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B06-0196 Structural Calculations Volume 3 April 2007
z~ STRUCTURAL CALCULATIONS FOR PLAN CHECK -APRIL 2007 Volume 3of 3 FOUR SEASONS RESORT C' Vail, CO for REVIEWE- g SEP 0 7 204? I SAFLb lu t 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 June 1, 2007 ft- Four Seasons Resort Vail, Colorado Volume 3 of 3 TITLE PAGE Load Table Loading Plan Post-tensioned Slab Design 0 C DESIGN LOAD TABLES Updated on 10-18-05 Updated on 5-18-07 Typical Residential Roof Project: Four Seasons Resort, Vail, CO (7083) Project 7083 Date: 5/30/2007 Engineer: CK Roof Beam l (psf) Columns (psf) Seismic (psf) Deck (sf) 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 psf SNOW LOAD 80 psf-100 psf 25% seismic) WIND LOAD 90 mph exp B Penthouse F Slab 7(psf) Columns Seismic (psf) (psf) Flooring 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. 5.0 5.0 0.0 DEAD LOAD 123.0 133.0 128.0 LIVE LOAD 50 psf (Reducible) Tvoical Residential Area - Slab (psf) Columns (psf) Seismic (psf) Flooring 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 psf - Private rooms(Reducible) 100 psf - Public rooms(Reducible x NISKIAN MENNINGER Load Table.xls LOAD TABLES F- L Riah ciinnortino Roof Slab (psf) Columns (psf) Seismic (psf) Flooring 1.0 1.0 1.0 10" 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 psf (Reducible) TPrmd-P_ / rmirtvard Slab (Pso Columns (Psf Seismic (Psf) Flooring 5.0 5.0 5.0 12" Thick Conc. Slab 150.0 150.0 150.0 Columns NA 10.0 10.0 Misc. 5.0 5.0 0.0 Landscape Varies Varies Varies DEAD LOAD 160.0 170.0 165.0 LIVE LOAD 100 ps f (Non-Reducible r;arnnP / Ramn F Slab (psf) Columns (psf) Seismic (Psf) 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 Architectural Topping 50.0 50.0 50.0 Misc. 3.0 3.0 0.0 DEAD LOAD 178.0 188.0 185.0 LIVE LOAD 40 psf (Non-Reducible) Retail / Ballroom / Etc F Slab (psf) Columns (psf) Seismic (psf) 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 ps f (Non-Reducible) Cnrridnr F Slab II:sf) Columns (psf) Seismic (psf) 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 NISKIAN MENNINGER Load Table.xls LOAD TABLES 0 H LIVE LOAD 100 psf (Non-Reducible) Loadina Dock F Slab (psf) Columns (psfl Seismic (psf) Flooring 0.0 0.0 0.0 12" Thick Conc. Slab 150.0 150.0 150.0 Columns NA 10.0 10.0 Architectural Topping 50.0 50.0 50.0 Misc. 3.0 3.0 0.0 DEAD LOAD 203.0 213.0 210.0 LIVE LOAD 250 ps f (Non-Reducible) Wall Unit Wt. (psf) Curtain Wall 20 8" CMU 75 NISKIAN MENNINGER Load Table.xls LOAD TABLES 0 0 0 1 440'-; Al 1i- ICI-III I I-I 1-1 I I I-III _I I 9 01 / C C4A _ HAN9PRj CI ® cs C5 I;IrvnibP' SL~NO"R -o I~ N101TT. EW. - H012'9. EW. . ~1''I((Iyy~T (FOR TOP k T. ADDED FEW.. SE PLAN) ,2T W 1 82 I r/SO OVC PILL&-/ J +54' 1 ' ELEVAT(I9 ELEYgY(R \ ~Pil~ ~.PIT.i C4 4 CI~vA _ c4 C4 ® s® 9 / / 1 If I 1 y _ NAT T TNO DEPTH . ]'-0' IN. E%CEPT AT LOW PT. AT ONAN - O L ` t 1 TYPICAL T / I 1 ^ 0 12 12'7. .EW EW. / 8 9 /9 01 T9. EW. fEOA TOP 0 907. ADDED REW. 5 J O L \ \ `OE GARAGE flAN TYP (S O ❑ SEE A9CH OWGS. FO9 TOP OF OF MA NAi L ~El . .A C2 © CL O y~ Q S CI CI CI 2 ' C1 F19.A0. r`xY 4 +5 "d O 29 4. C4 I17I I I III-~~~_~~~- ® - - - - LLLJ-11L- JJ-1 - - - 21 _ - 9.0 CC27 ➢L tt.9~ LL itil C - I A15 _ 2 2.7 3 3.3 4 4.2 5 5.4 6 7 8 9 9.7 10 19'-6 13'-10" 8.-8" '-0' 26'-6" 19'-6 8'-52" 14'-0 28'-0" 14'-0° 28'-0" 18'-6" 9'-6" 14' L LL Ian _ 0. A I II II +5 II- I I1= - _ I- I - II I_ I III III III II III I MAT F00T ETCEPT A L DEPTH OW PT -'-0' AYL . AT O9AN TYPICAL A N /9012'7. E F. W. /9012'. E ' X (FOR T k BOT. OEO NF. SEE PL li SEE ARCH S. F TOP NAT SLOPES. A15. A16 _ 9 L 1 I _ A16. L L 024- A16.. III A17 IN 18- L 17 _ 7 C 7 ~yy - I 95'-1" 1 2.3 3.2 3.5 3 7 4.4 2 3 4 5 pP DJ D~ L 6UC-L 440'-81" 18 16 9 17 9.7 10 10. 1 1 1114 12 9 13 13. 14 15 . . 16 16.6 17 9'-6" 14'-2" 13'-10" 9'6 to. 11'-6° 16'-6" 14'-0" 14'-0" 21'-11" 10'-7" tt. tt. tts 32'-6" 32'-6" 17'-12„ 2- "10'-3~"2_ L l~:Yyry; . f r~ 0+ L L, I I I e EL S„A6 C4 5® C ElEfA}fn . 3 a - L S C 1 L ® WSp1C~l PI ELt~A1W ELE EtCV TtlV , r~ pl, Pli CI CZEf. 11> , Al 1 = N 7 5 Cb C7A C9 U C9- e - A2 I A3 ❑ 1 _ 0 0O7A ® - - A4 V / I 13B' E cis ns C]p Ct6 CY9 C7A - $ I H L~ 4-0~~s C - W CZZ C4A - o © © ® - A8.2 ~ _ .TTL Opp - 7TP.IS.AU.1 ' k A l o EIJI X11 I - L~ I~(~s gP A14 LCv~L 1 W i FtpTEq DEPT" - ]'b' E%CEPT Ai LOW PT. AT M1AW iYPCAI PFpF. I9OI2'T. EW. /9~IEW. IFat TCP k Bor. AllOm RE SEE PLANT SEE MCH OM. FM iOP OF 0CAA TROPES. GARAGE I I i i I SIN N I N A2 9 A3 1 ~ A4 I I6 A4.6 N ~ A5 0 N _I A5. A6 A7 - N ~ A8 IN A9 A10 ~ I o~ o N I~ GI A11 A12 O N A13 I A14 ' ' o W A15 A15. I ~ V A16 O I A16 A16. O I A17 IN o 1 2 2.7 3 3.3 4 4.2 5 5.4 6 7 8 9 9.7 10 19'-62' 19'-61,. 8' S " 13'-10" 8'-8" '-0' 26'-6" 2 14'-0" 28'-0" 14'-0° 28'-0" 18'-6" 9'-6" 9.6 lo,tEVEI L L /YLr o v f 171. ltfsT LL n 1' GM ALL AB WG ''I lo' SLAB /6012' T6B EW. I7 8.0 L L s r ) n Ia68'-0y Z 2C CI 2C1 2C1 6. 1+62'-6'1 29 27 6.0 6.0 F2 cr. CL4o s~ -D L 1'~s y T LL 1~ jobs" LL F2 / n C I~QrX~^ t.•~~f 2~ Fl e-6TBU sc M1YT E.W. + 2C TYP. LE Z SAG. ~ f t ~ kl - - r _ 9G~ 5012' US .W. j F6 U22C2 W]TYP. 212 L Alas f L C, 95'-1" 1 2.3 3.2 3.5 Q~4 4.4 2 3 5 o~ o~ LC-AL 2 Cq ~ _ l ~ O O 9.7 10 X10. 11 11.4 12 12.5 n 16.9 17. n n n , 9'-6" 1+2" 13'-t0" 11'-6" 16'-6" 14'-0" 14'-0" 21'-11" 10'-7" 32'-6° 32'-6" 17-t 11'-1" 2- '40'-31'" 2_ " L O D 1°• WOWVT WMP SVB 15012• EW. TAB (TW CNJ 12 CONC. W/11 / 15012' EW. \ iT - ' 1 / 1~ n L S t - 51 5 911[.Ti REAP W/H011' EW. ~ RA,PI~ I 1 / 11 II 0 - - ~ COVC. WALL EW / 15012' EW. 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I I I i I I~ I I I I I j ~I I I~ I i I Ij I I I j HSS12x8x3/e (LL"- - ~p - - -----LiSS12x8x~-(LLH4_--- 48-6 --~f- YJ I LIJ I I i I~ I I' I I I I I li j I I~ ji I I I jl II i I I I I I I~ I I' I I I I I I I I~--- P.e- li-1 I II i i -I-- - jl--- ---I - - - - il I li j I i Ij Ij I I I I I I - --rt-®--- - A1 LL ILE. 77 i i A14 I -LL AS S \ El i© \ YT I ~ A\ it ~ it ~ \y ~ A•v - ~ • LE vE L i i i i i i ~`L C1 vr; Al ET➢ / fi.01F 6.01E ~ ^N 1 9 Off- E A.~ k' 1 7 I 6.01E 25 6. 01E 20 C I L 100 L N .01 7r i ~ A2 LL ! C , - c n A 3 15 2g rn A4 ❑ ❑ _ 12 POST- NSIO ED SLPB > ~ 7 $ W/~4®24"B N W. 1'YP. U.O.N. L L EL S.AD. A4 6 . \b \b A5 co =1 - X SW16 - A5 3 <.t . A6 A7 FS W-1 41 r W SW-1-21 /2" v EIEVAM ELfv , R i S 8 _.712 CAB : 81/2 SLAB SW70 77 / V . BI/2' POST-TENSIONED SLAB A 9 J. 4' BUILT-UP SLAB AJ/EL. S.AD. E VA Ht W/#4030-0 E.W. 1'YP. U.O.N. EL. S.A.D. ?N SIN ' A11 HSS5.Sx'/6 \ HSSSzSx y - - - i ® r m ~ ~ ~ O ~ s POL A12 LL too C) I ' ~oQ + o N / \ o 7 / \ + % S/#4 OS 30" -TE S 11 E. 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POUfl i 11 G ~ O ~ ~ ~ STRIP ( 61 ~L C-AIA( 12 ~ - ❑ -I b 10' POST W//4024 n? ION U. SUB .N. - o FNEA I PCA ESA SAD 1 'S 13 TIP. aSli] L h Ns as if t a f l \ 14 j 1 G Ilss erdA n iS ° c G nm ° G nos A G ~ o er.V O N b Iss er ~ YM1 Be A G Ma ~ no.ls - G ° i ree er.W -.aED sm. g ea.v. ~ c s G ,,pp G G . n I S b a L 26 N b S - er.4N ~ ~ c QeaW j~ P-tlnNEp rsv g _ b xss e.e.v. execs ls erdl Ns as \ p ~ - a - b Lie r°msi° c sr°iev;e Px~ssraadt Nss ~ N L ~ t~ G 13 0 ~ 0.13 B r O \ P I G i C O \ !'7 G o. 3 n IY . nLle Ieel m LIB OFy \ y CIp11] ^ ~ r ~ ~ O _ 163 ea.V, 17 A Q ° CI~1]. ] 1 0.1 L d aQe ON, e° 13 0 v nmei] na.1 "U O~ 95'-1" L~,v u 1 2. 3 3.2 3. 5 ~ 4 4 . U U `~U (U C O O IY Y 9.7 10 10. 11 11.4 12 12. 13 13. 14 15 16 16.6 17 9-6 14-2 13-10° 11'-6° 16'-6" 14'-0" 14'-0" 21'-11" 10'-7' 32'-6° 32'-6" 17'-11 11'-1" 2 "10'-3 10.6 11. ii. il. 12.1 12. It 1 ~s BI/' Sl.1B IB' B 9 6~ p s L L QA [AA A12. ~o m C1 C2 C3 ~L `bP A14 ~C la ~ rla ~ I VO M1s9 ~ ~w a , goo p ~ 09•'S~, v) V~. `bt. `)N LLV CL Y Al A2 A3 A A4 0 A5 A6 'I a . - A10 0 ~o A11 C O n2 n27 n3 3.3 n 42 n n54 \°J \'J l°J 0 n97 19'-62' 26'-6" - " 19'-6 8'-5f° 140" 28'-0" 14'-0" 28'-0" 18'-6" 9'-6' 9.6 SIN N g ~ ~ i~ N ~ .C cims~ r S unr re. E~~ roslr.'/ 9 9 ; 41 row! >f A3 i m m! m! - - rn a_ g G G G G 5' CONC. WA I 5 CONC. WALL A4 IO iiA/ MILI9 N! N ~ I nmar mKmEns euryr ~ROff 10' S '/q' SL I I ~ - - msr 10 POST TENSIONE 030'-80T-T11M-E.W 8 - ~ L 11 /I ~ i v-nwm G ~ i G' ~Y 1 1111... 1. U i / \ n C . to t.~~ o ~ D 1 I IK E 6 A7 roma 991 LL I / ELE i9P IL SWIO 0 A9 o o 0 ~ E0. E Q. CARREO ABOVE 0.. PWR STRIP A11 - I BE ABOVE ' - A12 0 ?NEAt ARE?. ;cr I N N?J B A13 0 I D4 0 N o \ IA .=yN N O SIN O A17 CB D~ U I L t~ Cl ~ 2 .3 3 .2 3 .5 4 .4 U Qj ~ U 0 0 0 9.7 10 10. 11 11.4 12 9 13 13. 14 15 16 16.6 ' 17 9'-6" 14'-2" 13'-10" 11'-6" 16'-6" 14'-0" 14'-0" 21'-11" 10'-7" 32'-6" 3y'-6^ 2- 10.6 11. 11. 11. 12.1 12. si ~F F~ A N I N L IX )i f I T S m T '11/ 0 BI/j SLIH 10' SLIM EIEV~{tW LL IV V S P - N/MO BO EM. 10" PoST-TENSIONED , l/8 M. LL CI EL S.AO. ~ EL S.A0. ED SW F w. A12. i gP A14 3g p ,h Ltj~ ~M1s c"' Na 2~, MSSBIS.TA j ~ V \9 a1h. W-TNNIED g1 C~ C2 C3 0'~ I O> A3 A4 0 A5 A6 I A8.2 a QA9 A1( 0 0 A11 LluCL I 02 2 42 n(5. 4 l°l l'1 l°1 0 C-9) 9.7 19'-61" 13'-10" 8'-8" - 0' 26'-6" " 19'-6 8'-52 14'-0" 28'-0" 14'-0" 28'-0" 18'-6" 9'-6 9.6 ,"IN N I M 1/ N ~ A3 _ I A4 _ , I I ~ l - \ A7 ' W6 ~ , C A8 ,-IN rn L - - O GIOxl5.3 ^ _ ~ I O 1 - ~ ~ W17z1 ^IN O WI?xl9 I - - 1112.1% WI0x1 ~ - 11 - ! wl~xl~ DOLU I-,IP - ' U - HSS _ x6x3A 9C1 EIOW EQ -6 E0. H6$ 6x6x h A11 Ill 185588 109, 12 I_ I W 110,11,3 _ M WtOx15 W10,15 TYP. - i W12x19 3 W 12i 13 A12 $fix6x 8 ee W18x35 - - - \41 SS W 1/ WIOx15 WIOx15 tyl(,1] H55 6A.1A - O H . 8 H$$fixbxT/B AI'E11 UP TURNED T1P., UP-TURNED TYP., AH[ki *EA 3r, MIMI WIO V.'1?>14 -3 Wi?al! 3 ] A13 V, 14, _ B8 W1805 O _ - > _ 3 i W1209 W11,19 _ A14 - - fl 110 3 dE I6.]i IBB HSS 6xfix~'e c+ 14 - LYPrIi] ~ ® ~ W610 I01 I ® CIW13~ 8 _ - - 3 x0 101 1101 G O C10x1 U.3 G $ f x f,10,15.3 - ' N WWI) LP-TURIIEO IYP. H. . MIR IIOlI~ 61 xL16 0 ITV. sp1181 W415 W x7U IIP-I u. U IYP. Hs6 6xex35 ~ Y r b ~ 4 8 N i - I 1YH U 1 ~ . I d ~ la nms nel I s a / xIM10 R O m1 , l ~ gprli] CIWISJ i t2 N N N' 1U V: ` O x -1UP U IYP. T [eitt 11 y, ~yy soss `\l I A17 -I SIN I O D~ 95'-1" 1 2. 3 t3 )2 3. 5 4 .4 U Ul - `JU - U 0 0 0 9.7 10 10. 11 11.4 12 12. 13 13. 14 15 16 16.61 171 9'-6" 14'-2" 13'-10" 11,-6" 16'-6" 14'-0" 14' 0" 21'-11" 10'-7" 32'-6" 32'-6" 17'-1z. 11'-1" 2 - "10'-32"2 - " iD.6 il. 11. 11.6 12.1 12. N I 'x T)L r 4 [ . , t. . LL, IT7 W12d!1 'I{II' 2.1 1.~ w' W- 22 M - c. Wln.ls WIU.IS W14 22 _ ; - w } wm,ls'•..,.•~.E: F - Im A12. 6" WIU.IS _ 7 _w. wl2.l„ W12.1,1 -Q2 ~ \ A14 w~Mll L.Lv( L- R I Al A2 A3 A4 A5 A6 A8.2 A9.9 A10 A11 Unit in 0.44 0.41 0.37 0.34 0.31 0.27 ,0.24 0.20 0.17 0.14 0.10 0.07 0.03 Y4 , F7 T" 4 3 Al I'M a 4 VJ/JV/VI Unit 19:09:33 I I -0.03 -0.07 .advI Z-Translation - Service(Total Load J 5/14/07 7:03:34 hLef -05-02-07.adv Z-Translation - Long-Term Unit : in 0.68 0.63 0.58 0.52 0.47 0.41 10.36 0.30 0.25 0.20 0.14 0.09 0.03 -0.02 -0.08 -0.13 Unit: Deformation n (-5) 5dl n PI f•I AI r' AI`. , hl x I ~,ppor t Lne I -r~pPOr Ln_ E3 3 :.i ippcri Lr e 4 uppci Lrt,? - _uppurt Line e P Ji- SupP°1"t Lnz 10 3 _ ~cPOr Ln_ II por Lr Si,pPO~, Lne 13 ;~,ppor: la _ pPa 3 Lnz 1~ LAAO~ I C,ne 16 ~~~Ppor Lnp I' Lne I8 I ;uppor Line I8 ~'PPOrt Lm= 81 --'PP-t Lnz 2D Structural Plan 7 5 17:57:27 FOUR SEASONS Hotels and Resorts 4ThLeft-05-02-07.adm Level 4 - West ll~ Structural Plan 73' 7:57:39 FOUR SEASONS Hotels and Resorts Level 4 - west t~ ~J I z C No 04 b ~ J o U Z N G o J w 10 F FCC I Q ~ bA U) U) C d L- cd C4 m O X 30 " o Q a~ U + ~ cG N U Il ~ ooo F ~ bQ~QA. Ln r, Ln V1 va Q =h a~ o ~ o C ~ C~ N 1 ~ O X p., o 00 C N Q C (0 C/) CO (0 Q U) 0 M is LO C f6 ~J Q U) O Q M C N l/Q v ` J N C (0 Q Cn C Fil IT m I k I Q O O O O O O O O Cn O O O O O O O N - r- N M [isd] ssaa;g 3 v a C N If J V r VII v E r E N v z a v Ai , J\ U J :3 o J ro ° a a Kc co C cu Q C M Q. ~ on U) O co Q a cd Gr (0 ~ n O k 2i O O ~O Q C~ + LO C -2. ui O Q ~U`~ v cd • O O cd C C/1 0 Q Q ~ k O G bA 0 M S N 1 O C C7 3 O Q v ~ N ~ O ao N C cu Q U) r 1-11 ITT - I 4,-L4 C Q- 0 O O O O O O O (A O O O O O O O [isd] ssailg F-- J I ti c CA r l~ C E >C z c w ti o o N ~ ~ ~ ~ o 7 rl Rl o ~4 124 b ~ 0 a~ L Q O y~ U ~ y + - O O m r. V) U > O O x 0 O bQ O C1, I I--I C + ~ O V] N ~ \ O N O ~ / + ~ U O N ~ O x a° 0 M r _ (o QSL 9J C (o Q r C co '7Z ) (n a ~J 0 r- I 0 C m CO C co Cl) V co Q (D C ~p (D Q U L CC 5 (o r Q co Q c co a (a - TIT, - . co a I co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M N r r N M Lf) [isd] ssa.i;g N Q ~ fn ~ ~t rJ N ll nn V' K ~i E 124 -i o N N o -H O as w £ C) U) ~ VJ a m H k o U ~ Q N + V] ^O ~ O v~U> ~ a o x 0 bQ~oa is a cd c 0) (D X CC~ ~ S'r O ~ co C E O N o ~ m U V] N O k a O O M r C f0 ZL 0) C (0 Q 0 C (6 Q U) O C '^Q vJ LO C N V A (0 Q C (0 Q C m Q U) 3 Q b M V CA O O O O O O O O O O O O O O O r N i In O [isd] ssai}S c 3 1. 2- 3, 44.2 5 5.4 6 7 rr, 017P a 1-1- 3 IP R n t r p 6 P. _.r ES -u S" oLJ' S2V s_k S.c - SR s `cam Re C As In! o, n 101 R_s 2 101 _ t7.S4 A7 El 0 S-Z 0 77 7 = _.K -tel. 13 R = 0.65 S-~ Del A9 oil - 0 70 L SYc^,.,,,r 0 ~ SR:s 062 .65 . u~ 16 C... ~ i 2 I ❑ SR R ~ r.~ 090 l'' u Rp fn R s 1 i4. ~ 19 Re.nf cr Ce SR_r 0.47 C lun Colu-~.: F i S2_,_,K 0.50 - 23 - C,a3 5_K Al - uluO- , P_r = _ Colurn 26 I.1 9 SR 11 R _r 1.9 S r s - 0.e7 Re.nfcr-e A 13, _3 _alunn "olun`h '~G SR 9 = 075 SR_ SR r Ot9 _r~ Calunn 3 _ se=sos o.e< SR_sp 07e SR_s SP R s - 51 OK C A 14..._.__- ......r.. r. ___Ei =ol .'olurn 36 n 35 ;Turn 3 SR n Oa7 NA S 047 SR r - 0./0 SR k 04'. SR K 0.59 se= f,.~j4 A75: -._SR 06:. C~.u4h 39 ti R bO= w672 = - K-' S7_r I13 sR Gz S 1 n 4Vglu 2 01 sear c.2] L SP l nn 073 - G42 SR G7-7 A16.6.....Sp --.069.... G 16 S ' 75.... _ OY. L - - . 60 0l 45 Y k 6~1 s se A76.____-_-- . _ - S:: aaSu._.-.__~....... n 4 n 46 SR__s = 064 W 0 6 6 S S c rk C0 K 770 s i< 57K 2.3 3.2 2 7 4.4` Structural Plan 16:53:24 FOUR SEASONS Hotels and Resorts Punching Shear Design 0 4ThLeft-05-02-07,adm Level 4 - West Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 4 - west Date of execution: May 14, 2007 File Name: 4ThLeft-05-02-07.adm FLOOR-PRO Ex 1[ 180.40 PUNCHING SHEAR STRESS CHECK RESULTS P COLUMN a SECTION %X Load Combination:Strength(Dead Load Only) WA r,X Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Interior rr -102.776 8.382 0.091 0.004 0.095 0.214 0.44 Column 1 Interior ss -102.776 4.160 0.091 0.002 0.093 0.214 0.43 Column 2 Interior rr -181.487 53.275 0.123 0.015 0.138 0.214 0.65 Column 2 Interior ss -181.487 -33.511 0.123 0.009 0.133 0.214 0.62 Column 3 Interior rr -164.251 11.370 0.112 0.003 0.115 0.214 0.54 Column 3 Interior ss -164.251 50.091 0.112 0.014 0.125 0.214 0.59 Column 4 Interior rr -142.118 -0.855 0.109 0.000 0.109 0.214 0.51 Column 4 Interior ss -142.118 -11.336 0.109 0.004 0.113 0.214 0.53 Column 5 Interior rr -125.017 -44.571 0.096 0.016 0.112 0.214 0.52 Column 5 Interior ss -125.017 14.662 0.096 0.005 0.101 0.214 0.47 Column 6 End rr -47.493 8.261 0.085 0.032 0.117 0.212 0.55 Column 6 Edge ss -47.493 -18.957 0.085 0.016 0.102 0.212 0.48 Column 7 Interior rr -124.877 -27.327 0.141 0.014 0.155 0.214 0.72 Column 7 Interior ss -124.877 -57.527 0.141 0.030 0.170 0.214 0.80 Column 8 Interior rr -102.873 -0.999 0.156 0.001 0.157 0.214 0.73 Column 8 Interior ss -102.873 17.787 0.156 0.016 0.172 0.214 0.81 Column 9 Interior rr -95.591 -1.922 0.145 0.002 0.147 0.214 0.69 Column 9 Interior ss -95.591 18.820 0.145 0.017 0.162 0.214 0.76 Column 13 Interior rr -122.441 23.486 0.138 0.012 0.150 0.214 0.70 Column 13 Interior ss -122.441 -21.977 0.138 0.011 0.149 0.214 0.70 Column 14 Interior rr -88.144 2.453 0.134 0.002 0.136 0.214 0.64 Column 14 Interior ss -88.144 12.055 0.134 0.011 0.145 0.214 0.68 Column 15 Interior rr -82.285 -5.360 0.125 0.005 0.130 0.214 0.61 Column 15 Interior ss -82.285 4.766 0.125 0.004 0.129 0.214 0.60 Column 19 Interior rr -56.241 0.136 0.085 0.000 0.085 0.214 0.40 Column 19 Interior ss -56.241 -3.879 0.085 0.004 0.089 0.214 0.42 Column 20 Interior rr -146.603 2.334 0.165 0.001 0.166 0.214 0.78 Column 20 Interior ss -146.603 70.504 0.165 0.036 0.202 0.214 0.94 Column 21 End rr -92.186 66.175 0.154 0.009 0.163 0.212 0.77 Column 21 Edge ss -92.186 -53.784 0.154 0.037 0.191 0.212 0.90 Column 23 Interior rr -49.454 2.719 0.075 0.003 0.078 0.214 0.36 Column 23 Interior ss -49.454 -1.666 0.075 0.002 0.077 0.214 0.36 Column 25 Interior rr -75.248 7.241 0.097 0.005 0.102 0.214 0.48 Column 25 Interior ss -75.248 0.114 0.097 0.000 0.097 0.214 0.46 Column 26 Interior rr -120.622 -62.527 0.156 0.043 0.199 0.214 0.93 Column 26 Interior ss -120.622 33.669 0.156 0.023 0.179 0.214 0.84 Column 27 Interior rr -139.310 -86.132 0.180 0.060 0.240 0.214 1.12 Column 27 Interior ss -139.310 -39.246 0.180 0.026 0.207 0.214 0.97 Column 28 Corner rr -54.175 3.587 0.161 0.045 0.206 0.212 0.97 cY email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 1 Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 4 - west Date of execution: May 14, 2007 File Name: 4ThLeft-05-02-07.adm FLOOR-PRO Ex C01 N Column 46 Corner ss -27.081 -8.094 0.081 0.013 0.094 0.212 0.44 Column 28 Corner ss -54.175 -34.699 0.161 0.001 0.162 0.212 0.77 Column 29 Edge rr -35.581 -22.836 0.071 0.023 0.094 0.212 0.44 Column 29 End ss -35.581 -19.118 0.071 0.001 0.072 0.212 0.34 Column 30 Interior rr -81.449 -15.425 0.105 0.011 0.116 0.214 0.54 Column 30 Interior ss -81.449 -30.042 0.105 0.020 0.126 0.214 0.59 Column 31 Interior rr -78.108 -3.417 0.101 0.002 0.103 0.214 0.48 Column 31 Interior ss -78.108 27.850 0.101 0.019 0.120 0.214 0.56 Column 32 Interior rr -71.409 -11.705 0.092 0.008 0.100 0.214 0.47 Column 32 Interior ss -71.409 -0.170 0.092 0.000 0.092 0.214 0.43 Column 34 End rr -59.076 36.801 0.118 0.007 0.125 0.212 0.59 Column 34 Edge ss -59.076 -22.330 0.118 0.022 0.140 0.212 0.66 Column 35 Interior rr -64.186 2.978 0.083 0.002 0.085 0.214 0.40 Column 35 Interior ss -64.186 -26.763 0.083 0.019 0.102 0.214 0.48 Column 37 Corner rr -19.329 1.105 0.058 0.015 0.073 0.212 0.34 Column 37 Corner ss -19.329 12.014 0.058 0.000 0.058 0.212 0.27 Column 38 Edge rr -54.098 41.250 0.097 0.036 0.133 0.212 0.63 Column 38 End ss -54.098 35.297 0.097 0.009 0.106 0.212 0.50 Column 39 Interior rr -124.270 71.701 0.161 0.050 0.210 0.214 0.98 Column 39 Interior ss -124.270 -41.309 0.161 0.028 0.188 0.214 0.88 Column 40 Interior rr -84.747 35.396 0.110 0.025 0.134 0.214 0.63 Column 40 Interior ss -84.747 -5.594 0.110 0.004 0.113 0.214 0.53 Column 41 Interior rr -74.585 6.767 0.096 0.005 0.101 0.214 0.47 Column 41 Interior ss -74.585 1.591 0.096 0.001 0.098 0.214 0.46 Column 42 Corner rr -10.935 16.009 0.033 0.013 0.045 0.212 0.21 Column 42 Corner ss -10.935 -3.082 0.033 0.006 0.038 0.212 0.18 Column 43 Interior rr -100.126 19.522 0.130 0.014 0.143 0.214 0.67 Column 43 Interior ss -100.126 14.514 0.130 0.010 0.139 0.214 0.65 Column 44 Interior rr -56.306 7.218 0.073 0.005 0.078 0.214 0.36 Column 44 Interior ss -56.306 18.576 0.073 0.012 0.085 0.214 0.40 Column 45 Corner rr -36.233 -40.315 0.108 0.024 0.132 0.212 0.62 Column 45 Corner ss -36.233 33.364 0.108 0.016 0.124 0.212 0.58 Column 46 Corner rr -27.081 -25.733 0.081 0.012 0.093 0.212 0.44 Column 47 Corner rr -31.892 -23.263 0.095 0.005 0.100 0.212 0.47 Column 47 Comer ss -31.892 5.910 0.095 0.021 0.116 0.212 0.55 Column 48 Corner rr -36.664 -12.637 0.109 0.014 0.123 0.212 0.58 Column 48 Corner ss -36.664 -9.864 0.109 0.019 0.129 0.212 0.61 Column 49 Corner rr -25.653 -1.966 0.076 0.019 0.096 0.212 0.45 Column 49 Corner ss -25.653 18.086 0.076 0.003 0.079 0.212 0.37 Column 50 Corner rr -33.553 7.432 0.100 0.039 0.139 0.212 0.65 Column 50 Corner ss -33.553 15.852 0.100 0.055 0.155 0.212 0.73 Column 51 End rr -70.399 -30.393 0.141 0.006 0.146 0.212 0.69 Column 51 Edge ss -70.399 13.893 0.141 0.014 0.154 0.212 0.73 Column 52 Corner rr -55.971 -61.420 0.104 0.017 0.121 0.212 0.57 Column 52 Corner ss -55.971 -39.938 0.104 0.001 0.105 0.212 0.50 Column 53 End rr -39.369 -0.544 0.079 0.020 0.099 0.212 0.47 Column 53 Edge ss -39.369 -15.303 0.079 0.015 0.094 0.212 0.44 Column 54 End rr -64.440 -16.251 0.137 0.017 0.154 0.212 0.73 Column 54 Edge ss -64.440 46.228 0.137 0.051 0.188 0.212 0.88 Column 101 Interior rr -115.408 7.371 0.139 0.004 0.143 0.214 0.67 Column 101 Interior ss -115.408 -40.274 0.139 0.024 0.163 0.214 0.76 Load Combination: Strenoth(Dead and Live) Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Interior rr -163.082 18.201 0.144 0.008 0.152 0.212 0.72 Column 1 Interior ss -163.082 12.136 0.144 0.006 0.150 0.212 0.71 Column 2 Interior rr -315.071 115.236 0.214 0.032 0.246 0.212 1.16 Column 2 Interior ss -315.071 -58.969 0.214 0.016 0.230 0.212 1.09 Column 3 Interior rr -285.014 33.300 0.194 0.009 0.203 0.212 0.96 Column 3 Interior ss -285.014 69.354 0.194 0.019 0.213 0.212 1.00 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 2 Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 4 - west Date of execution: May 14, 2007 File Name: 4ThLeft-05-02-07.adm FLOOR-PRO Ex Column 4 Interior rr -237.692 14.318 0.183 0.005 0.188 0.212 0.89 Column 4 Interior ss -237.692 -31.957 0.183 0.011 0.194 0.212 0.91 Column 5 Interior rr -210.568 -43.576 0.162 0.016 0.177 0.212 0.84 Column 5 Interior ss -210.568 30.918 0.162 0.011 0.173 0.212 0.81 Column 6 End rr -83.580 20.640 0.150 0.062 0.212 0.212 1.00 Column 6 Edge ss -83.580 -32.794 0.150 0.028 0.178 0.212 0.84 Column 7 Interior rr -172.108 -80.534 0.194 0.041 0.235 0.212 1.11 Column 7 Interior ss -172.108 -88.079 0.194 0.045 0.239 0.212 1.13 Column 8 Interior rr -168.715 -1.168 0.256 0.001 0.257 0.212 1.21 Column 8 Interior ss -168.715 43.515 0.256 0.040 0.296 0.212 1.40 Column 9 Interior rr -123.753 -8.999 0.188 0.008 0.196 0.212 0.92 Column 9 Interior ss -123.753 25.708 0.188 0.024 0.211 0.212 1.00 Column 13 Interior rr -144.288 34.579 0.163 0.018 0.180 0.212 0.85 Column 13 Interior ss -144.288 -16.065 0.163 0.008 0.171 0.212 0.81 Column 14 Interior rr -100.946 2.885 0.153 0.003 0.156 0.212 0.73 Column 14 Interior ss -100.946 11.493 0.153 0.011 0.164 0.212 0.77 Column 15 Interior rr -95.612 -6.563 0.145 0.006 0.151 0.212 0.71 Column 15 Interior ss -95.612 4.098 0.145 0.004 0.149 0.212 0.70 Column 19 Interior rr -64.563 -1.073 0.098 0.001 0.099 0.212 0.47 Column 19 Interior ss -64.563 -9.478 0.098 0.009 0.107 0.212 0.50 Column 20 Interior rr -177.604 4.403 0.200 0.002 0.202 0.212 0.95 Column 20 Interior ss -177.604 105.265 0.200 0.054 0.254 0.212 1.20 Column 21 End rr -114.318 90.004 0.190 0.017 0.208 0.212 0.98 Column 21 Edge ss -114.318 -75.814 0.190 0.052 0.243 0.212 1.14 Column 23 Interior rr -58.552 3.332 0.089 0.003 0.092 0.212 0.43 Column 23 Interior ss -58.552 -9.134 0.089 0.008 0.097 0.212 0.46 Column 25 Interior rr -85.841 11.168 0.111 0.008 0.119 0.212 0.56 Column 25 Interior ss -85.841 -6.767 0.111 0.005 0.116 0.212 0.55 Column 26 Interior rr -162.902 -56.255 0.211 0.039 0.250 0.212 1.18 Column 26 Interior ss -162.902 63.027 0.211 0.042 0.253 0.212 1.19 Column 27 Interior rr -172.099 -99.998 0223 0.069 0.292 0.212 1.38 Column 27 Interior ss -172.099 -63.313 0.223 0.043 0.265 0.212 1.25 Column 28 Corner rr -61.115 5.137 0.182 0.049 0.231 0.212 1.09 Column 28 Corner ss -61.115 -39.940 0.182 0.002 0.184 0.212 0.87 Column 29 Edge rr -40.304 -29.625 0.081 0.029 0.110 0.212 0.52 Column 29 End ss -40.304 -20.783 0.081 0.000 0.081 0.212 0.38 Column 30 Interior rr -101.448 -21.773 0.131 0.015 0.146 0.212 0.69 Column 30 Interior ss -101.448 -50.385 0.131 0.034 0.165 0.212 08 Column 31 Interior rr -110.382 -25.144 0.143 0.017 0.160 0.212 0.76 Column 31 Interior ss -110.382 51.226 0.143 0.034 0.177 0.212 0.84 Column 32 Interior rr -80.869 -18.707 0.105 0.013 0.118 0.212 0.55 Column 32 Interior ss -80.869 -5.309 0.105 0.004 0.108 0.212 0.51 Column 34 End rr -69.048 46.366 0.138 0.012 0.149 0.212 0.70 Column 34 Edge ss -69.048 -19.870 0.138 0.020 0.158 0.212 0.74 Column 35 Interior rr -75.336 2.624 0.097 0.002 0.099 0.212 0.47 Column 35 Interior ss -75.336 -39.483 0.097 0.027 0.125 0.212 0.59 Column 37 Corner rr -24.853 -3.252 0.074 0.026 0.100 0.212 0.47 Column 37 Corner ss -24.853 24.393 0.074 0.013 0.087 0.212 0.41 Column 38 Edge rr -61.571 47.723 0.110 0.041 0.152 0.212 0.72 Column 38 End ss -61.571 45.862 0.110 0.016 0.126 0.212 0.60 Column 39 Interior rr -142.240 81.176 0.184 0.056 0.240 0.212 1.13 Column 39 Interior ss -142.240 -47.659 0.184 0.032 0.216 0.212 1.02 Column 40 Interior rr -96.997 39.212 0.125 0.027 0.153 0.212 0.72 Column 40 Interior ss -96.997 -4.993 0.125 0.003 0.129 0.212 0.61 Column 41 Interior rr -85.943 5.372 0.111 0.004 0.115 0.212 0.54 Column 41 Interior ss -85.943 -2.951 0.111 0.002 0.113 0.212 0.53 Column 42 Corner rr -12.056 19.375 0.036 0.016 0.052 0.212 0.25 Column 42 Corner ss -12.056 -3.295 0.036 0.006 0.042 0.212 0.20 Column 43 Interior rr -114.284 21.642 0.148 0.015 0.163 0.212 0.77 Column 43 Interior ss -114.284 16.678 0.148 0.011 0.159 0.212 0.75 Column 44 Interior rr -64.482 8.987 0.083 0.006 0.090 0.212 0.42 Column 44 Interior ss -64.482 20.929 0.083 0.014 0.097 0.212 0.46 email: Support@Adaptsoft.com website: hftp://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 4 - west Date of execution: May 14, 2007 File Name: 4ThLeft-05-02-07.adm FLOOR-PRO Ex Column 45 Corner rr -41.149 -48.912 0.123 0.032 0.154 0.212 0.73 Column 45 Corner ss -41.149 41.126 0.123 0.023 0.145 0.212 0.69 Column 46 Corner rr -31.763 -28.855 0.095 0.012 0.107 0.212 0.50 Column 46 Corner ss -31.763 -11.224 0.095 0.013 0.107 0.212 0.51 Column 47 Corner rr -37.712 -27.074 0.112 0.005 0.117 0.212 0.55 Column 47 Corner ss -37.712 8.149 0.112 0.023 0.135 0.212 0.64 Column 48 Corner rr -43.089 -15.811 0.128 0.015 0.144 0.212 0.68 Column 48 Corner ss -43.089 -14.038 0.128 0.019 0.148 0.212 0.70 Column 49 Corner rr -30.352 -3.712 0.090 0.021 0.111 0.212 0.52 Column 49 Corner ss -30.352 24.244 0.090 0.008 0.098 0.212 0.46 Column 50 Corner rr -39.481 5.074 0.118 0.041 0.158 0.212 0.75 Column 50 Corner ss -39.481 16.265 0.118 0.061 0.178 0.212 0.84 Column 51 End rr -82.474 -36.388 0.165 0.006 0.171 0.212 0.80 Column 51 Edge ss -82.474 24.730 0.165 0.024 0.189 0.212 0.89 Column 52 Corner rr -88.595 -123.239 0.165 0.049 0.213 0.212 1.01 Column 52 Corner ss -88.595 -80.291 0.165 0.012 0.176 0.212 0.83 Column 53 End rr -56.848 -11.403 0.114 0.018 0.132 0.212 0.62 Column 53 Edge ss -56.848 -23.961 0.114 0.024 0.137 0.212 0.65 Column 54 End rr -113.675 -46.096 0.241 0.011 0.252 0.212 1.19 Column 54 Edge ss -113.675 71.924 0.241 0.079 0.320 0.212 1.51 Column 101 Interior rr -209.772 -3.098 0.253 0.002 0.255 0.212 1.20 Column 101 Interior ss -209.772 -83.418 0.253 0.049 0.302 0.212 1.42 Legend: CONDITION..... (a) =Program does not check for this column. No result! 0 AOL email: Support@Adaptsoft.com website: hftp://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 4 A r 41, C ems.. i•` S S ~ dr " Y~ 1 ~ ~ . is a Yfi ~ 3 . 'a.~•~' 7-1 T ` ~IN s li, 5/14/07 7:19:13 `ry Z-Translation - Lona-Term unit : in 0.89 0.82 0.74 0.66 0.58 0.50 0.42 4", 0.35 0.27 0.19 0.11 0.03 04 1.12 -0.20 -0.28 Unit: ation ' r ti o u - L = = v m J a ti T !I I r - 7 J TJ + r N J I E r. E~. Structural Plan 307 8:322::06 FOUR SEASONS Hotels and Resorts 8: .adml Level 4 - East s w - - E 0 j- G w b 4 N U ~ ~ OM 0 a o Q+ D4 -I t7 q co r C I N Q r C M ~ N C ~ bq 'O v C J 0 co ~ ~ L p M 4\ -I M 0 k Q [n n O 0o Q C) N + low co II v m Q U) j i j U > V - co a.) ~ - ._o 3-I O Q `D O N LO V] m O cn - Q- J 0 0 a UO k id S o( a) ' ' - - - - - y i V1 c'7 C s. 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CA 4 y- SR 5 R for[e / a'.. 28 `32 ~~tt ~y - S~ r '06n R 27 Sfc1.00'~ SR s =,OG6 S. _s 0. 7 S4 qP5 C ffl._2L Cn 2' 7K\ 7K EE: C 4 S R _ ] 14 HHI / SCe sror C34 SR_s-K ~\54 26 33 e>r 7 S~ 065\, _ S'R 4 SR 084 G.2< SR 0 OI( \ _ K C rr 2 R. '-e ✓ ~OK LL` B7. R / B5 \S-5 1,15 B4 - Y Ci ~2oem or1ce8 B43 6 W C3) Structural Plan 05/14/07 17: Punching Shear Design 17:155:54 :54 FOUR SEASONS Hotels and Resorts 4ThRight-04.09-07.adm Level 4 - East Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 4 - East Date of execution: May 14, 2007 File Name: 4ThRight-04-09-07.adm FLOOR-PRO Ex Lot NOW 180.40 PUNCHING SHEAR STRESS CHECK RESULTS A s t COLUMN CJ a SECTION / Y %X Load Combination:Strength(Dead Load Only) r,X Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -18.608 4.533 0.055 0.010 0.065 0.212 0.31 Column 1 Corner ss -18.608 15.294 0.055 0.005 0.061 0.212 0.29 Column 6 Edge rr -77.667 17.125 0.139 0.015 0.154 0.212 0.73 Column 6 End ss -77.667 -39.436 0.139 0.002 0.141 0.212 0.66 Column 7 Interior rr -93.658 5.579 0.121 0.004 0.125 0.214 0.58 Column 7 Interior ss -93.658 61.608 0.121 0.043 0.164 0.214 0.77 Column 8 End rr -87.755 36.475 0.175 0.009 0.184 0.212 0.87 Column 8 Edge ss -87.755 15.478 0.175 0.015 0.191 0.212 0.90 Column 9 Edge rr -63.693 -0.566 0.114 0.000 0.115 0.212 0.54 Column 9 End ss -63.693 -11.232 0.114 0.020 0.134 0.212 0.63 Column 10 Interior rr -108.030 9.338 0.140 0.006 0.146 0.214 0.68 Column 10 Interior ss -108.030 -55.364 0.140 0.038 0.178 0.214 0.83 Column 12 Interior rr -144.730 2.749 0.187 0.002 0.189 0.214 0.88 Column 12 Interior ss -144.730 -26.481 0.187 0.018 0.206 0.214 0.96 Column 13 Edge rr -98.993 -12.794 0.178 0.011 0.189 0.212 0.89 Column 13 End ss -98.993 51.382 0.178 0.003 0.181 0.212 0.85 Column 14 Edge rr -70.833 -36.579 0.127 0.032 0.159 0.212 0.75 Column 14 End ss -70.833 36.052 0.127 0.002 0.129 0.212 0.61 Column 15 Interior rr -149.580 -32.161 0.193 0.022 0.215 0.214 1.01 Column 15 Interior ss -149.580 31.296 0.193 0.022 0.215 0.214 1.01 Column 16 Interior rr -100.600 -61.928 0.130 0.042 0.172 0.214 0.80 Column 16 Interior ss -100.600 -13.319 0.130 0.009 0.139 0.214 0.65 Column 17 Edge rr -41.453 -2.383 0.074 0.002 0.076 0.212 0.36 Column 17 End ss -41.453 39.375 0.074 0.019 0.094 0.212 0.44 Column 19 Interior rr -143.346 46.220 0.185 0.031 0.216 0.214 1.01 Column 19 Interior ss -143.346 -18.019 0.185 0.012 0.198 0.214 0.93 Column 20 Edge rr -82.103 37.111 0.147 0.032 0.180 0.212 0.85 Column 20 End ss -82.103 36.859 0.147 0.003 0.150 0.212 0.71 Column 21 Edge rr -76.339 -32.244 0.137 0.028 0.165 0.212 0.78 Column 21 End ss -76.339 -55.545 0.137 0.018 0.155 0.212 0.73 Column 22 Interior rr -132.926 -73.094 0.172 0.049 0.221 0.214 1.03 Column 22 Interior ss -132.926 -19.217 0.172 0.013 0.185 0.214 0.87 Column 23 Interior rr -143.173 -75.157 0.185 0.050 0.236 0.214 1.10 Column 23 Interior ss -143.173 28.410 0.185 0.020 0.205 0.214 0.96 Column 24 Edge rr -70.653 -56.550 0.127 0.049 0.176 0.212 0.83 Column 24 End ss -70.653 42.630 0.127 0.008 0.135 0.212 0.64 Column 25 Corner rr -21.901 7.141 0.065 0.009 0.074 0.212 0.35 Column 25 Corner ss 21.901 6.079 0.065 0.011 0.077 0.212 0.36 Column 26 Interior rr -141.340 42.059 0.183 0.028 0.211 0.214 0.99 cY email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 1 Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 4 - East Date of execution: May 14, 2007 File Name: 4ThRight-04-09-07.adm FLOOR-PRO Ex Column 26 Interior ss -141.340 76.935 0.183 0.053 0.236 0.214 1.11 Column 27 Corner rr -45.895 18.148 0.137 0.064 0.201 0.212 0.95 Column 27 Corner ss -45.895 47.391 0.137 0.028 0.164 0.212 0.78 Column 28 Interior rr -80.871 -1.419 0.105 0.001 0.106 0.214 0.49 Column 28 Interior ss -80.871 29.159 0005 0.020 0.125 0.214 0.58 Column 29 Interior rr -56.180 1.957 0.073 0.001 0.074 0.214 0.35 Column 29 Interior ss -56.180 36.836 0.073 0.026 0.098 0.214 0.46 Column 30 Interior rr -70.112 31.253 0.091 0.021 0.112 0.214 0.52 Column 30 Interior ss -70.112 -61.696 0.091 0.043 0.133 0.214 0.62 Column 31 Corner rr -65.579 62.977 0.195 0.030 0.225 0.212 1.06 Column 31 Corner ss -65.579 40.918 0.195 0.000 0.195 0.212 0.92 Column 32 Corner rr -15.876 5.479 0.047 0.006 0.053 0.212 0.25 Column 32 Corner ss -15.876 -5.044 0.047 0.007 0.055 0.212 0.26 Column 33 Corner rr -11.771 -9.398 0.035 0.023 0.058 0.212 0.27 Column 33 Corner ss -11.771 -2.409 0.035 0.007 0.042 0.212 0.20 Column 34 Edge rr -75.332 37.319 0.135 0.032 0.168 0.212 0.79 Column 34 End ss -75.332 -16.146 0.135 0.021 0.156 0.212 0.74 Column 36 Corner rr -63.839 -44.753 0.190 0.007 0.197 0.212 0.93 Column 36 Corner ss -63.839 1.578 0.190 0.057 0.247 0.212 1.17 Column 37 Corner rr -42.282 42.633 0.126 0.022 0.148 0.212 0.70 Column 37 Corner ss -42.282 13.754 0.126 0.019 0.145 0.212 0.68 Load Combination:Strength(Dead and Live) Mj Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -34.695 11.178 0.103 0.014 0.118 0.212 0.55 Column 1 Corner ss -34.695 38.197 0.103 0.025 0.128 0.212 0.60 Column 6 Ede rr -114.732 -13.763 0.206 0.012 0.218 0.212 1.03 Column 6 End ss -114.732 -71.892 0.206 0.016 0.222 0.212 1.05 Column 7 Interior rr -129.009 -23.615 0.167 0.016 0.183 0.212 0.86 Column 7 Interior ss -129.009 95.816 0.167 0.066 0.233 0.212 1.10 Column 8 End rr -126.411 32.371 0.253 0.033 0.286 0.212 1.35 Column 8 Edge ss -126.411 56.539 0.253 0.056 0.308 0.212 1.45 Column 9 Ede rr -76.912 4.446 0.138 0.004 0.142 0.212 0.67 Column 9 End ss -76.912 -12.013 0.138 0.026 0.164 0.212 0.77 Column 10 Interior rr -122.753 16.569 0.159 0.011 0.170 0.212 0.80 Column 10 Interior ss -122.753 -59.279 0.159 0.041 0.200 0.212 0.94 Column 12 Interior rr -168.309 9.942 0.218 0.007 0.224 0.212 1.06 Column 12 Interior ss -168.309 -27.073 0.218 0.019 0.236 0.212 1.12 Column 13 Edge rr -119.974 -15.079 0.215 0.013 0.228 0.212 1.08 Column 13 End ss -119.974 60.298 0.215 0.002 0.217 0.212 1.02 Column 14 Edge rr -84.596 -47.955 0.152 0.042 0.193 0.212 0.91 Column 14 End ss -84.596 41.576 0.152 0.000 0.152 0.212 0.72 Column 15 Interior rr -181.091 -44.115 0.234 0.030 0.264 0.212 1.24 Column 15 Interior ss -181.091 54.803 0.234 0.038 0.272 0.212 128 Column 16 Interior rr -142.080 -74.914 0.184 0.050 0.234 0.212 1.10 Column 16 Interior ss -142.080 -43.985 0.184 0.030 0.214 0.212 1.01 Column 17 Edge rr -48.073 -2.978 0.086 0.003 0.089 0.212 0.42 Column 17 End ss -48.073 44.277 0.086 0.021 0.107 0.212 0.51 Column 19 Interior rr -165.346 56.145 0.214 0.038 0.252 0.212 1.19 Column 19 Interior ss -165.346 -19.084 0.214 0.013 0.227 0.212 1.07 Column 20 Edge rr -99.613 46.290 0.179 0.040 0.219 0.212 1.03 Column 20 End ss -99.613 40.182 0.179 0.008 0.187 0.212 0.88 Column 21 Edge rr -91.617 -41.488 0.164 0.036 0.200 0.212 0.94 Column 21 End ss -91.617 -57.578 0.164 0.013 0.177 0.212 0.84 Column 22 Interior rr -164.195 -82.754 0.212 0.056 0.268 0.212 1.26 Column 22 Interior ss -164.195 -54.343 0.212 0.038 0.250 0.212 1.18 Column 23 Interior rr -174.050 -88.787 0.225 0.060 0.285 0.212 1.34 Column 23 Interior ss -174.050 56.488 0.225 0.039 0.264 0.212 1.25 Column 24 Edge rr -84.490 -69.739 0.152 0.061 0.212 0.212 1.00 Column 24 End ss -84.490 48.208 0.152 0.007 0.159 0.212 0.75 Column 25 Corner rr -37.741 16.699 0.112 0.009 0.122 0.212 0.57 Column 25 Corner ss -37.741 20.784 0.112 0.004 0.117 0.212 0.55 email: Support@Adaptsoft.com website: hftp://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 2 Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 4 - East Date of execution: May 14, 2007 File Name: 4ThRight-04-09-07.adm FLOOR-PRO Ex Ln 1401 X Column 26 Interior rr -167.704 35.426 0.217 0.024 0.241 0.212 1.14 Column 26 Interior ss -167.704 95.617 0.217 0.066 0.283 0.212 1.34 Column 27 Corner rr -54.800 22.630 0.163 0.078 0.241 0.212 1.14 Column 27 Corner ss -54.800 54.450 0.163 0.030 0.193 0.212 0.91 Column 28 Interior rr -101.956 -6.640 0.132 0.004 0.136 0.212 0.64 Column 28 Interior ss -101.956 11.920 0.132 0.008 0.140 0.212 0.66 Column 29 Interior rr -70.730 2.255 0.091 0.002 0.093 0.212 0.44 Column 29 Interior ss -70.730 33.569 0.091 0.023 0.115 0.212 0.54 Column 30 Interior rr -92.460 27.319 0.120 0.018 0.138 0.212 0.65 Column 30 Interior ss -92.460 -82.887 0.120 0.057 0.177 0.212 0.84 Column 31 Corner rr -79.500 82.363 0.237 0.045 0.281 0.212 1.33 Column 31 Corner ss -79.500 50.275 0.237 0.001 0.238 0.212 1.12 Column 32 Corner rr -17.504 7.347 0.052 0.005 0.057 0.212 0.27 Column 32 Corner ss -17.504 -6.921 0.052 0.006 0.058 0.212 0.27 Column 33 Corner rr -13.825 -7.526 0.041 0.022 0.063 0.212 0.30 Column 33 Corner ss -13.825 -2.574 0.041 0.009 0.050 0.212 0.24 Column 34 Edge rr -89.472 46.575 0.160 0.040 0.201 0.212 0.95 Column 34 End ss -89.472 -17.988 0.160 0.026 0.186 0.212 0.88 Column 36 Corner rr -76.435 -59.840 0.228 0.016 0.244 0.212 1.15 Column 36 Corner ss -76.435 4.053 0.228 0.065 0.293 0.212 1.38 Column 37 Corner rr -50.321 59.939 0.150 0.039 0.189 0.212 0.89 Column 37 Corner ss -50.321 12.311 0.150 0.028 0.178 0.212 0.84 Legend: CONDITION (a)=Program does not check for this column. No result! email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 3 ill ~zl i31 1~~ i51 6~ (61 1'1 y l4 /ie / 16 2 IA 24 / 4. 2d 6 ,-4 144,1 4>-IB 144,19 •12 A IF3 ~ / r~ 16, '4 It• 4 rr2 .l El a 6 J f O F] 24 AE J~ 0 •4:..24 - ' 4 IE 4 241 4 I 0c le 1.09 2 2v 2A 4 2 3 20 '4 ' ' 1 6. 24 16. 2 ~c AII I6 16 _m . .50 6 E I 1v i 16, 4 IE> 24 IE 1 4 P P~ 1E 4 J6 4 p t6 4 ,.50 < 2 4. P14 16, 16 '4 14 16 24 16 24. b I 16 I b. 4 3 4 5 4(15. 24 16 24 .16 5 16 16q4 1644 q16 24 . 50 24 5 .1 PI 16 24 6 5 ~~7L ~~,~tL (C Lin LOAD Structural Plan 05/30/07 21:24:44 FOUR SEASONS Hotels and Resorts 21:24:44 , 51hLeft-04-24-07.adm Level 5 - West lil Izl lil "ZO 51 fil :1 ;il L i ~ Y 2 2 IE 24 lE - 4 24 144- 1 - 4 18 144 14 m 16 P2 . , . 4 x , . v iF3' / / Ic. ^4 IE . 4 i~ 16 2 ~I A.J ' 4 . FS 9 0 E.pp J Sp - i ( 24 c 3 le t , ,4 .24 _ p 1= - -4 y 24J c' !10 In 7 IE Lu0 2. A4 24 - 24 3 2p 4. - 1" _ 16 -4 IE~I 0 IC sn - wu 1' FI 24 IE• 4 IE> -4 IE. 4 11 * 4 FI. IE F4 )6k 4 16 _50 -4 A14 16 .16 24 d 16 _ 24 16 2. I 16 Jb~ 4 e ' .~15. 24 16 2d.. 16 5 16 16> 4 1644 24 16 Kli 4 2d 1 sp F1 2 16 24 6 5 CIL L1V~ L0 MbM ~N'~ i7iS~ GN. Structural Plan 05/30/07 21:24:44 FOUR SEASONS Hotels and Resorts 21:24:44 5thLeft-04-24-07.adm Level 5 - West 111 Icl 131 Ia N~ i51 6~ !nl tJ1 'Y W x/ 4 I 3 SP 16 16 j 2 IFC 24 / 4 .24 - 111 1 1>12 144,14 .12 I~ ~ 2 .1 ~~5 APO AE I- j4 IFS' _ 4 f IE - / o IAC j - - 1-1 -4 - - ~ I - 4i 24i IE 16 I t 1.00 2- 24 24 c'0 2A l' d?. . 6 24 77 1' 24 50 KII 1 3 IE. ' 4 Iti f.l? I~~ 4 IE 2 50 4 16 16 4 1 r. 4 -4 16 d 16 24 16 24 6 Pia s 2 16 9 SJ 4 P1 6. 4 2a 16 x(15. . 24 16 50 16 IE - 4 16.: 4 2,1 16 Ali OF E4 .1 .50 2 16 2a 6 p1_ 1 5. J J U L1v-e LDO) ( ~i- 1ne'R- yx ~ I N 1:24:44 Structural Plan FOUR SEASONS Hotels and Resorts AmI Level 5 - west n ;'1 rl'l I5~ a'al 1~~ ril Y W =~i la Ib 24 IE - 41 24 144, 4=12 144.14 .,-IE .J Ic.. I - 1-.• J 'P~ _ g ~ IE 16 ('4'H JJ I _ 4k 4fc a 2. -1 soo (PE 5 Sn _ - Z4 lc. It. - IPA ❑ 4 - J (A2 24 It [ 40 IE P 1 I OG - o 24 4 Ib.. 24 p IE IE 50 All) e ~ .24 - ~4 I6~ Z4 IE 24 I . 4 21 le -4 16 -4 16. -4 ,50 x 71 L11 'a 16 Z4. 16 _ c'4 16 4. 6 2 I 16 IEa a 3 5 Z4 Ib c4 .lE X1 5V 1 - 16~ '4 IE- `a J 4 1 6 4x P1 50 F , -q I< .SG 1j 16 24 6 PI 5 A~ qR~D Ln Structural Plan 530/07 1/2444 FOUR SEASONS Hotels and Resorts .adm i Level 5 - west n rl 6E) C w X 1< ~ = PPPr-t Line 21 50_ az SUGGO' F3 L- 16 s o0 t L SUCG~r 20 0 ~Uppor L'ne 9 c LO 5 LJ sso ~~PPOr ln° Ir 2.00 as I „ppor Line Ib I.00 `_uppor Line i_ 'UFPOrt L~e 50 _ FIl 41 'UPPCr Lme 12 ' 0 0 VCCC~ t Line P14 :vppor L.,P 10 Z pl Is. ..50 y qq~~ A+~ SUGGOrt e 6 16. 50 ;~ppPrt - '..s RJ v Structural Plan 05/3107 1421/118 FOUR SEASONS Hotels and Resorts .adml Level 5 - west 1 ^.1 1 4 M~ 191 5-4) 1 6~ 4 A a Y ll X/ 14 _~f1 f1 4 7 F I y t.C•0 I . 9 c 0] _ I J I Ot~ ' I[ 1 3 Ii 9 5 p SG I L O 50 Structural Plan 05/31/07 14:21::32 32 FOUR SEASONS Hotels and Resorts 14:2 .adml Level 5 - west I ~ L J i J L' L ~f U 01 b O N U X O O CIS to Y y VI Yr O• k > O O C~N+a ~ll O N O a a~ + C ~ O O ~ C N Q k U O N ~ s. bJ) N C4 k O O a 2 q P, u ro o w " o C14" J E E co ~4 v ro w El a Q i L t3 C._ ti7 V v.1 S t.S i S. S S_ J S L O O O O O O O O O (n O O O O O O O O N ~ ~ N M li' o O i I i i [isd] ssailg 0 r+ J a uA N YP ~1J Cy._ V r 3 E ~ z N q r o N a 4 ro 0 ID N -H o 14 ° a P4 Q C (0 U a -o 0 LO c n c~ x 0 U) 1.1 + to yN N N v~ U o° > 0 cu s ~ bA~+a rA "J w N oa > - F + ~ co ~ O C Q N E Q O O x co U O ~bq N N C O Q. O r ~ Q- 0 In O L N L r i [isd] ssai}s I O J C ~.S ~z V s n' E 7C z \n, c N a v ~ u N ri C rl i O O -rl Wi ° v a w U £ Co m i O I- Q x U) r r, U U) O O C Q _v O ca ~ / Q) + O - O U . Q - U > N ~ U LO N ~ n C " Q ° oo ry. Q M a o~ a k co s cc Ll -0 0 0 C ~ aj CL M ca k Q V O O C/) N (1, + ~ U N C y V] (a Q k (n O O C LI L L4- - - 1-1- - - - M _ a- O O O O O U) LO LO O LO N N L [isd] ssaalg J 0 1 r NL J OOd N I I E Ul E m E -~A C o o N a N b AJ U Ul _...1 al r o 0 a J o F 134 , M z CL Hi O p -Y U a) a ~ ~ II U 0 X O . u O ~ + rJ bD U ~ C4f)y V7 L O C~ Ol 0 ~n aI \ + n C O H l N Oa i-I Ll X y n r _ Cl) O V1 ~ b v O cz 0 „ O Q N ~ o m X U O O y bA N cn 0- X O O O O O O UJ LO LO O N N LO [isd] ssaalg Fctcl®G 2- ,R sR-s = Lr P.-nf erce Colunn _ 0.]a 4 ~F r- = I.65r E,See~s _ sR r = Lt_~ E.C"'C ~ c~Ne 0 65 usl `.P r = la- - - _F_s - 15 __lunn 4_ E-cse NS C-de Ci-~tnn 4. _R_r ° ❑ 41 5,00 'P. ' I.el Fe r. 0.52 +F_s,FnEmS LooN 8 ik_r = 0.72 ~F-s = 125 F, ce -R-r = 0.60 ,A _,lunn 32 0.60 0 -P _s 065 =F_r - 1.20 ZR_s = 0.7 0 :F_c 1.15 Fe'mfarre Colunn 26 Patch L ootl 13 Q sPr _ - 0.52 -F._r 0.63 ;R s = ]]2 172 _ SF s -o 6 ;P r = 0.26 II A R s = 0.26 iP._r = r.52 SR s - = 0.61 Y. ,F r a I,] - ;R s = Loe Fenvor`e c.,.,, ID e d20 ~R-s - CIM Y~ 1 71 051 os Lus r 4 oe 5oe l~ es? _ = od G O 066 Ic° -sp,42 ❑ = 1.24 P=.n _ eoi~~k Iao = I.'.9 'Prof ce ~Pe for~en ~r ,n Colun 34 Co n 35 Fatcl IL06 N 16 .P_r =OAF ~I IRwtmin IL aml ® sR s = oe 1 n CF.-s "1 ~ f. Fol r_ Colunn c5 Fa tc :.66 G I? ;P r Q 0.6' .F_r 0.63 SF s = .t. - r ~F s 052 oe , 1 04 _ SP_s = 0.51 ~Y. CR_s = 0.-6 Pu ic iEb d 29 - Q G72 P . S CP._s = 0.c2 OK 8 0 'P-s oA a @ 9 _s = 0.22 OF nn 4 O Rr SR_5 = 0.7' 0.43 ~Fr 0.48 ]R_s 0_74 = pK K O 0.]4 0.]8 Fat ;Eb sR r = 4~ 'R_s 0. , CF. r JJ11 P 5 4 Ok _ = CP._s Ol: 1 Lb 0.- K5 - Dr, = FunChnp shear pa coeds ollcwa ble vnlup 20:57:44 Punching Shear Design 05/30/07 FOUR SEASONS Hotels and Resorts 51hW- 42Q7-wih A[op.adm Level 5 - West Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex 180.40 PUNCHING SHEAR STRESS CHECK RESULTS P ~ t COLUMN Y SECTION X Load Combination:Strength(Dead Load Only) r,X Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -39.641 -46.006 0.118 0.029 0.147 0.212 0.69 Column 1 Corner ss -39.641 28.887 0.118 0.006 0.124 0.212 0.59 Column 2 End rr -71.589 -35.495 0.143 0.001 0.144 0.212 0.68 Column 2 Edge ss -71.589 15.316 0.143 0.015 0.158 0.212 0.75 Column 3 Corner rr -33.256 7.182 0.099 0.038 0.137 0.212 0.65 Column 3 Corner ss -33.256 7.229 0.099 0.042 0.141 0.212 0.66 Column 4 Corner rr -25.493 -0.119 0.076 0.022 0.098 0.212 0.46 Column 4 Corner ss -25.493 17.590 0.076 0.002 0.078 0.212 0.37 Column 5 Corner rr -38.517 -14.910 0.115 0.013 0.127 0.212 0.60 Column 5 Corner ss -38.517 -7.537 0.115 0.025 0.139 0.212 0.66 Column 6 Corner rr -27.661 -14.400 0.082 0.004 0.086 0.212 0.41 Column 6 Corner ss -27.661 1.584 0.082 0.023 0.106 0.212 0.50 Column 7 Corner rr -31.898 -27.077 0.095 0.010 0.105 0.212 0.49 Column 7 Corner ss -31.898 -44.996 0.095 0.037 0.132 0.212 0.62 Column 8 Interior rr -58.428 4.892 0.076 0.003 0.079 0.214 0.37 Column 8 Interior ss -58.428 19.041 0.076 0.013 0.088 0.214 0.41 Column 9 Interior rr -99.344 21.834 0.129 0.015 0.144 0.214 0.67 Column 9 Interior ss -99.344 12.667 0.129 0.009 0.137 0.214 0.64 Column 10 Interior rr -127.380 74.936 0.165 0.052 0.217 0.214 1.01 Column 10 Interior ss -127.380 -52.664 0.165 0.035 0.200 0.214 0.94 Column 11 Edge rr -57.300 50.718 0.103 0.044 0.147 0.212 0.69 Column 11 End ss -57.300 30.128 0.103 0.002 0.105 0.212 0.50 Column 12 Interior rr -74.893 3.175 0.097 0.002 0.099 0.214 0.46 Column 12 Interior ss -74.893 -7.988 0.097 0.006 0.102 0.214 0.48 Column 13 Corner rr -10.959 15.897 0.033 0.012 0.045 0.212 0.21 Column 13 Corner ss -10.959 -1.033 0.033 0.009 0.041 0.212 0.19 Column 14 Interior rr -88.427 27.356 0.114 0.019 0.133 0.214 0.62 Column 14 Interior ss -88.427 -2.628 0.114 0.002 0.116 0.214 0.54 Column 15 Edge rr -18.202 -2.839 0.033 0.002 0.035 0.212 0.17 Column 15 End ss -18.202 3.253 0.033 0.006 0.038 0.212 0.18 Column 17 Interior rr -65.818 -6.139 0.085 0.004 0.089 0.214 0.42 Column 17 Interior ss -65.818 0.185 0.085 0.000 0.085 0.214 0.40 Column 18 End rr -53.813 47.214 0.108 0.020 0.128 0.212 0.60 Column 18 Edge ss -53.813 8.799 0.108 0.009 0.116 0.212 0.55 Column 19 Edge rr -39.067 -33.540 0.078 0.033 0.111 0.212 0.52 Column 19 End ss -39.067 -5.786 0.078 0.015 0.093 0.212 0.44 Column 20 Interior rr -82.058 -20.361 0.106 0.014 0.120 0.214 0.56 Column 20 Interior ss -82.058 -8.840 0.106 0.006 0.112 0.214 0.52 Column 21 Interior rr -79.234 -7.183 0.102 0.005 0.107 0.214 0.50 Cz v email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 1 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex Column 21 Interior ss -79.234 26.444 0.102 0.018 0.120 0.214 0.56 Column 22 Interior rr -67.825 -11.893 0.088 0.008 0.096 0.214 0.45 Column 22 Interior ss -67.825 -2.230 0.088 0.001 0.089 0.214 0.42 Column 23 Edge rr -23.144 -7.545 0.046 0.007 0.054 0.212 0.25 Column 23 End ss -23.144 -3.129 0.046 0.015 0.062 0.212 0.29 Column 24 Corner rr -58.714 -18.361 0.175 0.082 0.257 0.212 1.21 Column 24 Corner ss -58.714 -34.650 0.175 0.003 0.178 0.212 0.84 Column 25 Interior rr -138.735 -70.897 0.179 0.049 0.229 0.214 1.07 Column 25 Interior ss -138.735 -17.736 0.179 0.012 0.191 0.214 0.90 Column 26 Interior rr -130.176 -68.990 0.168 0.048 0.216 0.214 1.01 Column 26 Interior ss 24.636 0.168 0.017 0.185 0.214 0.87 Column 27 Interior rr 7 11.797 0.086 0.008 0.095 0.214 0.44 Column 27 Interior ss -2.005 0.086 0.001 0.088 0.214 0.41 Column 28 Edge rr 2 P -18.810 0.078 0.019 0.097 0.212 0.46 Column 28 End ss 0.915 0.078 0.020 0.098 0.212 0.46 Column 29 Interior rr -7.485 0.077 0.003 0.081 0.214 0.38 Column 29 Interior ss 876 0 8 -3.331 0.077 0.002 0.079 0.214 0.37 Column 30 Interior rr -87.404 0.552 0.077 0.000 0.077 0.214 0.36 Column 30 Interior ss -87.404 -1.896 0.077 0.001 0.078 0.214 0.37 Column 31 Edge rr -68.837 71.284 0.069 0.027 0.097 0.212 0.46 Column 31 End ss -68.837 2.627 0.069 0.018 0.088 0.212 0.41 Column 32 Interior rr -249.067 39.830 0.169 0.011 0.180 0.214 0.84 Column 32 Interior ss -249.067 78.351 0.169 0.022 0.191 0.214 0.89 Column 33 End rr -91.687 74.589 0.153 0.016 0.168 0.212 0.79 Column 33 Ede ss -91.687 -74.376 0.153 0.051 0.204 0.212 0.96 Column 34 End rr -52.819 -2.752 0.106 0.031 0.136 0.212 0.64 Column 34 Edge ss -52.819 -26.771 0.106 0.026 0.132 0.212 0.62 Column 35 End rr -115.543 -83.698 0.144 0.011 0.156 0.212 0.73 Column 35 Edge ss -115.543 45.709 0.144 0.025 0.170 0.212 0.80 Column 36 Interior rr -89.719 -51.069 0.079 0.022 0.100 0.214 0.47 Column 36 Interior ss -89.719 -72.487 0.079 0.030 0.109 0.214 0.51 Column 37 Edge rr -45.776 -22.750 0.046 0.009 0.055 0.212 0.26 Column 37 End ss -45.776 -6.043 0.046 0.016 0.062 0.212 0.29 Column 38 Interior rr -140.864 -0.276 0.124 0.000 0.125 0.214 0.58 Column 38 Interior ss -140.864 3.051 0.124 0.001 0.126 0.214 0.59 Column 39 End rr -37.694 0.470 0.075 0.020 0.096 0.212 0.45 Column 39 Edge ss -37.694 -32.268 0.075 0.032 0.107 0.212 0.51 Column 40 Edge rr -66.011 -19.949 0.067 0.008 0.074 0.212 0.35 Column 40 End ss 66.011 -6.239 0.067 0.021 0.088 0.212 0.41 Column 41 Interior rr -153.284 0.948 0.135 0.000 0.136 0.214 0.64 Column 41 Interior ss -153.284 6.425 0.135 0.003 0.138 0.214 0.65 Column 42 Interior rr -216.780 29.018 0.147 0.008 0.155 0.214 0.73 Column 42 Interior ss -216.780 -46.398 0.147 0.013 0.160 0.214 0.75 Column 43 Interior rr -106.342 41.334 0.138 0.029 0.166 0.214 0.78 Column 43 Interior ss -106.342 0.446 0.138 0.000 0.138 0.214 0.65 Column 44 Interior rr -64.642 36.750 0.084 0.025 0.109 0.214 0.51 Column 44 Interior ss -64.642 -61.178 0.084 0.041 0.125 0.214 0.58 Column 45 Edge rr -68.652 -4.049 0.069 0.002 0.071 0.212 0.33 Column 45 End ss -68.652 -16.365 0.069 0.026 0.096 0.212 0.45 Column 46 Interior rr -174.826 -1.544 0.154 0.001 0.155 0.214 0.73 Column 46 Interior ss -174.826 15.935 0.154 0.007 0.162 0.214 0.76 Column 47 Interior rr -165.577 -1.785 0.146 0.001 0.147 0.214 0.69 Column 47 Interior ss -165.577 10.715 0.146 0.005 0.151 0.214 0.71 Column 48 Interior rr -209.701 -45.039 0.142 0.012 0.155 0.214 0.73 Column 48 Interior ss 209.701 -102.314 0.142 0.028 0.171 0.214 0.80 Column 49 End rr 91.275 -12.556 0.094 0.021 0.114 0.212 0.54 Column 49 Edge ss 91.275 35.615 0.094 0.016 0.110 0.212 0.52 Column 50 Interior rr -137.134 -22.806 0.077 0.005 0.082 0.214 0.39 Column 50 Interior ss -137.134 13.993 0.077 0.003 0.081 0.214 0.38 Column 51 Interior rr -171.186 -89.311 0.221 0.062 0.283 0.214 1.33 Column 51 Interior ss -171.186 -101.304 0.221 0.068 0.289 0.214 1.35 Column 52 Interior rr -215.752 49.560 0.166 0.018 0.184 0.214 0.86 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex 'a Column 52 Interior ss -215.752 41.006 0.166 0.014 0.180 0.214 0.84 Column 53 Ede rr -70.480 2.184 0.071 0.001 0.072 0.212 0.34 Column 53 End ss -70.480 -14.761 0.071 0.026 0.097 0.212 0.46 Column 54 Interior rr -138.420 -0.080 0.122 0.000 0.122 0.214 0.57 Column 54 Interior ss -138.420 5.885 0.122 0.003 0.125 0.214 0.59 Column 55 Interior rr -340.969 -74.862 0.232 0.021 0.252 0.214 1.18 Column 55 Interior ss -340.969 -58.458 0.232 0.016 0.248 0.214 1.16 Column 56 Interior rr -285.082 -45.223 0.194 0.012 0.206 0.214 0.97 Column 56 Interior ss -285.082 -11.201 0.194 0.003 0.197 0.214 0.92 Column 57 Interior rr -167.488 -16.189 0.129 0.006 0.134 0.214 0.63 Column 57 Interior ss -167.488 -16.488 0.129 0.006 0.134 0.214 0.63 Column 108 Interior rr -314.554 20.921 0.129 0.003 0.132 0.214 0.62 Column 108 Interior ss -314.554 18.425 0.129 0.003 0.132 0.214 0.62 Column 109 Corner rr -18.806 24.134 0.047 0.046 0.093 0.212 0.44 Column 109 Corner ss -18.806 21.234 0.047 0.012 0.059 0.212 0.28 Column 110 End rr -34.126 13.290 0.053 0.027 0.079 0.212 0.37 Column 110 Edge ss -34.126 -32.067 0.053 0.026 0.079 0.212 0.37 Load Combination:Strength(Dead and Live) 0 Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -46.378 -58.543 0.138 0.040 0.178 0.212 0.84 Column 1 Corner ss -46.378 35.137 0.138 0.009 0.147 0.212 0.69 Column 2 End rr -83.661 -41.902 0.167 0.001 0.168 0.212 0.79 Column 2 Edge ss -83.661 27.009 0.167 0.027 0.194 0.212 0.91 Column 3 Corner rr -39.524 4.356 0.118 0.040 0.157 0.212 0.74 Column 3 Corner ss -39.524 6.831 0.118 0.047 0.165 0.212 0.78 Column 4 Corner rr -30.381 -1.668 0.090 0.024 0.114 0.212 0.54 Column 4 Corner ss -30.381 23.779 0.090 0.007 0.098 0.212 0.46 Column 5 Corner rr -45.212 -18.314 0.135 0.014 0.148 0.212 0.70 Column 5 Corner ss -45.212 -11.427 0.135 0.025 0.160 0.212 0.75 Column 6 Corner rr -32.957 -17.153 0.098 0.005 0.103 0.212 0.49 Column 6 Corner ss -32.957 2.597 0.098 0.027 0.125 0.212 0.59 Column 7 Corner rr -37.570 -30.349 0.112 0.009 0.121 0.212 0.57 Column 7 Corner ss -37.570 -57.115 0.112 0.050 0.162 0.212 0.76 Column 8 Interior rr -66.847 6.445 0.086 0.004 0.091 0.212 0.43 Column 8 Interior ss -66.847 21.656 0.086 0.015 0.101 0.212 0.48 Column 9 Interior rr -113.482 24.523 0.147 0.017 0.164 0.212 0.77 Column 9 Interior ss -113.482 14.321 0.147 0.010 0.156 0.212 0.74 Column 10 Interior rr -145.616 84.657 0.188 0.059 0.247 0.212 1.17 Column 10 Interior ss -145.616 -59.076 0.188 0.040 0.228 0.212 1.08 Column 11 Edge rr -66.730 61.305 0.120 0.053 0.173 0.212 0.82 Column 11 End ss -66.730 41.587 0.120 0.009 0.129 0.212 0.61 Column 12 Interior rr -86.156 1.777 0.111 0.001 0.113 0.212 0.53 Column 12 Interior ss -86.156 -12.655 0.111 0.009 0.120 0.212 0.57 Column 13 Corner rr -12.163 19.273 0.036 0.016 0.052 0.212 0.25 Column 13 Corner ss -12.163 -1.280 0.036 0.009 0.046 0.212 0.22 Column 14 Interior rr -100.279 31.863 0.130 0.022 0.152 0.212 0.72 Column 14 Interior ss -100.279 -1.811 0.130 0.001 0.131 0.212 0.62 Column 15 Edge rr -26.541 -8.203 0.048 0.007 0.055 0.212 0.26 Column 15 End ss -26.541 21.192 0.048 0.008 0.056 0.212 0.26 Column 17 Interior rr -77.559 -6.549 0.100 0.004 0.105 0.212 0.49 Column 17 Interior ss -77.559 -10.684 0.100 0.007 0.108 0.212 0.51 Column 18 End rr -63.192 58.205 0.126 0.027 0.153 0.212 0.72 Column 18 Edge ss -63.192 13.423 0.126 0.013 0.140 0.212 0.66 Column 19 Edge rr -46.091 -42.292 0.092 0.042 0.134 0.212 0.63 Column 19 End ss -46.091 -6.173 0.092 0.018 0.110 0.212 0.52 Column 20 Interior rr -99.942 -24.007 0.129 0.017 0.146 0.212 0.69 Column 20 Interior ss 1 -99.942 -23.898 0.129 0.016 0.145 0.212 0.69 Column 21 Interior rr -96.214 -12.895 0.124 0.009 0.133 0.212 0.63 Column 21 Interior ss -96.214 40.778 0.124 0.027 0.152 0.212 0.72 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 3 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex Column 22 Interior rr -100.627 -31.835 0.130 0.022 0.152 0.212 0.72 Column 22 Interior ss -100.627 -19.546 0.130 0.013 0.143 0.212 0.68 Column 23 Edge rr -46.686 -17.783 0.093 0.018 0.111 0.212 0.52 Column 23 End ss -46.686 17.302 0.093 0.007 0.100 0.212 0.47 Column 24 Corner rr -66.834 -12.080 0.199 0.080 0.279 0.212 1.32 Column 24 Corner ss -66.834 -39.481 0.199 0.003 0.202 0.212 0.95 Column 25 Interior rr -170.156 -86.663 0.220 0.060 0.280 0.212 1.32 Column 25 Interior ss -170.156 -40.443 0.220 0.027 0.247 0.212 1.17 Column 26 Interior rr -161.205 -83.602 0.209 0.058 0.266 0.212 1.26 Column 26 Interior ss -161.205 50.228 0.209 0.034 0.242 0.212 1.14 Column 27 Interior rr -100.659 28.612 0.130 0.020 0.150 0.212 0.71 Column 27 Interior ss -100.659 -22.856 0.130 0.015 0.146 0.212 0.69 Column 28 Ede rr -67.198 -19.259 0.134 0.019 0.153 0.212 0.72 Column 28 End ss -67.198 20.718 0.134 0.014 0.148 0.212 0.70 Column 29 Interior rr -111.002 -5.002 0.098 0.002 0.100 0.212 0.47 Column 29 Interior ss -111.002 -13.348 0.098 0.006 0.104 0.212 0.49 Column 30 Interior rr -159.357 -5.817 0.141 0.003 0.144 0.212 0.68 Column 30 Interior ss -159.357 -6.398 0.141 0.003 0.144 0.212 0.68 Column 31 Ede rr -119.588 81.677 0.121 0.031 0.152 0.212 0.72 Column 31 End ss -119.588 44.382 0.121 0.015 0.136 0.212 0.64 Column 32 Interior rr -354.076 21.735 0.241 0.006 0.247 0.212 1.16 Column 32 Interior ss -354.076 120.156 0.241 0.033 0.274 0.212 1.29 Column 33 End rr -125.287 97.712 0.209 0.018 0.227 0.212 1.07 Column 33 Edge ss -125.287 -118.961 0.209 0.082 0.291 0.212 1.37 Column 34 End rr -82.665 -35.657 0.165 0.080 0.245 0.212 1.16 Column 34 Edge ss -82.665 -20.382 0.165 0.020 0.185 0.212 0.87 Column 35 End rr -194.924 -146.561 0.243 0.022 0.266 0.212 1.25 Column 35 Edge ss -194.924 81.604 0.243 0.045 0.289 0.212 1.36 Column 36 Interior rr -144.854 -85.837 0.127 0.037 0.164 0.212 0.77 Column 36 Interior ss -144.854 -120.886 0.127 0.050 0.177 0.212 0.83 Column 37 Edge rr -101.324 -37.560 0.102 0.014 0.117 0.212 0.55 Column 37 End ss -101.324 47.345 0.102 0.009 0.111 0.212 0.52 Column 38 Interior rr -297.941 -2.117 0.263 0.001 0.264 0.212 1.25 Column 38 Interior ss -297.941 4.837 0.263 0.002 0.266 0.212 1.25 Column 39 End rr -65.163 -10.575 0.130 0.023 0.154 0.212 0.72 Column 39 Ede ss -65.163 -69.227 0.130 0.068 0.199 0.212 0.94 Column 40 Edge rr -138.299 -40.361 0.140 0.016 0.155 0.212 0.73 Column 40 End ss -138.299 54.096 0.140 0.016 0.156 0.212 0.74 Column 41 Interior rr -324.581 -0.273 0.287 0.000 0.287 0.212 1.35 Column 41 Interior ss -324.581 12.017 0.287 0.006 0.292 0.212 1.38 Column 42 Interior rr -333.168 44.159 0.226 0.012 0.239 0.212 1.13 Column 42 Interior ss -333.168 -111.394 0.226 0.031 0.257 0.212 1.21 Column 43 Interior rr -198.343 63.376 0.257 0.044 0.300 0.212 1.42 Column 43 Interior ss -198.343 8.764 0.257 0.006 0.262 0.212 1.24 Column 44 Interior rr -122.553 104.357 0.159 0.072 0.231 0.212 1.09 Column 44 Interior ss -122.553 -117.346 0.159 0.079 0.237 0.212 1.12 Column 45 Edge rr -143.570 -1.105 0.145 0.000 0.145 0.212 0.69 Column 45 End ss -143.570 31.988 0.145 0.027 0.172 0.212 0.81 Column 46 Interior rr -389.978 -2.126 0.345 0.001 0.346 0.212 1.63 Column 46 Interior ss -389.978 32.426 0.345 0.015 0.360 0.212 1.70 Column 47 Interior rr -355.447 -2.275 0.314 0.001 0.315 0.212 1.49 Column 47 Interior ss -355.447 23.350 0.314 0.011 0.325 0.212 1.53 Column 48 Interior rr -404.770 -117.810 0.275 0.033 0.308 0.212 1.45 Column 48 Interior ss -404.770 -220.700 0.275 0.061 0.336 0.212 1.58 Column 49 End rr -202.208 -70.592 0.207 0.027 0.235 0.212 1.11 Column 49 Edge ss -202.208 27.396 0.207 0.012 0.220 0.212 1.04 Column 50 Interior rr -240.457 -51.593 0.136 0.012 0.147 0.212 0.69 Column 50 Interior ss -240.457 -14.731 0.136 0.003 0.139 0.212 0.66 Column 51 Interior rr -247.673 -97.963 0.320 0.068 0.388 0.212 1.83 Column 51 Interior ss -247.673 -155.485 0.320 0.104 0.425 0.212 2.00 Column 52 Interior rr -299.627 102.993 0.230 0.037 0.267 0.212 1.26 Column 52 Interior ss -299.627 56.427 0.230 0.020 0.250 0.212 1.18 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 4 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex Column 53 Edge rr -153.691 -4.553 0.155 0.002 0.157 0.212 0.74 Column 53 End ss -153.691 47.760 0.155 0.023 0.179 0.212 0.84 Column 54 Interior rr -265.366 9.799 0.235 0.005 0.239 0.212 1.13 Column 54 Interior ss -265.366 8.321 0.235 0.004 0.238 0.212 1.12 Column 55 Interior rr -474.507 99.725 0.322 0.028 0.350 0.212 1.65 Column 55 Interior ss -474.507 -132.753 0.322 0.037 0.359 0.212 1.69 Column 56 Interior rr -431.568 18.811 0.293 0.005 0.298 0.212 1.41 Column 56 Interior ss -431.568 58.729 0.293 0.016 0.309 0.212 1.46 Column 57 Interior rr -277.753 -18.989 0.213 0.007 0.220 0.212 1.04 Column 57 Interior ss -277.753 -41.946 0.213 0.015 0.228 0.212 1.08 Column 108 Interior rr -420.215 37.858 0.173 0.006 0.178 0.212 0.84 Column 108 Interior ss -420.215 27.858 0.173 0.004 0.177 0.212 0.83 Column 109 Corner rr -20.919 28.105 0.052 0.053 0.105 0.212 0.49 Column 109 Corner ss -20.919 35.083 0.052 0.028 0.080 0.212 0.38 Column 110 End rr -41.844 15.588 0.065 0.032 0.097 0.212 0.46 Column 110 Edge ss -41.844 -46.789 0.065 0.038 0.102 0.212 0.48 Load Combination:Strength 2(Dead and Live) Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -46.378 -58.543 0.138 0.040 0.178 0.212 0.84 Column 1 Corner ss -46.378 35.137 0.138 0.009 0.147 0.212 0.69 Column 2 End rr -83.661 -41.902 0.167 0.001 0.168 0.212 0.79 Column 2 Edge ss -83.661 27.009 0.167 0.027 0.194 0.212 0.91 Column 3 Corner rr -39.524 4.356 0.118 0.040 0.157 0.212 0.74 Column 3 Corner ss -39.524 6.831 0.118 0.047 0.165 0.212 08 Column 4 Corner rr -30.381 -1.668 0.090 0.024 0.114 0.212 0.54 Column 4 Corner ss -30.381 23.779 0.090 0.007 0.098 0.212 0.46 Column 5 Corner rr -45.212 -18.314 0.135 0.014 0.148 0.212 0.70 Column 5 Corner ss -45.212 -11.427 0.135 0.025 0.160 0.212 0.75 Column 6 Corner rr -32.957 -17.153 0.098 0.005 0.103 0.212 0.49 Column 6 Corner ss -32.957 2.597 0.098 0.027 0.125 0.212 0.59 Column 7 Corner rr -37.570 -30.349 0.112 0.009 0.121 0.212 0.57 Column 7 Corner ss -37.570 -57.115 0.112 0.050 0.162 0.212 06 Column 8 Interior rr -66.847 6.444 0.086 0.004 0.091 0.212 0.43 Column 8 Interior ss -66.847 21.656 0.086 0.015 0.101 0.212 0.48 Column 9 Interior rr -113.482 24.523 0.147 0.017 0.164 0.212 0.77 Column 9 Interior ss -113.482 14.321 0.147 0.010 0.156 0.212 0.74 Column 10 Interior rr -145.614 84.657 0.188 0.059 0.247 0.212 1.17 Column 10 Interior ss -145.614 -59.076 0.188 0.040 0.228 0.212 1.08 Column 11 Edge rr -66.728 61.304 0.120 0.053 0.173 0.212 0.82 Column 11 End ss -66.728 41.587 0.120 0.009 0.129 0.212 0.61 Column 12 Interior rr -86.156 1.777 0.111 0.001 0.113 0.212 0.53 Column 12 Interior ss -86.156 -12.655 0.111 0.009 0.120 0.212 0.57 Column 13 Corner rr -12.163 19.273 0.036 0.016 0.052 0.212 0.25 Column 13 Corner ss -12.163 -1.280 0.036 0.009 0.046 0.212 0.22 Column 14 Interior rr -100.279 31.864 0.130 0.022 0.152 0.212 0.72 Column 14 Interior ss -100.279 -1.810 0.130 0.001 0.131 0.212 0.62 Column 15 Edge rr -26.548 -8.211 0.048 0.007 0.055 0.212 0.26 Column 15 End ss -26.548 21.197 0.048 0.008 0.056 0.212 0.26 Column 17 Interior rr -77.566 -6.554 0.100 0.004 0.105 0.212 0.49 Column 17 Interior ss -77.566 -10.679 0.100 0.007 0.108 0.212 0.51 Column 18 End rr -63.194 58.203 0.126 0.027 0.153 0.212 0.72 Column 18 Edge ss -63.194 13.423 0.126 0.013 0.140 0.212 0.66 Column 19 Edge rr -46.086 -42.288 0.092 0.042 0.134 0.212 0.63 Column 19 End ss -46.086 -6.154 0.092 0.018 0.110 0.212 0.52 Column 20 Interior rr -99.874 -23.929 0.129 0.017 0.146 0.212 0.69 Column 20 Interior ss -99.874 -23.893 0.129 0.016 0.145 0.212 0.68 Column 21 Interior rr -96.032 12.647 0.124 0.009 0.133 0.212 0.63 Column 21 Interior ss 96.032 40.777 0.124 0.027 0.152 0.212 0.72 Column 22 Interior rr -100.580 31.755 0.130 0.022 0.152 0.212 0.72 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 5 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex X Column 38 Interior ss -169.125 4.834 0.149 0.002 0.152 0.212 0.72 Column 22 Interior ss 100.580 -19.553 0.130 0.013 0.143 0.212 0.68 Column 23 Edge rr -46.666 -17.736 0.093 0.018 0.111 0.212 0.52 Column 23 End ss -46.666 17.275 0.093 0.007 0.100 0.212 0.47 Column 24 Corner rr -66.791 -12.062 0.199 0.080 0.279 0.212 1.32 Column 24 Corner ss -66.791 -39.402 0.199 0.003 0.202 0.212 0.95 Column 25 Interior rr -170.395 -87.194 0.220 0.060 0.281 0.212 1.32 Column 25 Interior ss -170.395 -40.848 0.220 0.027 0.248 0.212 1.17 Column 26 Interior rr -162.520 -86.118 0.210 0.060 0.270 0.212 1.27 Column 26 Interior ss 162.520 50.300 0.210 0.034 0.244 0.212 1.15 Column 27 Interior rr -100.665 28.386 0.130 0.020 0.150 0.212 0.71 Column 27 Interior ss -100.665 -22.248 0.130 0.015 0.145 0.212 0.68 Column 28 Edge rr -67.513 -19.866 0.135 0.020 0.154 0.212 0.73 Column 28 End ss -67.513 20.594 0.135 0.014 0.149 0.212 0.70 Column 29 Interior rr -118.787 -6.214 0.105 0.003 0.108 0.212 0.51 Column 29 Interior ss -118.787 -10.776 0.105 0.005 0.110 0.212 0.52 Column 30 Interior rr -112.965 0.163 0.100 0.000 0.100 0.212 0.47 Column 30 interior ss -112.965 -3.568 0.100 0.002 0.101 0.212 0.48 Column 31 Edge rr -88.436 94.105 0.089 0.036 0.125 0.212 0.59 Column 31 End ss -88.436 14.681 0.089 0.019 0.108 0.212 0.51 Column 32 Interior rr -344.162 44.624 0.234 0.012 0.246 0.212 1.16 Column 32 Interior ss -344.162 135.025 0.234 0.037 0.271 0.212 1.28 Column 33 End rr -126.020 98.346 0.210 0.018 0.228 0.212 1.08 Column 33 Edge ss -126.020 -121.203 0.210 0.084 0.293 0.212 1.38 Column 34 End rr -82.552 -35.646 0.165 0.080 0.245 0.212 1.16 Column 34 Edge ss -82.552 -20.221 0.165 0.020 0.185 0.212 0.87 Column 35 End rr -194.897 -146.494 0.243 0.022 0.266 0.212 1.25 Column 35 Edge ss -194.897 81.559 0.243 0.045 0.289 0.212 1.36 Column 36 Interior rr -144.841 -85.808 0.127 0.036 0.163 0.212 0.77 Column 36 Interior ss -144.841 -120.871 0.127 0.050 0.177 0.212 0.83 Column 37 Edge rr -51.963 -28.320 0.052 0.011 0.063 0.212 0.30 Column 37 End ss -51.963 0.877 0.052 0.014 0.067 0.212 0.32 Column 38 Interior rr -169.125 -0.574 0.149 0.000 0.150 0.212 0.71 Column 39 End rr -65.451 -10.659 0.131 0.023 0.154 0.212 0.73 Column 39 Edge ss -65.451 -70.520 0.131 0.070 0.200 0.212 0.95 Column 40 Edge rr -76.080 20.875 0.077 0.008 0.085 0.212 0.40 Column 40 End ss -76.080 1.768 0.077 0.021 0.098 0.212 0.46 Column 41 Interior rr -182.998 0.570 0.162 0.000 0.162 0.212 0.76 Column 41 Interior ss -182.998 8.433 0.162 0.004 0.166 0.212 0.78 Column 42 Interior rr -291.489 42.579 0.198 0.012 0.210 0.212 0.99 Column 42 Interior ss -291.489 -46.795 0.198 0.013 0.211 0.212 1.00 Column 43 Interior rr -198.624 62.666 0.257 0.043 0.300 0.212 1.42 Column 43 Interior ss -198.624 8.399 0.257 0.006 0.263 0.212 1.24 Column 44 Interior rr -122.564 104.261 0.159 0.072 0.231 0.212 1.09 Column 44 Interior ss -122.564 -117.250 0.159 0.079 0.237 0.212 1.12 Column 45 Edge rr -89.893 -26.280 0.091 0.010 0.101 0.212 0.48 Column 45 End ss -89.893 -3.257 0.091 0.027 0.118 0.212 0.55 Column 46 Interior rr -223.344 -1.732 0.197 0.001 0.198 0.212 0.93 Column 46 Interior ss -223.344 14.705 0.197 0.007 0.204 0.212 0.96 Column 47 Interior rr -199.218 -1.844 0.176 0.001 0.177 0.212 0.83 Column 47 Interior ss -199.218 13.977 0.176 0.006 0.182 0.212 0.86 Column 48 Interior rr -265.501 -29.735 0.180 0.008 0.189 0.212 0.89 Column 48 Interior ss -265.501 -129.744 0.180 0.036 0.216 0.212 1.02 Column 49 End rr -135.927 -25.605 0.139 0.028 0.167 0.212 0.79 Column 49 Edge ss -135.927 63.929 0.139 0.029 0.168 0.212 0.79 Column 50 Interior rr -222.807 -28.292 0.126 0.006 0.132 0.212 0.62 Column 50 Interior ss -222.807 -10.782 0.126 0.002 0.128 0.212 0.60 Column 51 Interior rr -247.516 48.118 0.320 0.068 0.388 0.212 1.83 Column 51 Interior ss -247.516 -155.146 0.320 0.104 0.424 0.212 2.00 Column 52 Interior rr 303.898 106.636 0.233 0.038 0.272 0.212 1.28 Column 52 Interior ss 303.898 53.048 0.233 0.018 0.252 0.212 1.19 Column 53 Edge rr 94.076 25.128 0.095 0.010 0.105 0.212 0.49 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex Column 53 End ss -94.076 2.957 0.095 0.025 0.120 0.212 0.57 Column 54 Interior rr -158.095 1.679 0.140 0.001 0.140 0.212 0.66 Column 54 Interior ss -158.095 5.614 0.140 0.003 0.142 0.212 0.67 Column 55 Interior rr -335.282 -21.909 0.228 0.006 0.234 0.212 1.10 Column 55 Interior ss -335.282 -76.935 0.228 0.021 0.249 0.212 1.17 Column 56 Interior rr -326.334 -44.546 0.222 0.012 0.234 0.212 1.10 Column 56 Interior ss -326.334 40.424 0.222 0.011 0.233 0.212 1.10 Column 57 Interior rr -220.089 -45.568 0.169 0.016 0.185 0.212 0.87 Column 57 Interior ss -220.089 -27.436 0.169 0.010 0.179 0.212 0.84 Column 108 Interior rr -420.687 25.528 0.173 0.004 0.177 0.212 0.83 Column 108 Interior ss -420.687 30.653 0.173 0.005 0.177 0.212 0.84 Column 109 Corner rr -20.928 28.100 0.052 0.053 0.105 0.212 0.49 Column 109 Corner ss -20.928 35.078 0.052 0.028 0.080 0.212 0.38 Column 110 End rr -41.848 15.585 0.065 0.032 0.097 0.212 0.46 Column 110 Edge ss -41.848 -46.786 0.065 0.038 0.102 0.212 0.48 I norf 1 nmhinnfinn-Ctrannfh '(rand anri I ival 0 Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -46.378 -58.543 0.138 0.040 0.178 0.212 0.84 Column 1 Corner ss -46.378 35.137 0.138 0.009 0.147 0.212 0.69 Column 2 End rr -83.661 -41.902 0.167 0.001 0.168 0.212 0.79 Column 2 Edge ss -83.661 27.009 0.167 0.027 0.194 0.212 0.91 Column 3 Corner rr -39.524 4.356 0.118 0.040 0.157 0.212 0.74 Column 3 Corner ss -39.524 6.831 0.118 0.047 0.165 0.212 08 Column 4 Corner rr -30.381 -1.668 0.090 0.024 0.114 0.212 0.54 Column 4 Corner ss -30.381 23.779 0.090 0.007 0.098 0.212 0.46 Column 5 Corner rr -45.212 -18.314 0.135 0.014 0.148 0.212 0.70 Column 5 Corner ss -45.212 -11.427 0.135 0.025 0.160 0.212 0.75 Column 6 Corner rr -32.957 -17.153 0.098 0.005 0.103 0.212 0.49 Column 6 Corner ss -32.957 2.597 0.098 0.027 0.125 0.212 0.59 Column 7 Corner rr -37.570 -30.349 0.112 0.009 0.121 0.212 0.57 Column 7 Corner ss -37.570 -57.115 0.112 0.050 0.162 0.212 0.76 Column 8 Interior rr -66.847 6.444 0.086 0.004 0.091 0.212 0.43 Column 8 Interior ss -66.847 21.656 0.086 0.015 0.101 0.212 0.48 Column 9 Interior rr -113.482 24.523 0.147 0.017 0.164 0.212 0.77 Column 9 Interior ss -113.482 14.321 0.147 0.010 0.156 0.212 0.74 Column 10 Interior rr -145.614 84.665 0.188 0.059 0.247 0.212 1.17 Column 10 Interior ss -145.614 -59.076 0.188 0.040 0.228 0.212 1.08 Column 11 Edge rr -66.728 61.304 0.120 0.053 0.173 0.212 0.82 Column 11 End ss -66.728 41.587 0.120 0.009 0.129 0.212 0.61 Column 12 Interior rr -86.156 1.777 0.111 0.001 0.113 0.212 0.53 Column 12 Interior ss -86.156 -12.655 0.111 0.009 0.120 0.212 0.57 Column 13 Corner rr -12.163 19.273 0.036 0.016 0.052 0.212 0.25 Column 13 Corner ss -12.163 -1.280 0.036 0.009 0.046 0.212 0.22 Column 14 Interior rr -100.279 31.864 0.130 0.022 0.152 0.212 0.72 Column 14 Interior ss -100.279 -1.810 0.130 0.001 0.131 0.212 0.62 Column 15 Edge rr -26.550 -8.212 0.048 0.007 0.055 0.212 0.26 Column 15 End ss -26.550 21.198 0.048 0.008 0.056 0.212 0.26 Column 17 Interior rr -77.566 -6.554 0.100 0.004 0.105 0.212 0.49 Column 17 Interior ss -77.566 -10.678 0.100 0.007 0.108 0.212 0.51 Column 18 End rr -63.194 58.202 0.126 0.027 0.153 0.212 0.72 Column 18 Edge ss -63.194 13.424 0.126 0.013 0.140 0.212 0.66 Column 19 Edge rr -46.086 -42.287 0.092 0.042 0.134 0.212 0.63 Column 19 End ss -46.086 -6.152 0.092 0.018 0.110 0.212 0.52 Column 20 Interior rr -99.865 -23.920 0.129 0.017 0.146 0.212 0.69 Column 20 Interior ss -99.865 -23.893 0.129 0.016 0.145 0.212 0.68 Column 21 Interior rr -96.007 -12.615 0.124 0.009 0.133 0.212 0.63 Column 21 Interior ss -96.007 40.777 0.124 0.027 0.152 0.212 0.71 Column 22 Interior rr -100.576 -31.745 0.130 0.022 0.152 0.212 0.72 Column 22 Interior ss -100.576 -19.554 0.130 0.013 0.143 0.212 0.68 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex r r] Column 23 Edge rr -46.662 -17.730 0.093 0.018 0.111 0.212 0.52 Column 23 End ss -46.662 17.272 0.093 0.007 0.100 0.212 0.47 Column 24 Corner rr -66.784 -12.060 0.199 0.080 0.279 0.212 1.32 Column 24 Corner ss -66.784 -39.392 0.199 0.003 0.202 0.212 0.95 Column 25 Interior rr -170.426 -87.261 0.220 0.060 0.281 0.212 1.32 Column 25 Interior ss -170.426 -40.900 0.220 0.027 0.248 0.212 1.17 Column 26 Interior rr -162.688 -86.435 0.210 0.060 0.270 0.212 1.27 Column 26 Interior ss -162.688 50.309 0.210 0.034 0.244 0.212 1.15 Column 27 Interior rr -100.665 28.356 0.130 0.020 0.150 0.212 0.71 Column 27 Interior ss -100.665 -22.170 0.130 0.015 0.145 0.212 0.68 Column 28 Edge rr -67.553 -19.944 0.135 0.020 0.155 0.212 0.73 Column 28 End ss -67.553 20.579 0.135 0.014 0.149 0.212 0.70 Column 29 Interior rr -119.788 -6.370 0.106 0.003 0.109 0.212 0.51 Column 29 Interior ss -119.788 -10.445 0.106 0.005 0.111 0.212 0.52 Column 30 Interior rr -106.987 0.933 0.095 0.000 0.095 0.212 0.45 Column 30 Interior ss -106.987 -3.203 0.095 0.001 0.096 0.212 0.45 Column 31 Edge rr -84.432 95.684 0.085 0.037 0.122 0.212 0.58 Column 31 End ss -84.432 10.855 0.085 0.019 0.105 0.212 0.49 Column 32 Interior rr -342.903 47.529 0.233 0.013 0.246 0.212 1.16 Column 32 Interior ss -342.903 136.958 0.233 0.038 0.271 0.212 1.28 Column 33 End rr -126.114 98.435 0.210 0.018 0.228 0.212 1.08 Column 33 Edge ss -126.114 -121.498 0.210 0.084 0.294 0.212 1.39 Column 34 End rr -82.539 -35.644 0.165 0.080 0.245 0.212 1.16 Column 34 Edge ss -82.539 -20.200 0.165 0.020 0.185 0.212 0.87 Column 35 End rr -194.892 -146.479 0.243 0.022 0.266 0.212 1.25 Column 35 Edge ss -194.892 81.552 0.243 0.045 0.289 0.212 1.36 Column 36 Interior rr -144.841 -85.808 0.127 0.036 0.163 0.212 0.77 Column 36 Interior ss -144.841 -120.864 0.127 0.050 0.177 0.212 0.83 Column 37 Edge rr -45.488 -26.936 0.046 0.010 0.056 0.212 0.27 Column 37 End ss -45.488 -5.152 0.046 0.015 0.061 0.212 0.29 Column 38 Interior rr -152.482 -0.366 0.135 0.000 0.135 0.212 0.64 Column 38 Interior ss -152.482 4.835 0.135 0.002 0.137 0.212 0.65 Column 39 End rr -65.492 -10.672 0.131 0.023 0.154 0.212 0.73 Column 39 Edge ss -65.492 -70.698 0.131 0.070 0.201 0.212 0.95 Column 40 Edge rr -68.760 -20.149 0.069 0.008 0.077 0.212 036 Column 40 End ss -68.760 -4.243 0.069 0.021 0.091 0.212 0.43 Column 41 Interior rr -164.302 0.705 0.145 0.000 0.146 0.212 0.69 Column 41 Interior ss -164.302 7.814 0.145 0.004 0.149 0.212 0.70 Column 42 Interior rr -285.846 42.748 0.194 0.012 0.206 0.212 0.97 Column 42 Interior ss -285.846 -38.155 0.194 0.011 0.205 0.212 0.97 Column 43 Interior rr -198.660 62.573 0.257 0.043 0.300 0.212 1.42 Column 43 Interior ss -198.660 8.351 0.257 0.006 0.263 0.212 1.24 Column 44 Interior rr -122.566 104.247 0.159 0.072 0.231 0.212 1.09 Column 44 Interior ss -122.566 -117.243 0.159 0.079 0.237 0.212 1.12 Column 45 Ede rr -88.350 -11.586 0.089 0.004 0.094 0.212 0.44 Column 45 End ss -88.350 -6.827 0.089 0.028 0.117 0.212 0.55 Column 46 Interior rr -192.082 -0.530 0.170 0.000 0.170 0.212 0.80 Column 46 Interior ss -192.082 15.787 0.170 0.007 0.177 0.212 0.83 Column 47 Interior rr -186.134 -2.596 0.164 0.001 0.166 0.212 0.78 Column 47 Interior ss -186.134 11.779 0.164 0.005 0.170 0.212 0.80 Column 48 Interior rr -247.831 -19.181 0.168 0.005 0.174 0.212 0.82 Column 48 Interior ss -247.831 -118.489 0.168 0.033 0.201 0.212 0.95 Column 49 End rr -127.350 -19.787 0.131 0.028 0.158 0.212 0.75 Column 49 Edge ss -127.350 68.615 0.131 0.031 0.162 0.212 0.76 Column 50 Interior rr -220.514 -25.267 0.124 0.006 0.130 0.212 0.61 Column 50 Interior ss -220.514 -10.258 0.124 0.002 0.127 0.212 0.60 Column 51 Interior rr -247.493 -98.132 0.320 0.068 0.388 0.212 1.83 Column 51 Interior ss -247.493 -155.094 0.320 0.104 0.424 0.212 2.00 Column 52 Interior rr -304.460 107.108 0.234 0.038 0.272 0.212 1.28 Column 52 Interior ss -304.460 52.607 0.234 0.018 0.252 0.212 1.19 Column 53 Edge rr -75.565 3.895 0.076 0.001 0.078 0.212 0.37 Column 53 End ss -75.565 -10.168 0.076 0.026 0.102 0.212 0.48 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex 4 Column 54 Interior ss -143.541 5.569 0.127 0.003 0.129 0.212 0.61 Column 54 Interior rr -143.541 0.275 0.127 0.000 0.127 0.212 0.60 Column 55 Interior rr -317.994 -36.956 0.216 0.010 0.226 0.212 1.07 Column 55 Interior ss -317.994 -70.925 0.216 0.020 0.236 0.212 1.11 Column 56 Interior rr -312.351 -52.567 0.212 0.015 0.227 0.212 1.07 Column 56 Interior ss -312.351 37.951 0.212 0.010 0.223 0.212 1.05 Column 57 Interior rr -212.392 -48.923 0.163 0.018 0.181 0.212 0.85 Column 57 Interior ss -212.392 -25.501 0.163 0.009 0.172 0.212 0.81 Column 108 Interior rr -420.777 23.928 0.173 0.004 0.176 0.212 0.83 Column 108 Interior ss -420.777 31.009 0.173 0.005 0.177 0.212 0.84 Column 109 Corner rr -20.929 28.100 0.052 0.053 0.105 0.212 0.49 Column 109 Corner ss -20.929 35.077 0.052 0.028 0.080 0.212 0.38 Column 110 End rr -41.851 15.585 0.065 0.032 0.097 0.212 0.46 Column 110 Edge ss -41.851 -46.786 0.065 0.038 0.102 0.212 0.48 Load Combination:Strenoth 4(Dead and Live) D Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -46.378 -58.543 0.138 0.040 0.178 0.212 0.84 Column 1 Corner ss -46.378 35.137 0.138 0.009 0.147 0.212 0.69 Column 2 End rr -83.661 -41.902 0.167 0.001 0.168 0.212 0.79 Column 2 Edge ss -83.661 27.009 0.167 0.027 0.194 0.212 0.91 Column 3 Corner rr -39.524 4.356 0.118 0.040 0.157 0.212 0.74 Column 3 Corner ss -39.524 6.831 0.118 0.047 0.165 0.212 0.78 Column 4 Corner rr -30.381 -1.668 0.090 0.024 0.114 0.212 0.54 Column 4 Corner ss -30.381 23.779 0.090 0.007 0.098 0.212 0.46 Column 5 Corner rr -45.212 -18.314 0.135 0.014 0.148 0.212 0.70 Column 5 Corner ss -45.212 -11.427 0.135 0.025 0.160 0.212 0.75 Column 6 Corner rr -32.957 -17.153 0.098 0.005 0.103 0.212 0.49 Column 6 Corner ss -32.957 2.597 0.098 0.027 0.125 0.212 0.59 Column 7 Corner rr -37.570 -30.349 0.112 0.009 0.121 0.212 0.57 Column 7 Corner ss -37.570 -57.115 0.112 0.050 0.162 0.212 0.76 Column 8 Interior rr -66.847 6.444 0.086 0.004 0.091 0.212 0.43 Column 8 Interior ss -66.847 21.656 0.086 0.015 0.101 0.212 0.48 Column 9 Interior rr -113.482 24.523 0.147 0.017 0.164 0.212 0.77 Column 9 Interior ss -113.482 14.321 0.147 0.010 0.156 0.212 0.74 Column 10 Interior rr -145.614 84.665 0.188 0.059 0.247 0.212 1.17 Column 10 Interior ss -145.614 -59.076 0.188 0.040 0.228 0.212 1.08 Column 11 Edge rr -66.728 61.304 0.120 0.053 0.173 0.212 0.82 Column 11 End ss -66.728 41.587 0.120 0.009 0.129 0.212 0.61 Column 12 Interior rr -86.156 1.777 0.111 0.001 0.113 0.212 0.53 Column 12 Interior ss -86.156 -12.655 0.111 0.009 0.120 0.212 0.57 Column 13 Corner rr -12.163 19.273 0.036 0.016 0.052 0.212 0.25 Column 13 Corner ss -12.163 -1.280 0.036 0.009 0.046 0.212 0.22 Column 14 Interior rr -100.279 31.864 0.130 0.022 0.152 0.212 0.72 Column 14 Interior ss -100.279 -1.810 0.130 0.001 0.131 0.212 0.62 Column 15 Edge rr -26.550 -8.213 0.048 0.007 0.055 0.212 0.26 Column 15 End ss -26.550 21.199 0.048 0.008 0.056 0.212 0.26 Column 17 Interior rr -77.568 -6.555 0.100 0.004 0.105 0.212 0.49 Column 17 Interior ss -77.568 -10.678 0.100 0.007 0.108 0.212 0.51 Column 18 End rr -63.194 58.202 0.126 0.027 0.153 0.212 0.72 Column 18 Edge ss -63.194 13.424 0.126 0.013 0.140 0.212 0.66 Column 19 Edge rr -46.086 -42.287 0.092 0.042 0.134 0.212 0.63 Column 19 End ss -46.086 -6.148 0.092 0.018 0.110 0.212 0.52 Column 20 Interior rr -99.849 -23.903 0.129 0.017 0.146 0.212 0.69 Column 20 Interior ss -99.849 -23.892 0.129 0.016 0.145 0.212 0.68 Column 21 Interior rr -95.969 -12.562 0.124 0.009 0.133 0.212 0.63 Column 21 Interior ss -95.969 40.777 0.124 0.027 0.152 0.212 0.71 Column 22 Interior rr -100.564 -31.728 0.130 0.022 0.152 0.212 0.72 Column 22 Interior ss -100.564 -19.556 0.130 0.013 0.143 0.212 0.68 Column 23 Edge rr -46.657 -17.720 0.093 0.018 0.111 0.212 0.52 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 9 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex N i Column 23 End ss -46.657 17.266 0.093 0.007 0.100 0.212 0.47 Column 24 Corner rr -66.775 -12.056 0.199 0.080 0.279 0.212 1.32 Column 24 Corner ss -66.775 -39.375 0.199 0.003 0.202 0.212 0.95 Column 25 Interior rr -170.478 -87.371 0.221 0.061 0.281 0.212 1.33 Column 25 Interior ss -170.478 -40.988 0.221 0.028 0.248 0.212 1.17 Column 26 Interior rr -162.972 -86.980 0.211 0.060 0.271 0.212 1.28 Column 26 Interior ss -162.972 50.324 0.211 0.034 0.245 0.212 1.15 Column 27 Interior rr -100.668 28.308 0.130 0.020 0.150 0.212 0.71 Column 27 Interior ss -100.668 -22.039 0.130 0.015 0.145 0.212 0.68 Column 28 Edge rr -67.621 -20.073 0.135 0.020 0.155 0.212 0.73 Column 28 End ss -67.621 20.551 0.135 0.014 0.149 0.212 0.70 Column 29 Interior rr -121.460 -6.630 0.107 0.003 0.110 0.212 0.52 Column 29 Interior ss -121.460 -9.891 0.107 0.005 0.112 0.212 0.53 Column 30 Interior rr -97.012 2.218 0.086 0.001 0.087 0.212 0.41 Column 30 Interior ss -97.012 -2.595 0.086 0.001 0.087 O.212 0.41 Column 31 Edge rr -77.733 98.354 0.078 0.038 0.116 12 0.55 Column 31 End ss -77.733 4.469 0.078 0.020 0.099 12 0.46 Column 32 Interior rr -340.745 52.463 0.232 0.014 0.246 L 12 1.16 Column 32 Interior ss -340.745 140.151 0.232 0.039 0.270 12 1.27 Column 33 End rr -126.271 98.568 0.210 0.018 0.229 12 1.08 Column 33 Edge ss -126.271 -121.978 0.210 0.084 0.294 0.212 1.39 Column 34 End rr -82.514 -35.641 0.165 0.080 0.245 0.212 1.16 Column 34 Edge ss -82.514 -20.165 0.165 0.020 0.185 0.212 0.87 Column 35 End rr -194.888 -146.472 0.243 0.022 0.266 0.212 1.25 Column 35 Ede ss -194.888 81.545 0.243 0.045 0.289 0.212 1.36 Column 36 Interior rr -144.836 -85.800 0.127 0.036 0.163 0.212 0.77 Column 36 Interior ss -144.836 -120.864 0.127 0.050 0.177 0.212 0.83 Column 37 Edge rr -34.875 -24.954 0.035 0.010 0.045 0.212 0.21 Column 37 End ss -34.875 -15.150 0.035 0.016 0.051 0.212 0.24 Column 38 Interior rr -124.763 -0.030 0.110 0.000 0.110 0.212 0.52 Column 38 Interior ss -124.763 4.836 0.110 0.002 0.112 0.212 0.53 Column 39 End rr -65.552 -10.689 0.131 0.023 0.154 0.212 0.73 Column 39 Edge ss -65.552 -70.970 0.131 0.070 0.201 0.212 0.95 Column 40 Edge rr -55.362 -15.903 0.056 0.006 0.062 0.212 0.29 Column 40 End ss -55.362 -15.571 0.056 0.022 0.078 0.212 0.37 Column 41 Interior rr -134.043 0.850 0.118 0.000 0.119 0.212 0.56 Column 41 Interior ss -134.043 7.067 0.118 0.003 0.122 0.212 0.57 Column 42 Interior rr -276.966 42.302 0.188 0.012 0.200 0.212 0.94 Column 42 Interior ss -276.966 -24.319 0.188 0.007 0.195 0.212 0.92 Column 43 Interior rr -198.721 62.420 0.257 0.043 0.300 0.212 1.42 Column 43 Interior ss -198.721 8.272 0.257 0.006 0.263 0.212 1.24 Column 44 Interior rr -122.569 104.225 0.159 0.072 0.231 0.212 1.09 Column 44 Interior ss -122.569 -117.220 0.159 0.079 0.237 0.212 1.12 Column 45 Edge rr -77.200 -26.401 0.078 0.010 0.088 0.212 0.42 Column 45 End ss -77.200 -12.188 0.078 0.027 0.105 0.212 0.49 Column 46 Interior rr -160.807 -0.286 0.142 0.000 0.142 0.212 0.67 Column 46 Interior ss -160.807 10.029 0.142 0.005 0.147 0.212 0.69 Column 47 Interior rr -150.441 -2.169 0.133 0.001 0.134 0.212 0.63 Column 47 Interior ss -150.441 9.927 0.133 0.005 0.138 0.212 0.65 Column 48 Interior rr -217.367 0.144 0.148 0.000 0.148 0.212 0.70 Column 48 Interior ss -217.367 -98.472 0.148 0.027 0.175 0.212 0.82 Column 49 End rr -113.095 -10.103 0.116 0.028 0.144 0.212 0.68 Column 49 Edge ss -113.095 76.396 0.116 0.035 0.150 0.212 0.71 Column 50 Interior rr -216.706 -20.227 0.122 0.005 0.127 0.212 0.60 Column 50 Interior ss -216.706 -9.391 0.122 0.002 0.124 0.212 0.59 Column 51 Interior rr -247.448 -98.169 0.320 0.068 0.388 0.212 1.83 Column 51 Interior ss -247.448 -155.028 0.320 0.104 0.424 0.212 2.00 Column 52 Interior rr -305.382 107.890 0.235 0.039 0.273 0.212 1.29 Column 52 Interior ss -305.382 51.876 0.235 0.018 0.253 0.212 1.19 Column 53 Edge rr -78.337 -3.435 0.079 0.001 0.080 0.212 0.38 Column 53 End ss -78.337 -9.462 0.079 0.026 0.105 0.212 0.50 Column 54 Interior rr -124.284 -1.822 0.110 0.001 0.111 0.212 0.52 email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 10 Project Name: General name Specific Data: Specific name Date of execution: May 31, 2007 File Name: 5thLeft-04-24-07-without-drop.adm FLOOR-PRO Ex Column 54 Interior ss -124.284 3.118 0.110 0.001 0.111 0.212 0.52 Column 55 Interior rr -287.375 -63.477 0.195 0.018 0.213 0.212 1.00 Column 55 Interior ss -287.375 -57.429 0.195 0.016 0.211 0.212 1.00 Column 56 Interior rr -289.331 -66.085 0.197 0.018 0.215 0.212 1.01 Column 56 Interior ss -289.331 33.424 0.197 0.009 0.206 0.212 0.97 Column 57 Interior rr -199.530 -54.506 0.153 0.020 0.173 0.212 0.82 Column 57 Interior ss -199.530 -22.262 0.153 0.008 0.161 0.212 0.76 Column 108 Interior rr -420.934 21.256 0.173 0.003 0.176 0.212 0.83 Column 108 Interior ss -420.934 31.602 0.173 0.005 0.178 0.212 0.84 Column 109 Corner rr -20.931 28.099 0.052 0.053 0.105 0.212 0.49 Column 109 Corner ss -20.931 35.076 0.052 0.028 0.080 0.212 0.38 Column 110 End rr -41.851 15.585 0.065 0.032 0.097 0.212 0.46 Column 110 Edge ss -41.851 -46.785 0.065 0.038 0.102 0.212 0.48 Legend: CONDITION (a) =Program does not check for this column. No result! C email: Support@Adaptsoft.com website: hftp://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 11 Unit : in 0.55 0.51 0.46 0.41 0.37 0.32 0.18 0.14 0.09 0.04 -0.00 -0.05 -0.09 -0.14 19:13:07 ~St ■ jolp N ~.t X> Unit: .advl Z-Translation - Service(Total Load Unit : in r 0.79 0.72 0.65 0.58 0.51 0.44 0.38 0.31 0.24 0.17 0.10 0.03 -0.04 -0.10 -0.17 -0.24 I I 5/14/07 Unit: 7:45:35 .07.aav I Z-Translation - Long -Term (Deformation 7 U ° CO N z C% W ° 41 J ro ° a U o "'1 a O ° w 0 C (d ,-r Q C G J W ti T~ V L O k ~ O U + M N O v~U>~ ~a ox aO o r"a ° c ~qH N O O m " N ~ 4-~ y U ~ N O k G. O Vi G ~ 7 Q. ~ I I O v m c c~ N C (0 Q r C m c CO O O O O O O O N N co ~ [isd] ssailg i E N E z N a ) ID 1 ° 0 p a £ ~ ~a LO c M Q C O ~ a N ~ C4 (d N~ O Ct._ ~ U v~U> 1 O k O~ O e c ) CL a O N O O 1 ~ N N O 0 w m U o ~ ~ N X C (1+ O Q T- C 5 5.4 Al P3 ...._i.. R I c c 4] 4l I C~'un,~ 30 SR 0.n4 SR=s ~ 1i6 ~ CIS.... .ol:.-..., 29 :.alur S2_r = 0. SR_r Os? = 074 SR_sG 06: s k 13 SR 073 SR 114 R 0~3 Sk 0°9 S f C.1-r23 CcIUF. _ Col n 23 413....... 1 - ~ 2 C SR 1 St kb = R C .9 SR C 0.70 SR T( C F „43 R FI K Ih K 414...... G..t . _ I n R GI3 Vp:5 - k r Dal SR ~R q- 4 SR :",7 Q.49 SRR Fi C 2 R 31 .K 4 SR 1511 AI5 k 1.11 y_ - SR 5 54 _ rce _ 2 7K SR 142 SR 4153._.. -Rowe t6 Lo „~,n t o "k 415 rn 3 SR S 164 R 13 SR 1.32 SR ..2 S SR 03 R f e - r . p C~ 158 C I Col 9 x s C ye C I n 5 _ t \ C t 4 SRe V ~ SR i C3 Fin 9 C n 5 -1 R es...^~n C 3 S - 1 25 C RCol Cold,cye 3K F r i Cn Ett 2 3'. 32 7.7 4.< Structural Plan 05/14/07 17:42:47 FOUR SEASONS Hotels and Resorts Punching Shear Design 17:42:4 6thLeft-05-01-07.adm Level 6 - West Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 6 - west Date of execution: May 14, 2007 File Name: 6thLeft-05-01-07.adm FLOOR-PRO Ex 180.40 PUNCHING SHEAR STRESS CHECK RESULTS 5 t COLUMN SECTION ® Y %X r,X I nad Comhination-Strenoth(Dead Load Only) M Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -17.319 -26.543 0.041 0.040 0.081 0.212 0.38 Column 1 Corner ss -17.319 18.904 0.041 0.008 0.050 0.212 0.23 Column 2 Edge rr -96.736 49.546 0.138 0.033 0.171 0.212 0.80 Column 2 End ss -96.736 41.318 0.138 0.008 0.146 0.212 0.69 Column 3 Corner rr -65.860 -43.920 0.157 0.000 0.157 0.212 0.74 Column 3 Corner ss -65.860 36.941 0.157 0.008 0.165 0.212 0.78 Column 4 End rr -123.101 -44.732 0.195 0.018 0.213 0.212 1.01 Column 4 Edge ss -123.101 9.631 0.195 0.007 0.202 0.212 0.95 Column 5 Corner rr -51.068 -0.830 0.122 0.035 0.157 0.212 0.74 Column 5 Corner ss -51.068 3.236 0.122 0.043 0.165 0.212 0.78 Column 6 Corner rr -43.125 -3.549 0.103 0.027 0.129 0.212 0.61 Column 6 Corner ss -43.125 20.047 0.103 0.010 0.113 0.212 0.53 Column 7 Corner rr -62.688 -19.773 0.149 0.023 0.173 0.212 0.81 Column 7 Corner ss -62.688 -9.434 0.149 0.037 0.187 0.212 0.88 Column 8 Corner rr -48.397 24.741 0.144 0.008 0.152 0.212 0.72 Column 8 Corner ss -48.397 0.980 0.144 0.044 0.188 0.212 0.88 Column 9 Corner rr -48.676 -32.202 0.145 0.002 0.147 0.212 0.70 Column 9 Corner ss -48.676 -10.256 0.145 0.030 0.175 0.212 0.83 Column 10 Edge rr -102.302 9.211 0.146 0.006 0.152 0.212 0.72 Column 10 End ss -102.302 33.749 0.146 0.067 0.213 0.212 1.00 Column 11 Corner rr -34.194 27.262 0.082 0.004 0.086 0.212 0.41 Column 11 Corner ss -34.194 0.907 0.082 0.027 0.109 0.212 0.51 Column 12 Edge rr -78.205 57.465 0.112 0.038 0.149 0.212 0.70 Column 12 End ss -78.205 28.750 0.112 0.053 0.165 0.212 0.78 Column 13 Interior rr -77.431 13.463 0.078 0.007 0.085 0.214 0.40 Column 13 Interior ss -77.431 -4.682 0.078 0.002 0.081 0.214 0.38 Column 14 Interior rr -98.970 32.490 0.100 0.017 0.117 0.214 0.55 Column 14 Interior ss -98.970 6.106 0.100 0.003 0.103 0.214 0.48 Column 16 Interior rr -164.547 91.657 0.167 0.047 0.213 0.214 1.00 Column 16 Interior ss -164.547 -51.426 0.167 0.025 0.192 0.214 0.90 Column 17 Interior rr -79.059 24.272 0.080 0.012 0.092 0.214 0.43 Column 17 Interior ss -79.059 -6.575 0.080 0.003 0.083 0.214 0.39 Column 18 Interior rr -136.923 49.532 0.139 0.025 0.164 0214 0.77 Column 18 Interior ss -136.923 22.554 0.139 0.011 0.150 0.214 0.70 Column 19 Edge rr -36.835 -16.252 0.074 0.016 0.090 0.212 0.42 Column 19 End ss -36.835 4.582 0.074 0.015 0.088 0.212 0.42 Column 20 End rr -77.595 -18.095 0.139 0.057 0.196 0.212 0.92 Column 20 Edge ss -77.595 -30.977 0.139 0.027 0.166 0.212 0.78 Column 21 Interior rr -82.175 -13.340 0.106 0.009 0.116 0.214 0.54 cY email: Support@Adaptsoft.com website: hftp://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 1 Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 6 - west Date of execution: May 14, 2007 File Name: 6thLeft-05-01-07.adm FLOOR-PRO Ex V Column 21 Interior ss -82.175 -11.268 0.106 0.008 0.114 0.214 0.53 Column 22 Ede rr -42.323 -28.770 0.085 0.028 0.113 0.212 0.53 Column 22 End ss -42.323 -12.481 0.085 0.009 0.094 0.212 0.44 Column 23 Interior rr -129.778 -56.691 0.168 0.039 0.207 0.214 0.97 Column 23 Interior ss -129.778 -4.291 0.168 0.003 0.171 0.214 0.80 Column 24 Interior rr -94.416 -16.084 0.122 0.011 0.133 0.214 0.62 Column 24 Interior ss -94.416 -1.931 0.122 0.001 0.123 0.214 0.58 Column 25 Corner rr -64.640 -10.595 0.193 0.076 0.268 0.212 1.27 Column 25 Corner ss -64.640 -44.453 0.193 0.006 0.198 0.212 0.93 Column 26 Edge rr -46.225 43.504 0.092 0.043 0.135 0.212 0.64 Column 26 End ss -46.225 9.803 0.092 0.014 0.107 0.212 0.50 Column 28 Edge rr -57.769 7.162 0.104 0.006 0.110 0.212 0.52 Column 28 End ss -57.769 -37.083 0.104 0.009 0.113 0.212 0.53 Column 29 End rr -73.938 46.398 0.123 0.003 0.126 0.212 0.59 Column 29 Edge ss -73.938 23.223 0.123 0.016 0.139 0.212 0.66 Column 30 End rr -32.150 -10.961 0.068 0.005 0.074 0.212 0.35 Column 30 Edge ss -32.150 -6.022 0.068 0.007 0.075 0.212 0.35 Column 61 Corner rr -13.906 -0.095 0.102 0.034 0.136 0.212 0.64 Column 61 Corner ss 13.906 0.782 0.102 0.029 0.131 0.212 0.62 Load Combination:Strength( Dead and Live) V Label Condition Axis Factored shear Factored moment Stress due to shear Stress due to moment Total stress Allowable stress Stress ratio k k-ft ksi ksi ksi ksi Column 1 Corner rr -28.139 -24.267 0.067 0.045 0.112 0.212 0.53 Column 1 Corner ss -28.139 35.061 0.067 0.018 0.085 0.212 0.40 Column 2 Edge rr -159.017 75.924 0.227 0.050 0.277 0.212 1.31 Column 2 End ss -159.017 96.967 0.227 0.009 0.236 0.212 1.11 Column 3 Corner rr -109.966 -91.568 0.262 0.018 0.281 0.212 1.32 Column 3 Corner ss -109.966 86.619 0.262 0.014 0.277 0.212 1.30 Column 4 End rr -192.608 -68.727 0.305 0.030 0.334 0.212 1.58 Column 4 Edge ss -192.608 20.252 0.305 0.015 0.320 0.212 1.51 Column 5 Corner rr -75.001 -10.123 0.179 0.042 0.221 0.212 1.04 Column 5 Corner ss -75.001 2.980 0.179 0.061 0.240 0.212 1.13 Column 6 Corner rr -69.190 -20.035 0.165 0.028 0.193 0.212 0.91 Column 6 Corner ss -69.190 37.363 0.165 0.010 0.175 0.212 0.83 Column 7 Corner rr -100.906 -45.145 0.241 0.024 0.264 0.212 1.25 Column 7 Corner ss -100.906 -16.476 0.241 0.058 0.299 0.212 1.41 Column 8 Corner rr -82.112 -56.260 0.245 0.007 0.251 0.212 1.18 Column 8 Corner ss -82.112 -0.520 0.245 0.077 0.322 0.212 1.52 Column 9 Corner rr -75.482 -63.924 0.225 0.023 0.248 0.212 1.17 Column 9 Corner ss -75.482 -17.727 0.225 0.044 0.269 0.212 1.27 Column 10 Edge rr -152.902 19.806 0.218 0.013 0.231 0.212 1.09 Column 10 End ss -152.902 42.269 0.218 0.094 0.312 0.212 1.47 Column 11 Corner rr -58.023 53.995 0.138 0.016 0.154 0.212 0.73 Column 11 Corner ss -58.023 3.542 0.138 0.048 0.187 0.212 0.88 Column 12 Edge rr -109.188 91.693 0.156 0.060 0.216 0.212 1.02 Column 12 End ss -109.188 46.026 0.156 0.079 0.235 0.212 1.11 Column 13 Interior rr -95.740 11.083 0.097 0.005 0.102 0.212 0.48 Column 13 Interior ss -95.740 -11.715 0.097 0.006 0.103 0.212 0.49 Column 14 Interior rr -107.034 26.591 0.108 0.014 0.122 0.212 0.58 Column 14 Interior ss -107.034 11.254 0.108 0.006 0.114 0.212 0.54 Column 16 Interior rr -227.620 137.518 0.230 0.070 0.301 0.212 1.42 Column 16 Interior ss -227.620 -94.157 0.230 0.047 0.277 0.212 1.31 Column 17 Interior rr -105.391 58.458 0.107 0.030 0.137 0.212 0.64 Column 17 Interior ss -105.391 -7.002 0.107 0.003 0.110 0.212 0.52 Column 18 Interior rr -191.673 105.383 0.194 0.054 0.248 0.212 1.17 Column 18 Interior ss -191.673 48.172 0.194 0.024 0.218 0.212 1.03 Column 19 Edge rr -38.733 -20.719 0.077 0.020 0.098 0.212 0.46 Column 19 End ss -38.733 6.814 0.077 0.013 0.091 0.212 0.43 Column 20 End rr 94.573 -27.634 0.170 0.075 0.244 0.212 1.15 Column 20 Edge ss -94.573 -31.228 0.170 0.027 0.197 0.212 0.93 email: Support@Adaptsoft.com website: hftp://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 2 Project Name: FOUR SEASONS Hotels and Resorts Specific Data: Level 6 - west Date of execution: May 14, 2007 File Name: 6thLeft-05-01-07.adm FLOOR-PRO Ex r X Column 21 Interior rr -102.003 -16.420 0.132 0.011 0.143 0.212 0.68 Column 21 Interior ss -102.003 -23.867 0.132 0.016 0.148 0.212 0.70 Column 22 Edge rr -47.219 -39.656 0.094 0.039 0.134 0.212 0.63 Column 22 End ss -47.219 -12.740 0.094 0.012 0.106 0.212 0.50 Column 23 Interior rr -153.658 -60.733 0.199 0.042 0.241 0.212 1.14 Column 23 Interior ss -153.658 -15.045 0.199 0.010 0.209 0.212 0.99 Column 24 Interior rr -114.815 -8.655 0.149 0.006 0.155 0.212 0.73 Column 24 Interior ss -114.815 9.182 0.149 0.006 0.155 0.212 0.73 Column 25 Corner rr -73.461 -5.415 0.219 0.076 0.295 0.212 1.39 Column 25 Corner ss -73.461 -51.102 0.219 0.007 0.226 0.212 1.07 Column 26 Edge rr -50.283 51.252 0.100 0.051 0.151 0.212 0.71 Column 26 End ss -50.283 13.283 0.100 0.013 0.113 0.212 0.53 Column 28 Ede rr -64.476 5.900 0.116 0.005 0.121 0.212 0.57 Column 28 End ss -64.476 -45.914 0.116 0.015 0.130 0.212 0.61 Column 29 End rr -85.943 57.075 0.143 0.005 0.148 0.212 0.70 Column 29 Edge ss -85.943 20.559 0.143 0.014 0.157 0.212 0.74 Column 30 End rr -41.781 -16.665 0.089 0.004 0.093 0.212 0.44 Column 30 Edge ss -41.781 -8.755 0.089 0.010 0.098 0.212 0.46 Column 61 Corner rr -22.328 -0.544 0.164 0.052 0.216 0.212 1.02 Column 61 Corner ss -22.328 -1.648 0.164 0.044 0.208 0.212 0.98 Legend: CONDITION (a)=Program does not check for this column. No result! email: Support@Adaptsoft.com website: http://www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 3