~ (fya: 50000 psi ' thud Giarrleter 5J8 iri Stud Spacing 00 in. Q Auto Slab Data Connection Name: Grid A5-15 Effective depth (dj Connection Data 8.375 in. Cunnei hnn T /pe Slabthickress, Q Interior Column _ 0 Edge Column 10 in d Corner Column Top c=ivet Calurrlfl r:2e 75 in. 16 s 24 in. Et..ttr~rn c :er Overhang [g:: 0 in. 75 in. 0veihang (q p in. Loads: ki 102.309 p Concrete :>trengtll IFc1 Id 92.276 ft-kip fA 41 404 Ift-kip 5000 psi . prestress (fpcj. p psi Concrete Density ff of Studrails (E) Normal Weight p® Q) Auto o Semi Lt Wei ht g Q Light Weight New Column Connection ' Openinos X Angle Y 1(_J_ ttl: From: deg- To: p deg. tt2 From: deg_ To: F5 ____]deg. tt3: From: deg- To: r0=1 deg- #4: From: deg. To: p deg- Calculate Rail G rid A5-15 Grid A5-15 -STUD RAIL DETAIL DESI6N PARAMETERS AT d/2 FROM CDWNN my_ 1.98 in. coke cero,id xo -7-99 in 35 in 314 in- --7.90 h Y. C AY" Section Ares Ac - 485-1 n7"2 518 in- 81 /2 in. Marcnudlr tw Jx=352E+06 n7"4 Jy -1-5%-04 i r4 Jry --1-40E+04 n7'4 5/16 i- Maxirraaodxar b-w-362psid = 98n 3/4 in So = 4 int---- s = 4 in. Y &21 Ia in sMazresitarnca 16'^n-240p. STUDRAIL LAYOUT PLAN VIEW Number of railsicolumn 5 DESI6N PARAME7ER5 OVTSIDE SHEAR flEINFOR[ED ZONE: Number of studs/rail 10 Cok-cera dY -31-08 Stud diameter 518 in : Yo.-3012n Studspacing, s 4 in. D6.d SectionA-Ae-866-9n7-2 Distance to first stud So 4 In Monc xdlne a Jx-385E 05 nt 4 r Overall height of rail 8 112 in Jg=311E+05n7"4 J - -3 05 nr4 26E To cover 1 314 in. xy . + Click on box or- nified view Bottom cover 314 In Maxenun drear sGUtt w-118 psidx--4.118 21 Y --4212 n ~ Pexa-eten Prim D ECON ST ITik S -ML 9laa dpstace ~-'m~o Cbxe - I 9th Floor Level (Grid A5-15) Studrail Design 33 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 V W 4th Floor Level (Left Portion) Plan View 34 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 0 3trength(Dead and Live): Mxx:(1 Contour =115.139 k); Maximum Value = 2.817e+001 (k) @ (146.167 -12.875 9.500)ft; Minimum Value = -8.697e+001 (k) 0 150.000 -23.208 9.500)fk; Unit : * 1e+001 k 2.82 1.93 ~iq =1.05 -0.73 g. -1.61 -2.50 -3.38 -4.27 -5.15 -6.04 -6.93 M-7.81 -8.70 4th Floor Level (Left Portion) Mxx - Diagram Contour 35 0 V Strength(Dead and Live): Myy:[ 1 Contour =114.520 k); Maximum Value = 2.558e+001 [k] @ [134.347 -31.250 9.500]ft; Minimum Value = -8.894e+001 [k] @ (50.000 -23.208 9.500]ft; a a J c c 1 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 Unit : * 1e+001 k 2.56 1.65 0.50 -0.05 -0.97 u-1.55 -2.7"3 -3.61 M-4.49 -5.37 ~.6.25 -7.13 M-8.01 -5.59 4th Floor Level (Left Portion) Myy - Diagram Contour 36 0 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5 5 5 5 5 5 5 t*~ ►r Level t Portion) Height 37 v W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Left Portion) Tendon Height 38 V Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 r Level t Portion) idon Force 39 Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 Level t Portion) idon Force 39 Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Left Portion) Effective Tendon Force 40 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 'loor Level i W Left Portion) ad Bottom forcement 41 PROJECT; Four Seasons, Vail, CO PROJECT # 7083 DATE; May-06 4th Floor Level v W (Lower Left Portion) Added Bottom Reinforcement 42 #s 4b k' I~ t} rn ru i (-.n -V r4n c-n u r I~LI i J, _ i i •--I V -r rn -V L h =i ~c#::~> r.+ 'rT: 11#5 1]°:Tir}'`-' 4 °(T) k ~t3 (14 4J -4 Ir j ~11, j +'r~ir•75 r~i7 .1r fa w '.L7 IT, I ~n - IJ+ 4 _1 -eT ii-D cn C•n (Jr 545 1'6"~T 4V 7L# C11 IT'. W PROJECT: PROJECT # DATE: (T) 1 J.3 r ~ -i ifr L. 4 f~l r 1 iJl I_~I u R} n J~yy I~ to 4 *F 54 5x 2 Four Seasons, Vail, CO 7083 May-06 4th Floor Level 4 (Upper Left Portion) Added Top Reinforcement fr ch H LT -•J r.n I_I jl -.1 t1t .t. I~J' .Tr 43 V rY PROJECT: PROJECT # DATE: 41 ' 711#5:V 11 y'' i 7# 4.45 4 r~h`In ~7''rT) ."'j 4~ 3r .r, U1 C11 j# ~ f n 71#5; Q T- f-9 s j~• '-fir 3G c-n 7 7 ~r#CI 'fir 7'fT.l I i,1 X i CI Cy 5'-C T -T I x 0.4 V --l _tp L ~T -tr rn X E,r~jti {T} t'i 1 k 0' (T . 4 .,-I r 1 iil Ur r-4~r'' - Iii _ F JI # 1 i r. ~ t I _ ,F of J L~1 f •t M I a tF .•C. ~ J r3#~Ix'~'~1' Ti Four Seasons, Vail, CO 7083 May-06 4th Floor Level I..Y (Lower Left Portion) f Added Top Reinforcement 44 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 v W 4th Floor Level (Right Portion) Plan View 45 Strength(Dead and Live): Mxx:[ 1 Contour = 93.285 k Maximum Value =1.799e+001 [k) @ 1198.917 -127.659 9.646)ft; Minimum Value = -7.530e+001 (k) @ (204.292 -111.583 9.646)ft; 1 . -AL y ter' s tt C.~ h t f PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+001 k 1.80 1.08 0.36 -0.35 -1.07 -1.79 -2.51 -3.22 -3.94 -4.66 ®-5.3s -6.09 0-6.81 -7.53 4th Floor Level (Right Portion) Mxx - Diagram Contour 46 Strength(Dead and Live): Myy:(1 Contour = 91.665 k); Maximum Value =1.910e+001 (k) (171.492 -87.458 9.646)ft: Minimum Value = -7.257e+001 (kj @ 1283.466 -286.985 9.646)ft: 1 , PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * l e+001 k 1.91 1.20 0.50 -0.21 r;kz -0.91 -1.62 -2.32 -3.03 0-3.73 -4.44 0-5.14 -5.55 -6.55 -7.26 4th Floor Level (Right Portion) Myy - Diagram Contour 47 4, 4. 4 4 4, 4, PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5 5 5 v W 4th Floor Level (Upper Right Portion) Tendon Height 48 ~ iI .L. 4:1 . A -1~1 W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Right Portion) Tendon Height 49 PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 4th Floor Level v W4 ;Upper Right Portion) ffective Tendon Force 50 PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 V i W h Floor Level er Right Portion) ive Tendon Force 51 2)(1) Four Seasons, Vail, CO 7083 May-06 4th Floor Level v W PROJECT: PROJECT # DATE: (Upper Right Portion) Added Bottom Reinforcement 52 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 loor Level v W>< tight Portion) hd Bottom brcement 53 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 u u -i ' C 4' (T C. r Cr^r' f ch r n (T 7 7#5 J.2'7"(T. n;, ~r Ar cn rn .r. 4-4 t r ..n i I~F Q 5.: 5 in (M lf-) iJl ~F ~ ti f \ t~ L ry ti {ry 4th Floor Level (Upper Right Portion) Added Top Reinforcement 54 PROJECT: PROJECT # DATE: 7 8 #5 L-- 'Q T) I # 14 W 1 1 1 f t P. rr Ff5 t, t ,x fl Four Seasons, Vail, CO 7083 May-06 Sr r } 4th Floor Level (Lower Right Portion) Added Top ► Reinforcement 55 Wt PROJECT: Four Seasons, Vail, CO V I PROJECT # 7083 DATE: May-06 5th Floor Level (Left Portion) Plan View 56 Strength(Dead and Live): Mxx:(1 Contour =128.931 k); Maximum Value = 2.368e+001 (k) @ (34.845 -39.906 9.500)ft; Minimum Value = -1.052e+002 (k) @ (117.542 -28.000 9.250)ft; 7L r PL TL ■ PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+002 k 0.24 0.14 0.04 -0.06 0-0.16 -0.26 -0.36 -0.46 M-0.56 -0.66 0-0.75 -0.85 0-0.95 -1.05 5th Floor Level (Left Portion) Mxx - Diagram Contour 57 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Strength(Dead and Live): Myy:[ 1 Contour = 202.556 k); Maximum value =1.044e+002 [k] 0 (150.815 -29.661 9.500)ft; Minimum value = -9.812e+001 [k) (117.542 -28.000 9.250)ft; r 2 , ' fIF 4 &J" Unit . * le+Oa2 k 1.04 0.89 0.73 . O.SS W0.42 0.27 0.11 _0.05 ® -0.20 -0.36 10-0.51 -0.67 -0.83 -0.98 5th Floor Level (Left Portion) Myy - Diagram Contour 58 W4 PROJECT: I 4 PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Tendon Height 59 4AJ' l1" O ' 0% 17-11 U' VII V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 5th Floor Level Lower Left Portion) Tendon Height 60 V I W PROJECT: PROJECT # Tendon Forces Are For 5 Feet Tributary Width DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level Upper Left Portion) Effective Tendon Force 61 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 r~ P=106.800 UA P=80.100 ° F=706.°00 W4 5th Floor Level I 4 (Lower Left Portion) Effective Tendon Force 62 Wa 0"! ❑.L.~pJ(1) I a ~3 1' 3` G (1) ❑ PROJECT: PROJECT # DATE: o # x7'1O'@32 (B,*, (I . r o 4:~ k 0 to w' B) tzi 4/ ~4 ~CSN D 4t4x I 'E 1.2 E'7 (I u _ G va r 3:h- x nl cc L4 h b~ -44A U fox 5'4 P9 54t 0.c.((1) u R) L k k Fu r-I ~ n_ti c; '`s.. to n~ :r u Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Added Bottom Reinforcement 63 V I W u L~ PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level .ower Left Portion) Added Bottom Reinforcement 64 C -n t i73 I) 7 ch r # #f xF 5 5t7 ('T r _n fUl 'n +n i7j LLl u x ~ 1-~ --I -a ~ -a r~ Q Er rU J L d.L u ri i jt c.n j, 2: rl) J 4 _j CO 5 4 K;~~ ej? rl7 LI D y.7.,~' rLr f !i is ' tf u Gsr._ ILI ',D 1 7 _i yl # fi l f n # cn 41r CC1 9# #5;<.9' I C., Ir -q L}l 74,..E 6, #Ci+• J' .'-q ._~4t7 l n' '.o # L T20 x 1_$ L (.n n .r {7' `F:?n f v 4 b~ I I r, {'t 7, I ) ?tI 1. '10'"(T1 5#5-2,11"' 8 4 JF, (T) 0 -a -a n3 n - PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Added Top Reinforcement 65 C -i -4 -a { r ,n, rat 7 5 ig 2-1' T} 5- Jd r'! i ? r,• n r 111, # F4 n LO #G T to ? i 7{ _I ] 1 ` rJ 7 #5, 4 a a _ ftj # ? n C7 545>:7`4 13*5 11 ('T ~r "I (n k f-h ' T .i, tR IVA ~s J 6#ti i? 4 'r # 4P LQ Cr-. •-J PROJECT: PROJECT # DATE: ~`1Gi'T7 S#5:K 7fr 101,+0 ? r7'l '1 Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Lower Left Portion) Added Top Reinforcement 66 WM PROJECT: Four Seasons, Vail, CO V I PROJECT # 7083 DATE: May-06 5th Floor Level (Right Portion) Plan View 67 Strength(Dead and Live): Mxx:(1 Contour =167.443 k); Maximum Value = 6.071 a+001 (k) @ (299.542 -53.125 9.646)ft: Minimum Value = -1.067e+002 [k) @ 1187.542 -28.000 9.250)ft; El i r 1 4 } PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+002 k 0.61 0.48 0.35 0.22 W10.09 -0.04 -0.17 -0.29 -0.42 -0.55 -0.68 -0.81 -0.94 -1.07 5th Floor Level (Right Portion) Mxx - Diagram Contour 68 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =163.583 k Maximum Value = 6.294e+001 (kJ @ (299.542 -53.125 9.646M Minimum Value = -1.006e+002 [k] @ (187.542 -28.000 9.250)ft; c A. J A. r A f X Unit : * l e+002 k 0.63 0.50 0.38 0.25 0.13 0.00 -0.13 -0.25 j p-0.38 -0.50 EM-0.63 -0.'75 -0.88 -1.01 5th Floor Level (Right Portion) Myy - Diagram Contour 69 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 on) 70 4>< PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 fdiiuuii nUIUIIL 3n) 71 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 on) VI I4VLIrV 1 V11NV1 orce 72 Tendon Forces Are For 5 Feet Tributary Width aW P ROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 LIIV%oLIYG I VIIUVI )n) 1 orce 73 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Portion) Reinforcement 74 v I W >C PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 ent 75 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Right Portion) D Reinforcement 76 V f W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 )nt 77 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Mxx:(1 Contour =167.443 k Maximum Value = 6.071 a+001 (k) (299.542 -53.125 9.646M Minimum Value = -1.067e+002 (k) @ (187.542 -28.000 9.250)ft; ,w ~i y7, a± 4 f t ~ '41 Unit : * 1 e+002 k 0.61 0.48 0.35 0.22 MO.09 -0.04 -0.17 -0.29 ® -0.42 -0.55 0-0.68 -o.ai M-0.94 -1.07 5th Floor Level (Right Portion) Mxx - Diagram Contour 68 W4 PROJECT: Four Seasons, Vail, CO V PROJECT # 7083 DATE: May-06 6th Floor Level (Left Portion) Plan View 78 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Strength[Dead and Live]: Mxx:[ 1 Contour = 90.724 k); Maximum Value = 2.525e+001 (k) @ (103.505 -217.738 9.583)ft; Minimum Value = -6.547e+001 [k] @ (103.467 -239.423 9.583)ft; a i L Unit : * 1e+001 k 2.53 1.53 1.13 0.43 -0.27 -0.96 -1.66 -2.36 -3.06 -3.76 ■ -4.45 -5.15 -5.85 -6.55 6th Floor Level (Left Portion) Mxx - Diagram Contour 79 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =101.160 k); Maximum Value = 2.325e+001 (k) @ (8.921 -222.125 9.583)ft; Minimum Value = -7.791 a+001 (k) @ (103.467 -239.423 9.583)ft; Unit : * le+001 k 2.32 1.55 0.77 -0.01 W-0.79 -1.57 -2.34 -3.12 -3.90 -4.68 ®-5.46 -6.23 0-7.01 -7.79 1 i L r c r r F 6th Floor Level (Left Portion) Myy- Diagram Contour 80 Wa 5 V 5 5 5 5 5 5 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Tendon Height 81 V W c ~.J c J 5 5 J 5 5 5 5 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 6th Floor Level ower Left Portion) Tendon Height 82 Tendon Forces Are For 5 Feet Tributary Width W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Effective Tendon Force 83 Tendon Forces Are For 5 Feet Tributary Width IG PROJECT: Four Seasons, Vail, CO V I' PROJECT# 7083 DATE: May-06 6th Floor Level (Lower Left Portion) Effective Tendon Force 84 4>< #4x ~)(7` PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Added Bottom Reinforcement 85 -41 .f -IiT, PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Left Portion) Added Bottom Reinforcement 86 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 I Wt x Wt 4#4 5#5 6th Floor Level (Upper Left Portion) Added Top Reinforcement 87 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 5W n is 1/4T D, 3 (T f`7 ~ 1 ~I 'S+{~ _,..54 i . 4r .----A -7 IM 'r !F r i I ~ ff :J x tT tr 01 y7 a T rn T) 7# 6 417-71 7 - s, j ir1 St .4 I~ 4 4 NO" 6th Floor Level (Lower Left Portion) Added Top Reinforcement 88 V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Right Portion) Plan View 89 Strength(Dead and Live(: Mxx:[ 1 Contour =167.722 k Maximum Value = 2.265e+001 (k) @ (266.380 -274.992 9.583M Minimum Value = -1.451 a+002 (k) @ (252.587 -277.532 9.583M w v y, ti U J .j J t . tr' It RT + rl PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Unit : * le+002 k 0.23 0.10 ■ -0.03 W -0.16 M-0.29 -0.42 -0.55 -0.65 M'0.51 -0.93 M -i.06 -1.19 M-1.32 -1.45 6th Floor Level (Right Portion) Mxx - Diagram Contour 90 Strength(Dead and Live): Myy:(1 Contour =112.531 k); Maximum Value = 2.712e+001 (k) @ (272.124 -279.536 9.583)ft; Minimum Value = -8.541 a+001 (k) @ (252.587 -277.532 9.583)ft; y 5i 't. 46 rt c Y L PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 18+001 k 2.71 1.85 0.98 0.12 -0.75 -1.62 -2.48 -3.35 0-4.21 -5.08 ■ -5.94 -6.81 M-7.68 -8.54 6th Floor Level (Right Portion) Myy - Diagram Contour 91 ~n s n to PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 ~n) 92 V I W . 1.UU U 1.Mi 7 . ~.L f, b . i 4 . . hn J.UU r}y 1~ G 5 C .I S _I PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 6th Floor Level (Lower Right Portion) Tendon Height 93 v PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 0-11 VV 161 1 VI IN VII )n) orce 94 Tendon Forces Are For 5 Feet Tributary Width F=2.0.100 F=30.lUU n P=3iJ.1gQ F M8 0A (11) P=8Q1Gf1 P=S0,100 F'=- 6 0, 10 0 i 4 v W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Effective Tendon Force 95 1r - PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Reinforcement on) 96 r V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Added Bottom Reinforcement 97 A U j#5 x#54:1 r'. Ln firer 1 T PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Ti A iR r. ~ J 6th Floor Level (Upper Right Portion) Added Top Reinforcement 98 V I W +5'r ry 2 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Added Top Reinforcement 99 V W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 7th Floor Level (Left Portion) Plan View 100 v W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Left Portion) Tendon Height 38 V Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 r Level t Portion) idon Force 39 Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 Level t Portion) idon Force 39 Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Left Portion) Effective Tendon Force 40 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 'loor Level i W Left Portion) ad Bottom forcement 41 PROJECT; Four Seasons, Vail, CO PROJECT # 7083 DATE; May-06 4th Floor Level v W (Lower Left Portion) Added Bottom Reinforcement 42 #s 4b k' I~ t} rn ru i (-.n -V r4n c-n u r I~LI i J, _ i i •--I V -r rn -V L h =i ~c#::~> r.+ 'rT: 11#5 1]°:Tir}'`-' 4 °(T) k ~t3 (14 4J -4 Ir j ~11, j +'r~ir•75 r~i7 .1r fa w '.L7 IT, I ~n - IJ+ 4 _1 -eT ii-D cn C•n (Jr 545 1'6"~T 4V 7L# C11 IT'. W PROJECT: PROJECT # DATE: (T) 1 J.3 r ~ -i ifr L. 4 f~l r 1 iJl I_~I u R} n J~yy I~ to 4 *F 54 5x 2 Four Seasons, Vail, CO 7083 May-06 4th Floor Level 4 (Upper Left Portion) Added Top Reinforcement fr ch H LT -•J r.n I_I jl -.1 t1t .t. I~J' .Tr 43 V rY PROJECT: PROJECT # DATE: 41 ' 711#5:V 11 y'' i 7# 4.45 4 r~h`In ~7''rT) ."'j 4~ 3r .r, U1 C11 j# ~ f n 71#5; Q T- f-9 s j~• '-fir 3G c-n 7 7 ~r#CI 'fir 7'fT.l I i,1 X i CI Cy 5'-C T -T I x 0.4 V --l _tp L ~T -tr rn X E,r~jti {T} t'i 1 k 0' (T . 4 .,-I r 1 iil Ur r-4~r'' - Iii _ F JI # 1 i r. ~ t I _ ,F of J L~1 f •t M I a tF .•C. ~ J r3#~Ix'~'~1' Ti Four Seasons, Vail, CO 7083 May-06 4th Floor Level I..Y (Lower Left Portion) f Added Top Reinforcement 44 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 v W 4th Floor Level (Right Portion) Plan View 45 Strength(Dead and Live): Mxx:[ 1 Contour = 93.285 k Maximum Value =1.799e+001 [k) @ 1198.917 -127.659 9.646)ft; Minimum Value = -7.530e+001 (k) @ (204.292 -111.583 9.646)ft; 1 . -AL y ter' s tt C.~ h t f PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+001 k 1.80 1.08 0.36 -0.35 -1.07 -1.79 -2.51 -3.22 -3.94 -4.66 ®-5.3s -6.09 0-6.81 -7.53 4th Floor Level (Right Portion) Mxx - Diagram Contour 46 Strength(Dead and Live): Myy:(1 Contour = 91.665 k); Maximum Value =1.910e+001 (k) (171.492 -87.458 9.646)ft: Minimum Value = -7.257e+001 (kj @ 1283.466 -286.985 9.646)ft: 1 , PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * l e+001 k 1.91 1.20 0.50 -0.21 r;kz -0.91 -1.62 -2.32 -3.03 0-3.73 -4.44 0-5.14 -5.55 -6.55 -7.26 4th Floor Level (Right Portion) Myy - Diagram Contour 47 4, 4. 4 4 4, 4, PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5 5 5 v W 4th Floor Level (Upper Right Portion) Tendon Height 48 ~ iI .L. 4:1 . A -1~1 W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Right Portion) Tendon Height 49 PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 4th Floor Level v W4 ;Upper Right Portion) ffective Tendon Force 50 PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 V i W h Floor Level er Right Portion) ive Tendon Force 51 2)(1) Four Seasons, Vail, CO 7083 May-06 4th Floor Level v W PROJECT: PROJECT # DATE: (Upper Right Portion) Added Bottom Reinforcement 52 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 loor Level v W>< tight Portion) hd Bottom brcement 53 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 u u -i ' C 4' (T C. r Cr^r' f ch r n (T 7 7#5 J.2'7"(T. n;, ~r Ar cn rn .r. 4-4 t r ..n i I~F Q 5.: 5 in (M lf-) iJl ~F ~ ti f \ t~ L ry ti {ry 4th Floor Level (Upper Right Portion) Added Top Reinforcement 54 PROJECT: PROJECT # DATE: 7 8 #5 L-- 'Q T) I # 14 W 1 1 1 f t P. rr Ff5 t, t ,x fl Four Seasons, Vail, CO 7083 May-06 Sr r } 4th Floor Level (Lower Right Portion) Added Top ► Reinforcement 55 Wt PROJECT: Four Seasons, Vail, CO V I PROJECT # 7083 DATE: May-06 5th Floor Level (Left Portion) Plan View 56 Strength(Dead and Live): Mxx:(1 Contour =128.931 k); Maximum Value = 2.368e+001 (k) @ (34.845 -39.906 9.500)ft; Minimum Value = -1.052e+002 (k) @ (117.542 -28.000 9.250)ft; 7L r PL TL ■ PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+002 k 0.24 0.14 0.04 -0.06 0-0.16 -0.26 -0.36 -0.46 M-0.56 -0.66 0-0.75 -0.85 0-0.95 -1.05 5th Floor Level (Left Portion) Mxx - Diagram Contour 57 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Strength(Dead and Live): Myy:[ 1 Contour = 202.556 k); Maximum value =1.044e+002 [k] 0 (150.815 -29.661 9.500)ft; Minimum value = -9.812e+001 [k) (117.542 -28.000 9.250)ft; r 2 , ' fIF 4 &J" Unit . * le+Oa2 k 1.04 0.89 0.73 . O.SS W0.42 0.27 0.11 _0.05 ® -0.20 -0.36 10-0.51 -0.67 -0.83 -0.98 5th Floor Level (Left Portion) Myy - Diagram Contour 58 W4 PROJECT: I 4 PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Tendon Height 59 4AJ' l1" O ' 0% 17-11 U' VII V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 5th Floor Level Lower Left Portion) Tendon Height 60 V I W PROJECT: PROJECT # Tendon Forces Are For 5 Feet Tributary Width DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level Upper Left Portion) Effective Tendon Force 61 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 r~ P=106.800 UA P=80.100 ° F=706.°00 W4 5th Floor Level I 4 (Lower Left Portion) Effective Tendon Force 62 Wa 0"! ❑.L.~pJ(1) I a ~3 1' 3` G (1) ❑ PROJECT: PROJECT # DATE: o # x7'1O'@32 (B,*, (I . r o 4:~ k 0 to w' B) tzi 4/ ~4 ~CSN D 4t4x I 'E 1.2 E'7 (I u _ G va r 3:h- x nl cc L4 h b~ -44A U fox 5'4 P9 54t 0.c.((1) u R) L k k Fu r-I ~ n_ti c; '`s.. to n~ :r u Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Added Bottom Reinforcement 63 V I W u L~ PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level .ower Left Portion) Added Bottom Reinforcement 64 C -n t i73 I) 7 ch r # #f xF 5 5t7 ('T r _n fUl 'n +n i7j LLl u x ~ 1-~ --I -a ~ -a r~ Q Er rU J L d.L u ri i jt c.n j, 2: rl) J 4 _j CO 5 4 K;~~ ej? rl7 LI D y.7.,~' rLr f !i is ' tf u Gsr._ ILI ',D 1 7 _i yl # fi l f n # cn 41r CC1 9# #5;<.9' I C., Ir -q L}l 74,..E 6, #Ci+• J' .'-q ._~4t7 l n' '.o # L T20 x 1_$ L (.n n .r {7' `F:?n f v 4 b~ I I r, {'t 7, I ) ?tI 1. '10'"(T1 5#5-2,11"' 8 4 JF, (T) 0 -a -a n3 n - PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Added Top Reinforcement 65 C -i -4 -a { r ,n, rat 7 5 ig 2-1' T} 5- Jd r'! i ? r,• n r 111, # F4 n LO #G T to ? i 7{ _I ] 1 ` rJ 7 #5, 4 a a _ ftj # ? n C7 545>:7`4 13*5 11 ('T ~r "I (n k f-h ' T .i, tR IVA ~s J 6#ti i? 4 'r # 4P LQ Cr-. •-J PROJECT: PROJECT # DATE: ~`1Gi'T7 S#5:K 7fr 101,+0 ? r7'l '1 Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Lower Left Portion) Added Top Reinforcement 66 WM PROJECT: Four Seasons, Vail, CO V I PROJECT # 7083 DATE: May-06 5th Floor Level (Right Portion) Plan View 67 Strength(Dead and Live): Mxx:(1 Contour =167.443 k); Maximum Value = 6.071 a+001 (k) @ (299.542 -53.125 9.646)ft: Minimum Value = -1.067e+002 [k) @ 1187.542 -28.000 9.250)ft; El i r 1 4 } PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+002 k 0.61 0.48 0.35 0.22 W10.09 -0.04 -0.17 -0.29 -0.42 -0.55 -0.68 -0.81 -0.94 -1.07 5th Floor Level (Right Portion) Mxx - Diagram Contour 68 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =163.583 k Maximum Value = 6.294e+001 (kJ @ (299.542 -53.125 9.646M Minimum Value = -1.006e+002 [k] @ (187.542 -28.000 9.250)ft; c A. J A. r A f X Unit : * l e+002 k 0.63 0.50 0.38 0.25 0.13 0.00 -0.13 -0.25 j p-0.38 -0.50 EM-0.63 -0.'75 -0.88 -1.01 5th Floor Level (Right Portion) Myy - Diagram Contour 69 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 on) 70 4>< PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 fdiiuuii nUIUIIL 3n) 71 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 on) VI I4VLIrV 1 V11NV1 orce 72 Tendon Forces Are For 5 Feet Tributary Width aW P ROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 LIIV%oLIYG I VIIUVI )n) 1 orce 73 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Portion) Reinforcement 74 v I W >C PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 ent 75 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Right Portion) D Reinforcement 76 V f W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 )nt 77 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Mxx:(1 Contour =167.443 k Maximum Value = 6.071 a+001 (k) (299.542 -53.125 9.646M Minimum Value = -1.067e+002 (k) @ (187.542 -28.000 9.250)ft; ,w ~i y7, a± 4 f t ~ '41 Unit : * 1 e+002 k 0.61 0.48 0.35 0.22 MO.09 -0.04 -0.17 -0.29 ® -0.42 -0.55 0-0.68 -o.ai M-0.94 -1.07 5th Floor Level (Right Portion) Mxx - Diagram Contour 68 W4 PROJECT: Four Seasons, Vail, CO V PROJECT # 7083 DATE: May-06 6th Floor Level (Left Portion) Plan View 78 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Strength[Dead and Live]: Mxx:[ 1 Contour = 90.724 k); Maximum Value = 2.525e+001 (k) @ (103.505 -217.738 9.583)ft; Minimum Value = -6.547e+001 [k] @ (103.467 -239.423 9.583)ft; a i L Unit : * 1e+001 k 2.53 1.53 1.13 0.43 -0.27 -0.96 -1.66 -2.36 -3.06 -3.76 ■ -4.45 -5.15 -5.85 -6.55 6th Floor Level (Left Portion) Mxx - Diagram Contour 79 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =101.160 k); Maximum Value = 2.325e+001 (k) @ (8.921 -222.125 9.583)ft; Minimum Value = -7.791 a+001 (k) @ (103.467 -239.423 9.583)ft; Unit : * le+001 k 2.32 1.55 0.77 -0.01 W-0.79 -1.57 -2.34 -3.12 -3.90 -4.68 ®-5.46 -6.23 0-7.01 -7.79 1 i L r c r r F 6th Floor Level (Left Portion) Myy- Diagram Contour 80 Wa 5 V 5 5 5 5 5 5 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Tendon Height 81 V W c ~.J c J 5 5 J 5 5 5 5 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 6th Floor Level ower Left Portion) Tendon Height 82 Tendon Forces Are For 5 Feet Tributary Width W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Effective Tendon Force 83 Tendon Forces Are For 5 Feet Tributary Width IG PROJECT: Four Seasons, Vail, CO V I' PROJECT# 7083 DATE: May-06 6th Floor Level (Lower Left Portion) Effective Tendon Force 84 4>< #4x ~)(7` PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Added Bottom Reinforcement 85 -41 .f -IiT, PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Left Portion) Added Bottom Reinforcement 86 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 I Wt x Wt 4#4 5#5 6th Floor Level (Upper Left Portion) Added Top Reinforcement 87 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 5W n is 1/4T D, 3 (T f`7 ~ 1 ~I 'S+{~ _,..54 i . 4r .----A -7 IM 'r !F r i I ~ ff :J x tT tr 01 y7 a T rn T) 7# 6 417-71 7 - s, j ir1 St .4 I~ 4 4 NO" 6th Floor Level (Lower Left Portion) Added Top Reinforcement 88 V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Right Portion) Plan View 89 Strength(Dead and Live(: Mxx:[ 1 Contour =167.722 k Maximum Value = 2.265e+001 (k) @ (266.380 -274.992 9.583M Minimum Value = -1.451 a+002 (k) @ (252.587 -277.532 9.583M w v y, ti U J .j J t . tr' It RT + rl PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Unit : * le+002 k 0.23 0.10 ■ -0.03 W -0.16 M-0.29 -0.42 -0.55 -0.65 M'0.51 -0.93 M -i.06 -1.19 M-1.32 -1.45 6th Floor Level (Right Portion) Mxx - Diagram Contour 90 Strength(Dead and Live): Myy:(1 Contour =112.531 k); Maximum Value = 2.712e+001 (k) @ (272.124 -279.536 9.583)ft; Minimum Value = -8.541 a+001 (k) @ (252.587 -277.532 9.583)ft; y 5i 't. 46 rt c Y L PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 18+001 k 2.71 1.85 0.98 0.12 -0.75 -1.62 -2.48 -3.35 0-4.21 -5.08 ■ -5.94 -6.81 M-7.68 -8.54 6th Floor Level (Right Portion) Myy - Diagram Contour 91 ~n s n to PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 ~n) 92 V I W . 1.UU U 1.Mi 7 . ~.L f, b . i 4 . . hn J.UU r}y 1~ G 5 C .I S _I PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 6th Floor Level (Lower Right Portion) Tendon Height 93 v PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 0-11 VV 161 1 VI IN VII )n) orce 94 Tendon Forces Are For 5 Feet Tributary Width F=2.0.100 F=30.lUU n P=3iJ.1gQ F M8 0A (11) P=8Q1Gf1 P=S0,100 F'=- 6 0, 10 0 i 4 v W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Effective Tendon Force 95 1r - PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Reinforcement on) 96 r V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Added Bottom Reinforcement 97 A U j#5 x#54:1 r'. Ln firer 1 T PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Ti A iR r. ~ J 6th Floor Level (Upper Right Portion) Added Top Reinforcement 98 V I W +5'r ry 2 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Added Top Reinforcement 99 V W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 7th Floor Level (Left Portion) Plan View 100 v W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Left Portion) Tendon Height 38 V Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 r Level t Portion) idon Force 39 Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 Level t Portion) idon Force 39 Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Left Portion) Effective Tendon Force 40 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 'loor Level i W Left Portion) ad Bottom forcement 41 PROJECT; Four Seasons, Vail, CO PROJECT # 7083 DATE; May-06 4th Floor Level v W (Lower Left Portion) Added Bottom Reinforcement 42 #s 4b k' I~ t} rn ru i (-.n -V r4n c-n u r I~LI i J, _ i i •--I V -r rn -V L h =i ~c#::~> r.+ 'rT: 11#5 1]°:Tir}'`-' 4 °(T) k ~t3 (14 4J -4 Ir j ~11, j +'r~ir•75 r~i7 .1r fa w '.L7 IT, I ~n - IJ+ 4 _1 -eT ii-D cn C•n (Jr 545 1'6"~T 4V 7L# C11 IT'. W PROJECT: PROJECT # DATE: (T) 1 J.3 r ~ -i ifr L. 4 f~l r 1 iJl I_~I u R} n J~yy I~ to 4 *F 54 5x 2 Four Seasons, Vail, CO 7083 May-06 4th Floor Level 4 (Upper Left Portion) Added Top Reinforcement fr ch H LT -•J r.n I_I jl -.1 t1t .t. I~J' .Tr 43 V rY PROJECT: PROJECT # DATE: 41 ' 711#5:V 11 y'' i 7# 4.45 4 r~h`In ~7''rT) ."'j 4~ 3r .r, U1 C11 j# ~ f n 71#5; Q T- f-9 s j~• '-fir 3G c-n 7 7 ~r#CI 'fir 7'fT.l I i,1 X i CI Cy 5'-C T -T I x 0.4 V --l _tp L ~T -tr rn X E,r~jti {T} t'i 1 k 0' (T . 4 .,-I r 1 iil Ur r-4~r'' - Iii _ F JI # 1 i r. ~ t I _ ,F of J L~1 f •t M I a tF .•C. ~ J r3#~Ix'~'~1' Ti Four Seasons, Vail, CO 7083 May-06 4th Floor Level I..Y (Lower Left Portion) f Added Top Reinforcement 44 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 v W 4th Floor Level (Right Portion) Plan View 45 Strength(Dead and Live): Mxx:[ 1 Contour = 93.285 k Maximum Value =1.799e+001 [k) @ 1198.917 -127.659 9.646)ft; Minimum Value = -7.530e+001 (k) @ (204.292 -111.583 9.646)ft; 1 . -AL y ter' s tt C.~ h t f PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+001 k 1.80 1.08 0.36 -0.35 -1.07 -1.79 -2.51 -3.22 -3.94 -4.66 ®-5.3s -6.09 0-6.81 -7.53 4th Floor Level (Right Portion) Mxx - Diagram Contour 46 Strength(Dead and Live): Myy:(1 Contour = 91.665 k); Maximum Value =1.910e+001 (k) (171.492 -87.458 9.646)ft: Minimum Value = -7.257e+001 (kj @ 1283.466 -286.985 9.646)ft: 1 , PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * l e+001 k 1.91 1.20 0.50 -0.21 r;kz -0.91 -1.62 -2.32 -3.03 0-3.73 -4.44 0-5.14 -5.55 -6.55 -7.26 4th Floor Level (Right Portion) Myy - Diagram Contour 47 4, 4. 4 4 4, 4, PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5 5 5 v W 4th Floor Level (Upper Right Portion) Tendon Height 48 ~ iI .L. 4:1 . A -1~1 W PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4th Floor Level (Lower Right Portion) Tendon Height 49 PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 4th Floor Level v W4 ;Upper Right Portion) ffective Tendon Force 50 PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 V i W h Floor Level er Right Portion) ive Tendon Force 51 2)(1) Four Seasons, Vail, CO 7083 May-06 4th Floor Level v W PROJECT: PROJECT # DATE: (Upper Right Portion) Added Bottom Reinforcement 52 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 loor Level v W>< tight Portion) hd Bottom brcement 53 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 u u -i ' C 4' (T C. r Cr^r' f ch r n (T 7 7#5 J.2'7"(T. n;, ~r Ar cn rn .r. 4-4 t r ..n i I~F Q 5.: 5 in (M lf-) iJl ~F ~ ti f \ t~ L ry ti {ry 4th Floor Level (Upper Right Portion) Added Top Reinforcement 54 PROJECT: PROJECT # DATE: 7 8 #5 L-- 'Q T) I # 14 W 1 1 1 f t P. rr Ff5 t, t ,x fl Four Seasons, Vail, CO 7083 May-06 Sr r } 4th Floor Level (Lower Right Portion) Added Top ► Reinforcement 55 Wt PROJECT: Four Seasons, Vail, CO V I PROJECT # 7083 DATE: May-06 5th Floor Level (Left Portion) Plan View 56 Strength(Dead and Live): Mxx:(1 Contour =128.931 k); Maximum Value = 2.368e+001 (k) @ (34.845 -39.906 9.500)ft; Minimum Value = -1.052e+002 (k) @ (117.542 -28.000 9.250)ft; 7L r PL TL ■ PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+002 k 0.24 0.14 0.04 -0.06 0-0.16 -0.26 -0.36 -0.46 M-0.56 -0.66 0-0.75 -0.85 0-0.95 -1.05 5th Floor Level (Left Portion) Mxx - Diagram Contour 57 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Strength(Dead and Live): Myy:[ 1 Contour = 202.556 k); Maximum value =1.044e+002 [k] 0 (150.815 -29.661 9.500)ft; Minimum value = -9.812e+001 [k) (117.542 -28.000 9.250)ft; r 2 , ' fIF 4 &J" Unit . * le+Oa2 k 1.04 0.89 0.73 . O.SS W0.42 0.27 0.11 _0.05 ® -0.20 -0.36 10-0.51 -0.67 -0.83 -0.98 5th Floor Level (Left Portion) Myy - Diagram Contour 58 W4 PROJECT: I 4 PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Tendon Height 59 4AJ' l1" O ' 0% 17-11 U' VII V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 5th Floor Level Lower Left Portion) Tendon Height 60 V I W PROJECT: PROJECT # Tendon Forces Are For 5 Feet Tributary Width DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level Upper Left Portion) Effective Tendon Force 61 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 r~ P=106.800 UA P=80.100 ° F=706.°00 W4 5th Floor Level I 4 (Lower Left Portion) Effective Tendon Force 62 Wa 0"! ❑.L.~pJ(1) I a ~3 1' 3` G (1) ❑ PROJECT: PROJECT # DATE: o # x7'1O'@32 (B,*, (I . r o 4:~ k 0 to w' B) tzi 4/ ~4 ~CSN D 4t4x I 'E 1.2 E'7 (I u _ G va r 3:h- x nl cc L4 h b~ -44A U fox 5'4 P9 54t 0.c.((1) u R) L k k Fu r-I ~ n_ti c; '`s.. to n~ :r u Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Added Bottom Reinforcement 63 V I W u L~ PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level .ower Left Portion) Added Bottom Reinforcement 64 C -n t i73 I) 7 ch r # #f xF 5 5t7 ('T r _n fUl 'n +n i7j LLl u x ~ 1-~ --I -a ~ -a r~ Q Er rU J L d.L u ri i jt c.n j, 2: rl) J 4 _j CO 5 4 K;~~ ej? rl7 LI D y.7.,~' rLr f !i is ' tf u Gsr._ ILI ',D 1 7 _i yl # fi l f n # cn 41r CC1 9# #5;<.9' I C., Ir -q L}l 74,..E 6, #Ci+• J' .'-q ._~4t7 l n' '.o # L T20 x 1_$ L (.n n .r {7' `F:?n f v 4 b~ I I r, {'t 7, I ) ?tI 1. '10'"(T1 5#5-2,11"' 8 4 JF, (T) 0 -a -a n3 n - PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Upper Left Portion) Added Top Reinforcement 65 C -i -4 -a { r ,n, rat 7 5 ig 2-1' T} 5- Jd r'! i ? r,• n r 111, # F4 n LO #G T to ? i 7{ _I ] 1 ` rJ 7 #5, 4 a a _ ftj # ? n C7 545>:7`4 13*5 11 ('T ~r "I (n k f-h ' T .i, tR IVA ~s J 6#ti i? 4 'r # 4P LQ Cr-. •-J PROJECT: PROJECT # DATE: ~`1Gi'T7 S#5:K 7fr 101,+0 ? r7'l '1 Four Seasons, Vail, CO 7083 May-06 5th Floor Level (Lower Left Portion) Added Top Reinforcement 66 WM PROJECT: Four Seasons, Vail, CO V I PROJECT # 7083 DATE: May-06 5th Floor Level (Right Portion) Plan View 67 Strength(Dead and Live): Mxx:(1 Contour =167.443 k); Maximum Value = 6.071 a+001 (k) @ (299.542 -53.125 9.646)ft: Minimum Value = -1.067e+002 [k) @ 1187.542 -28.000 9.250)ft; El i r 1 4 } PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 1e+002 k 0.61 0.48 0.35 0.22 W10.09 -0.04 -0.17 -0.29 -0.42 -0.55 -0.68 -0.81 -0.94 -1.07 5th Floor Level (Right Portion) Mxx - Diagram Contour 68 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =163.583 k Maximum Value = 6.294e+001 (kJ @ (299.542 -53.125 9.646M Minimum Value = -1.006e+002 [k] @ (187.542 -28.000 9.250)ft; c A. J A. r A f X Unit : * l e+002 k 0.63 0.50 0.38 0.25 0.13 0.00 -0.13 -0.25 j p-0.38 -0.50 EM-0.63 -0.'75 -0.88 -1.01 5th Floor Level (Right Portion) Myy - Diagram Contour 69 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 on) 70 4>< PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 fdiiuuii nUIUIIL 3n) 71 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 on) VI I4VLIrV 1 V11NV1 orce 72 Tendon Forces Are For 5 Feet Tributary Width aW P ROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 LIIV%oLIYG I VIIUVI )n) 1 orce 73 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Portion) Reinforcement 74 v I W >C PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 ent 75 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Right Portion) D Reinforcement 76 V f W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 )nt 77 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Mxx:(1 Contour =167.443 k Maximum Value = 6.071 a+001 (k) (299.542 -53.125 9.646M Minimum Value = -1.067e+002 (k) @ (187.542 -28.000 9.250)ft; ,w ~i y7, a± 4 f t ~ '41 Unit : * 1 e+002 k 0.61 0.48 0.35 0.22 MO.09 -0.04 -0.17 -0.29 ® -0.42 -0.55 0-0.68 -o.ai M-0.94 -1.07 5th Floor Level (Right Portion) Mxx - Diagram Contour 68 W4 PROJECT: Four Seasons, Vail, CO V PROJECT # 7083 DATE: May-06 6th Floor Level (Left Portion) Plan View 78 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Strength[Dead and Live]: Mxx:[ 1 Contour = 90.724 k); Maximum Value = 2.525e+001 (k) @ (103.505 -217.738 9.583)ft; Minimum Value = -6.547e+001 [k] @ (103.467 -239.423 9.583)ft; a i L Unit : * 1e+001 k 2.53 1.53 1.13 0.43 -0.27 -0.96 -1.66 -2.36 -3.06 -3.76 ■ -4.45 -5.15 -5.85 -6.55 6th Floor Level (Left Portion) Mxx - Diagram Contour 79 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =101.160 k); Maximum Value = 2.325e+001 (k) @ (8.921 -222.125 9.583)ft; Minimum Value = -7.791 a+001 (k) @ (103.467 -239.423 9.583)ft; Unit : * le+001 k 2.32 1.55 0.77 -0.01 W-0.79 -1.57 -2.34 -3.12 -3.90 -4.68 ®-5.46 -6.23 0-7.01 -7.79 1 i L r c r r F 6th Floor Level (Left Portion) Myy- Diagram Contour 80 Wa 5 V 5 5 5 5 5 5 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Tendon Height 81 V W c ~.J c J 5 5 J 5 5 5 5 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 6th Floor Level ower Left Portion) Tendon Height 82 Tendon Forces Are For 5 Feet Tributary Width W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Effective Tendon Force 83 Tendon Forces Are For 5 Feet Tributary Width IG PROJECT: Four Seasons, Vail, CO V I' PROJECT# 7083 DATE: May-06 6th Floor Level (Lower Left Portion) Effective Tendon Force 84 4>< #4x ~)(7` PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Upper Left Portion) Added Bottom Reinforcement 85 -41 .f -IiT, PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Left Portion) Added Bottom Reinforcement 86 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 I Wt x Wt 4#4 5#5 6th Floor Level (Upper Left Portion) Added Top Reinforcement 87 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 5W n is 1/4T D, 3 (T f`7 ~ 1 ~I 'S+{~ _,..54 i . 4r .----A -7 IM 'r !F r i I ~ ff :J x tT tr 01 y7 a T rn T) 7# 6 417-71 7 - s, j ir1 St .4 I~ 4 4 NO" 6th Floor Level (Lower Left Portion) Added Top Reinforcement 88 V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Right Portion) Plan View 89 Strength(Dead and Live(: Mxx:[ 1 Contour =167.722 k Maximum Value = 2.265e+001 (k) @ (266.380 -274.992 9.583M Minimum Value = -1.451 a+002 (k) @ (252.587 -277.532 9.583M w v y, ti U J .j J t . tr' It RT + rl PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Unit : * le+002 k 0.23 0.10 ■ -0.03 W -0.16 M-0.29 -0.42 -0.55 -0.65 M'0.51 -0.93 M -i.06 -1.19 M-1.32 -1.45 6th Floor Level (Right Portion) Mxx - Diagram Contour 90 Strength(Dead and Live): Myy:(1 Contour =112.531 k); Maximum Value = 2.712e+001 (k) @ (272.124 -279.536 9.583)ft; Minimum Value = -8.541 a+001 (k) @ (252.587 -277.532 9.583)ft; y 5i 't. 46 rt c Y L PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * 18+001 k 2.71 1.85 0.98 0.12 -0.75 -1.62 -2.48 -3.35 0-4.21 -5.08 ■ -5.94 -6.81 M-7.68 -8.54 6th Floor Level (Right Portion) Myy - Diagram Contour 91 ~n s n to PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 ~n) 92 V I W . 1.UU U 1.Mi 7 . ~.L f, b . i 4 . . hn J.UU r}y 1~ G 5 C .I S _I PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 6th Floor Level (Lower Right Portion) Tendon Height 93 v PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 0-11 VV 161 1 VI IN VII )n) orce 94 Tendon Forces Are For 5 Feet Tributary Width F=2.0.100 F=30.lUU n P=3iJ.1gQ F M8 0A (11) P=8Q1Gf1 P=S0,100 F'=- 6 0, 10 0 i 4 v W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Effective Tendon Force 95 1r - PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Reinforcement on) 96 r V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Added Bottom Reinforcement 97 A U j#5 x#54:1 r'. Ln firer 1 T PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Ti A iR r. ~ J 6th Floor Level (Upper Right Portion) Added Top Reinforcement 98 V I W +5'r ry 2 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 6th Floor Level (Lower Right Portion) Added Top Reinforcement 99 V W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 7th Floor Level (Left Portion) Plan View 100 Strength(Dead and Live): Mxx:[ 1 Contour = 702.129 k Maximum Value = 4.461 a+001 (k) @ 1-1.001 -24.208 9.646K Minimum Value = -1.575e+002 (k) 1-1.000 -22.208 9.646)11; r PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 Unit : * 1 e+002 k 0.45 0.29 0.14 -0.02 M-0.15 -0.33 w-0.49 -0.64 M-0.50 -0.95 ®-1.11 -1.26 i.-1.42 -1.55 7th Floor Level (Left Portion) Mxx - Diagram Contour 101 4 u F~I Strength(Dead and Live): Myy:(1 Contour = 93.559 k); Maximum Value =1.694e+001 (k) @ 187.861 -53.792 9.646)fk; Minimum Value = -7.662e+001 [k] @ (-1.000 -22.208 9.646)ft; I1 ~y PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Unit : * l e+001 k 1.69 0.9'7 0.25 -0.47 -1.18 -1.90 -2.62 -3.34 0-4.06 -4.78 ®-5.50 -6.22 M-6.94 -7.66 7th Floor Level (Left Portion) Myy - Diagram Contour 102 j r3 ~ ~ ~ ~ ~ PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 G ,J 0 E n U Vv i w 7th Floor Level (Upper Left Portion) Tendon Height 103 n V V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 rn rn r_n r 7th Floor Level (Lower Left Portion) Tendon Height 104 0 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 I-L J l . 'J TI II II C C' I I C II II co O 00 11 t F 0 00 OD CO M CO 1 CD P =24 0.3 0 --u ~ ~ ~ II I I II II II II II II CO CCI C:4 CC 0:1 Ala W CD CCD Q am-' l1 C~ C-D V ~ I 4 I W = 1 r1 7th Floor Lei ~ ~ ~ ~ ~ ~ T T T TI TJ a~ CD rel (Upper Left Portion) Effective Tendon Force 105 Tendon Forces Are For 5 Feet Tributary Width v I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 7th Floor Level (Lower Left Portion) Effective Tendon Force 106 F--- A PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 r Level Portion) Added Bottom Reinforcement 107 W4 it 4;.9- ` I 4 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 7th Floor Level (Lower Left Portion) Added Bottom Reinforcement 108 ~a PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 7th Floor Level (Upper Left Portion) Added Top Reinforcement 109 W4 PROJECT: Four Seasons, Vail, CO V PROJECT # 7083 DATE: May-06 7th Floor Level (Lower Left Portion) Added Top Reinforcement 110 W4 PROJECT: V PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 7th Floor Level (Right Portion) Plan View 111 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Mxx:(1 Contour = 99.056 k); Maximum Value = 2.535e+001 (k) @ (250.752 -211.813 9.583)fC Minimum Value = -7.371 a+001 (k) @ 1303.390 -205.053 9.583)fk; _ a fit-,. -bw {W a a~ 47 Unit : * 1e+001 k 2.53 1.77 1.01 0.25 M-0.51 -1.27 -2.04 -2.80 M-3.56 -4.32 ■-5.08 -5.85 M-6.61 -7.37 7th Floor Level (Right Portion) Mxx - Diagram Contour 112 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 strength(Dead and Live): Myy:( 1 Contour = 90.103 k); Maximum Value = 2.143e+001 [k] @ [259.002 -215.449 9.5831ft; Minimum Value = -6.667e+001 [k) @ (396.375 -114.125 9.646)ft; i 6 *2 1 r~ y t Urdt : * Ie+aal k 2.14 1.45 0.'76 0.06 M-0.63 -1.32 -2.02 -2.71 -3.40 -4.09 ~4.79 -5.48 M-6.17 -6.87 7th Floor Level (Right Portion) Myy - Diagram Contour 113 4, 4 4 4, 4. 4, 4. PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 1 GIINVII I UUItj11L ~n) 114 ■ T fY 3. S. 3. 13. 3. 3 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 rWh ~1 7th Floor Level (Lower Right Portion) Tendon Height 115 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 co V O O .evel Portion) Effective Tendon Force 116 Tendon Forces Are For 5 Feet Tributary Width V i W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 7th Floor Level (Lower Right Portion) Effective Tendon Force 117 4510' 0 9 v I,I W )(j) k x 4>c 5'4 0 n ❑ ❑ ❑ 4ty> 5' ra 14 I u PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 4 0'7 ~ - rs r n 4 •t, ~ ~ 'n tr+ 'J.! u V u J Vn ^ k x x 4 #~~~~n~k*bl ❑ 7 7th Floor Level (Upper Right Portion) Added Bottom Reinforcement 118 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 aW K eintorcement on) 119 .a ••a n _n -4 n a•. -V ±17 } V W K # n --a }r a c.n 171 f 6 T) 7M 5x ER L A t a 4 (T 1,7,4t ~i L.~ IT•. .JA ch T, ~r(T; -1 tT fi~ Y1 l~ I~ r\ 1 ~ .f V (_n - 111 ..J n ~I .i~ y J n rr I•?' riTi t PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 in A _ i1 r^, -bF u rn i.' C C G, ?'fir 7 -.2 P P_ 7th Floor Level (Upper Right Portion) Added Top Reinforcement 120 Y ~r ~ 4n r W4 M 4411 u l . f PROJECT: PROJECT # DATE: I Four Seasons, Vail, CO 7083 May-06 7th Floor Level (Lower Right Portion) Added Top Reinforcement 121 V W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 8th Floor Level (Left Portion) Plan View 122 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(dead and Live): Mxx:(1 Contour= 96.841 k); Maximum Value = 2.283e+001 (k) (19.942 -124.804 9.583M Minimum Value = -7.401 a+001 (k) @ 118.500 -139.583 9.583)ft; Y I , Unit : * 1e+001 k 2.28 1.54 0.79 0.05 -0.70 -1.44 -2.19 41 -2.93 -3.68 -4.42 -5.17 M -5.91 M-6.66 -7.40 8th Floor Level (Left Portion) Mxx - Diagram Contour 123 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:[ 1 Contour = 95.367 k Maximum Value = 2.414e+001 (k) @ (54.042 -177.917 9.583)ft; Minimum Value = -7.123e+001 [k) @ (18.508 -112.250 9.646)ft; y ~ t 11 it L l i 1 q 5 Urat : * 1e+001 k 2.41 1.68 0.21 -0.52 -1.25 -1.99 -2.72 M-3.45 -4.19 ■-4.92 -5.66 M-6.39 -7.12 8th Floor Level (Left Portion) Myy- Diagram Contour 124 3. n 7 .7 L I 7 PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 V 5 5 5 5 5 W 5 5 .evel (Upper Let Portion) Tendon Height 125 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 5 5 vel rtion) ]ht 126 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 cm) Effective Tendon Force 127 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 Tendon Forces Are For 5 Feet Tributary Width DATE: May-06 %I ion) Effective Tendon Force 128 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Added Bottom Reinforcement 129 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 130 4 Added Bottom Reinforcement PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 4# ~iLA'4°CT -r LT-, .---j 8th Floor Level (Upper Left Portion) Added Top Reinforcement 131 N Jul _ J T 1 ri ~I f 7 -4 l T) ' # C k-h 1 14 j 2 4 4 L I~tty, (I 11#G I ~ 7~.,+ r lfYfr 1~~41 =.*1.{-I+~^'L ?yf'' O :D r_r co ..Ll'r r,] 9# 5x+.11'~~r, L~l`) GTrCJ'" Ilk 5 4 CT`s ^k. F-0 V ry. ` 1 W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 ~t C E~ r ~lj 1 , i CI 44- 7 8th Floor Level (Lower Left Portion) Added Top Reinforcement 132 4>< PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 8th Floor Level (Right Portion) Plan View 133 Strength(Dead and Live): Mxx:(1 Contour =131.489 k); Maximum Value = 3.246e+001 [k) @ (365.542 -35.200 9.583)ft; Minimum Value = -9.903e+001 (k) @ (204.333 -144.750 9.563)ft; A 4 I'm id -1 , PROJECT: PROJECT # DATE: P. ! Four Seasons, Vail, CO 7083 May-06 Unit : * l e+001 k 3.25 2.23 1.22 0.21 IN -0.80 -1.81 -2.82 -3.83 -4.85 -5.86 ®-6.8'7 -7.88 8.89 ® -9.90 8th Floor Level (Right Portion) Mxx - Diagram Contour 134 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =148.678 k); Maximum Value = 3.764e+001 (k) @ (348.184 -24.163 9.583)ft; Minimum Value = -1.110e+002 (k) @ (430.208 -94.708 9.583)ft; A 4 - rv d i Unit : * 1e+002 k 0.38 0.26 0.15 0.03 -0.08 -0.20 -0.31 -0.42 M-0.54 -0.65 0-0.77 _ -0.88 10--1.11 8th Floor Level (Right Portion) Myy - Diagram Contour 135 4 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 4, 4. 4 4, 4, 4, 4. 4, 4a Wu 4. i It ~l ~ 41 r•f t t 4, 11 ~D I N 1. inj U Mu U L 5 4, _ 5 4, 4r I , t . t' , I i. U t 4. .75 U 1. 13 IJ X 1.00 Gm 4,' l J lJ U ~J TOO 4, 7710 J3 U U 0 A 1.00 5. 1.00 tJ / ~1 I t U 1 U I. 11 t / 1. 171 .-n1j 1 CL I 1 U 4. 4, w J 1 L 1.00 1.110 ALI `r 5 U 4 17707 ' =A i 1 t 1 W1 ~V ;III Lill 11 1.00 ,I ,.U r, LOU 1 LOU lu 1, U n. l I,l _ ,L 17 N o 1 00 U I.Ou ll 1.U 41 I. 1.00 5 5 4. , I 1. . / 7 1,110 L ' LOU 4, 1. 0 U 4 I I I 0 c. E -J Z3 5, = , _ U J .I rx I 10 si l r , LOU 79-001 U 8th Floor Level (Upper Right Portion) Tendon Height 136 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 T. 5 J 5 0 5 0 0 8th Floor Level (Upper Right Portion) Tendon Height 137 4, V I W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 n) 138 Tendon Forces Are For 5 Feet Tributary Width PROJECT: PROJECT # DATE: Four Seasons, Vail, CO 7083 May-06 Level - I- - - __g___ Portion) Effective Tendon Force 139 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 Tendon Forces Are For 5 Feet Tributary Width DATE: May-06 8th Floor Level (Upper Right Portion) Effective Tendon Force 140 Tendon Forces Are For 5 Feet Tributary Width F~v P =1'33.50 r)" to P=133,~'a.`+ f7 P=133.50ID V i W PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 8th Floor Level (Lower Right Portion) Effective Tendon Force 141 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 nent 142 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 V I I ent 143 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 u 1 'J va n p t (It J I A C-n L r-II(T) 4 u f4 41 c~ o 5 „4'iT'? r ° s ny ra. ~F Cn - 7 J n R, Pik Il''i7) S ~,~c:~T1 ,~~5•:. _,rC 'y ~I -tF AF Ln ~n n s y, 4 .n V ~ ^I 4 ur~ C{i tT g:', rn T7 ? t 8th Floor Level (Upper Right Portion) Added Top Reinforcement 144 -4 ~-n PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 V I W cement 145 W4 PROJECT: Four Seasons, Vail, CO V I PROJECT # 7083 DATE: May-06 9th Floor Level Plan View 146 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Strength(Dead and Live): Mxx:(1 Contour = 95.688 k Maximum Value = 3.254e+001 (k) [400.250 -66.958 9.5831fk; Minimum Value = -6.315e+001 (k) (364.542 -86.167 9.5831ft; v Aw I C p i L} tl:' =a Unit : * 1e+001 k 3.25 2.52 1.78 1.05 031 -0.43 -1.16 -1.90 ® -2.63 -3.37 E-4.11 -4.84 -5.58 -6.32 9th Floor Level Mxx - Diagram Contour 147 5trength(Dead and Live]: Myy:(1 Contour = 90.534 k); Maximum Value = 2.113e+001 (k) (382.792 -115.125 9.5831ft; Minimum Value = -6.941 a+001 (k) @ (364.542 -88.167 9.583]ft; L i ti r-l PROJECT: PROJECT # DATE: w Four Seasons, Vail, CO 7083 May-06 Unit : * 1e+001 k 2.11 1.42 0.72 0.02 -0.67 -1.37 -2.07 -2.76 ® -3.46 -4.15 -4.85 -5.55 -6.24 -6.94 9th Floor Level Myy - Diagram Contour 148 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Tendon Height 149 9th Floor Level w (Upper Portion) -L-~ h PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 el n) Tendon Height 150 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 nnTG• AA- na Tendon Height 151 Tendon Forces Are For 5 Feet Tributary Width W x PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 9th Floor Level (Upper Portion) Effective Tendon Force 152 PROJECT: Four Seasons, Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT # 7083 DATE: May-06 Effective Tendon Force 153 , Vail, CO Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons PROJECT # 7083 nATF- AAw_!1R Effective Tendon Force 154 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 (Upper Portion) Added Bottom Reinforcement 155 V i 9th Floor Level PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 Added Bottom Reinforcement 156 GY + ' PROJECT: Four Seasons, Vail, CO PROJECT # 7083 nATF- AAOv_nF - - Added Bottom Reinforcement 157 -k` ---a `•1 in ro ; ~ rn Ln 1 . Ir ? i 67 5 Fj r,4 T:; 44 Vin .C' - 5`.r # k --4 fr t;t cn r<. ar "'T) 7#5 xj 0113 Ian `a ~rti1 r_ . in in 7~5 "1 -j c7 'j y 5'. i7) T i ~•i PROJECT: PROJECT # DATE: IT. .t i j r "-J 1'rT, 7#5 '9'cT) 7#5.=71`x" Tw I WG U' G G.. '10'.(_6 7 Four Seasons, Vail, CO 7083 May-06 1 F, 4.`. l~ 2k Lr 4:~ t 7#5 : `9 (T: -745.. 4~ rn rn ~ t k 'J 'v~ ~ F Li rI iJ7y'+ t7', sF to in rn G 14, 'X # tr'" r7l 5 : ; • - {.~C,... tip ( t--~ , fi i'I 1 tTtie.': [,7~~1rr4T_ G'~Yu'10'' 7 h C r~#5~``ll° a45. CID 9th Floor Level (Upper Portion) Added Top Reinforcement 158 t.' c Y5, Ln it c -n -ir h #5. `4-11T, :1 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 L•3 G~ t/ 9th Floor Level (Upper Portion) Added Top Reinforcement 159 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: Mav-06 Added Top Reinforcement 160 W4 J~ V ~I ❑ El D ❑ F1 ❑ ❑ o PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 I,I,Q , n c L 0 ❑ ❑ ❑ 10th Floor Level Plan View 161 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 5trength(Dead and Live): Mxx:(1 Contour = 97.810 k Maximum Value = 2.630e+001 (k) @ (334.792 -69.821 9.583)ft; Minimum Value = -7.151 a+001 (k) (75.542 -22.208 9.583)ft; Unit : * 1e+001 k 2.63 1.85 1.13 0.37 -0.38 -1.13 -1.88 -2.64 -3.39 -4.14 -4.59 -5.65 g. -6.40 -7.15 rA 10th Floor Level Mxx - Diagram Contour 162 PROJECT: Four Seasons, Vail, CO PROJECT# 7083 DATE: May-06 Strength(Dead and Live): Myy:(1 Contour =106.220 k); Maximum Value = 2.435e+001 (k) @ (274.750 -114.125 9.583)ft; Minimum Value = -8.187e+001 (k) @ (73.958 -46.333 9.583)ff; LL ale it. It- I - e~ Unit : * le+001 k 2.43 1.62 0.80 -0.02 -0.83 -1.65 -2.47 -3.28 M-4.10 -4.92 ■ -5.74 -6.55 W#j -7.37 -8.19 10th Floor Level Myy - Diagram Contour 163 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 V II 10th Floor Level Tendon Height 164 Tendon Forces Are For 5 Feet Tributary Width PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 V i 10th Floor Level W Effective Tendon Force 165 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 V I W 10th Floor Level x Added Bottom Reinforcement 166 T~ ~r a k Y ?p ,T 8,45;:10'^ 3b -4 9~v ,t i? 6k` " 1'cT; rr CU v J r 4"d V 'T S Wa k I a s -nd(T5 PROJECT: Four Seasons, Vail, CO PROJECT # 7083 DATE: May-06 '?148x, 103, is T J945X6'4`r,'T x r ~f1 C7 ' t ? "c p'c~fT) iJt f "A'r T) 'r' •J i~, .'J nnt- cr J t1 k M i 4it 5:< 33!'21 Ek& tT. 5•3 h cy- .0 m 1~ 1 ;'•i•() c.~q. G. c v'q'ITj ~1llr•~'x 1"~ iJl c• R L,, 1111 J5>:2'1 "M r2 W"I'l lr - J =afi5:: 511UiT) 6145;'3"]i 65 ~?'!T7 SaS+'S1' Yb 71f` C CT: a1{._ ='S''i:T) ? 5 rc ?1f # '~1~ h5: ' 4'!T i 545 i 0 L is 10~•~ •11~~~} .gas>: -i ~n P - i f. t `i r~. .H ~r s rti v Ire- 10th Floor Level Added Top Reinforcement 167