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Home My WebLink AboutVAIL VILLAGE FILING 5 BLOCK 2 LOT E TIVOLI LODGE_003 LEGAL.pdfRocky Mountain Prestress Engineers: Linskens, Hanlon & Wasinger Date: 05.26.04 File: COVER-deferred.DOC P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 20221 Fax (303)43$0451 Phone (303) 480-1111 Sheet Number: i Job Number: 404005 Deferred Submittal Engineering Calculations RMP Project Number: 404005 Tivoli Lodge The seal of fabricator's professional engineer afiixed hereto applies only to this Jirm's fabricated products designed to meet structural criteria provided by the Engineer of Record. lt is requested that the Engineer of Record check this work for general conformance with the design concept of the project and general compliance with the information given in the contract documents. -k-ee*.=*--*];Jfwo RMP Personnel Salesman. Estimator Drafters. Design Engineers Town of Vail [r#j#t{r$ fnfl hPPtfrytl J(/,y i s IA0+ Rsdtr y,t#, gU,Tf,q#y eHegfHFgS Buddy Kirchmar Don Berry Paul Withrow Chad McKinney Jim Linskens, P.E. John Hanlon, P.E. Mark Wasinger, E.l.T. Sammy Tsirkin ' RECEI\l EO Checker & Job Coordinator (}FFHGE CIIPY -r-\ -) n\J-do t / . 6u' ROCKY MOUNTAIN PRESTRESS Engrs: Linskens, Hanlon & Wasinger Date: 04.26.04 File: TOC-S4.doc Tivoli Lodge Tivoli Lodge Submittal 4 CONTENTS P.O. Box 21500, Denver, CO 80221 5801 Pecos Street. Denver. CO W221 FAx (303) 43$0451, Phone (303) 480-1111 Sheet No. ii Job No. 404005 J ss 4 2a 03.10.04 04.26.O4 04.26.04 04.26.04 *General Criteria Slabs Beams Columns -1.0 2.0 3.0 4.0 $U *1 $e' 03.10.04 -6.0 *Stairs Connections 04.26.04 7.0 Notes: (1) * Asterisk indicates previously submitted item(s) which are not included in this submittal.(2) New items for this submittal are shown in bold. ROCKY MOUNTAIN PRESTRESS Engrs: Linskens, Hanlon & Wasinger Date: 05.06.04 File: TOC-Sec5-S4.2.doc P.O. Box 21500, Denver, CO 80221 5801 Pecos Stfeet, Denver, CO 8f.221 FAX (303) 43$0451, Phone (303) 48G1111 Sheet No. 5.0 Job No. 404005 Tivoli Lodge Tivoli Lodge Submittal 4.2 WH SECTION 5, CONTENTS WALLS SUBMITAL DATE SUBMITTED DESCRIPTION PAGES *5.1 -WA Vertically Spanning Bsmt Wall -5.1.1-1 1 *5.2 -WB Horizontally Spanning Bsmt Wall -5.2.1-1 1-R1 1 1-R1 1 1-R1 I 1-R1 I 03.10.04 03.10.04 03.10.04 04.02.04 03.10.04 04.02.04 03.10.04 04.02.04 03.10.04 04.02.04 03.10.04 04.26.04 04.08.04 04.08.04 *q 1A 04.28.04 *5.17 Wt 0s.06.04 5.18 SP-1 05.06.04 5.19 c6.lo.ily tx-o P9,1l ,o+ 5,Ll s .L7 -o+ 5.7r.\rqutb g.r1.o+ 9.?N Stair Core 1 Walls Stair Core 1 Walls Wall Loads at Grids C,D,E,F Wall @ Grid A, 3-to.5 with . Tube Steel at Bottom Piece W42 & W44 Spandrel SP-1 Wall @ grid C from grid 5-to-7 lrr"Z@ 0*@ VttdLse(6) wlzoprt+z ffio@aaa>@ -5.6.3 '5.7.1-1 5.7.2-7 -5.8.1-33 .5.9.1-29 .5.10.1-7 -5.11.1-14 -5.12.1-13 .5.1 3.1 -1 1 -5.14.1-8 4x.5.Lo.{- 9.lte.l - lt' -5.17.1-11 5.18.1-5 5.19.144 5.2-o.t - 5$ 9.21. \ -tz, 5-22.\ - 15 5.?l.l - 1 -5.3 '5.3 *5.4 -5.5 *AE *qA *5.6 -5.3.'t -19 -5.3.20-34 '5.4.1-10 _Wall Loads at Grids C,D,E,F *5.4.1a1-5.4.8a r'---=-WE ', Deep Bm Design for Interior Walls -5.5.1-3 { Deep Bm Design for Int. Walls *5.5.4-14 -lnierior Wall Bearino at Column -5.6.1-2 Interior Wall Bearino at Column *5.7 WC, WF Continuous Ledge at Walls 5.7 WC, WF Continuous Ledge at Walls "5.8 WH,WJ Elevator Core Walls "5.9 WH Stair Core 2 Walls 04.08.04 -5.10 WG Walls at Octagonal Tower 04.08.04 -5.11 W1 10" Wall Panels Along A.5 04.08.04 .5.12 W3 10" Wall Along 4.5 from A to 8.5 04.08.04 -5.13 W4 10" Spandrel Along 3 at B 04.08.04 .5.14 W5/ hrl, 10" & l2 Walls Supporting the Spandrels at A.5-3 and A.5-4.5 -4 4.1 4.2 4.2 ].a (1) - Asterisk indicates previously submitted item(s). i:i itr;hffittrs,:'"illf{r"*n '-' $inlr|ffil0 F0R APPt0llAt 4.+ 6 5 Notes: t4AY eq ?00't @ blllwa+ HOOKV Ni@UT(Tfi N F HESTNEgS ROCKY MOUNTAIN PRESTRESS o Engr: Ely, Hanlon & Wasinger Date: 04.02.04 File: TOC-Secs-1.doc Tivoli Lodge Tivoli Lodge 'lst Resubmittal of Submittal 1 SECTION 5. CONTENTS WALLS P.O. Box 21500, Denver, CO 8022.1 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Sheet No. 5.0 Job No. 404005 1-R1 1 1-Rl 1 1-R1 1 1-R1 1 -5.1 '5.2 -5.3 5.3 5.4 '5.5 5.5 .5.6 5.6 -5.7 03.10.04 03.10.04 03.10.04 04.02.04 03.10.04 04.02.04 03.10.04 04.02.04 03.10.04 04.02.04 03.10.04 -5.1 .1 -1 1 -5.2.1-1 '5.3.1-19 5.3.20-34 '5.4.1-10 5.4.1a1-5.4.8a -5.5.1-3 5.5.4-14 '5.6.1-2 5.6.3 rE 1 1 I 'WA Vertically Spanning Bsmt Wall "WB Horizontally Spanning Bsmt Wall Stair Core 1 Walls Stair Core 1 Walls Wall Loads at Grids C,D,E,F Wall Loads at Grids C,D,E,F Deep Bm Design for Interior Walls Deep Bm Design for Int. Walls lnterior Wall Bearing at Column lnterior Wall Bearing at Column Continuous Ledge at Walls Notes: (1) (2) (3) * Asterisk indicates previously submitted item(s) which are not included in this Re-submittal. 1-R1 = 1"r Resubmittal of Submittal 1. Resubmitted ilems are shown in bold. P.O. Box21500, Denver, CO 80221 580'1 Pecos Street, Denver, CO ZOZ21 Fax (303) 433-0451 Phone (303) 4gO-1111 Sheet Number: 5.0 Job Number: 404005 SECTION FIVE- WALLS Rocky Mountain Prestress Engrs: Stefan Ely, P.E. Date: 313104 File: TOC secS.DOC Tivoli Lodge & Mark Wasinger 1 1 1 1 1 1 Vertically Spanning Basement Wall Horizontally Spanning Basement Wall Stair Core 1 Walls Wall Loads at Grids C,D,E,F Deep Beam Design for lnterior Walls Interior Wall Bearing at Column Continuous Ledge at Walls E I I .a,1 5.2.1 5.3.'1 - 19 5.4 .1 - 10 5.5.1 - 3 5.6.1 -2 5.7.1 WALL DESIGN-WA .'.t.l P.0. Bor 21500, Demer, C0 80221 5801 Pccog Strcc{, Dcnv3r, C0 80221 Rocky Job litle Mountaln Prestreee TIVOLIVILLAGE -rril (303) 433-0151, Phone (30J) 460-1111 OK D,ote 2/19/04 Jo6 No Dote Sheet CIP TOPPING P/C SLAB 12,, THICK FOOTING Subject Bsn/ LJall "WA" P/C WALL 8177'-10" T.0. s.0.G. 8176'- 0" FOOTING /5{x5o, I z. o_a )) =-) F E 1'7sPlf - xl,7 coNTROLLtNc BASEMENT WALL pFStcN (SOUTHERN WALL) f 1) cn pnr rnt r\/ AT prcr rr rrn nrNrerrv I vi LvrJt y f1 | l\LJ, I LvtL./ L,f Lt\Jt I t. / ?) 1rT nr qnlt /q1 lpnr r ^ ne.-\ r .ln vr i n - -\_/ ,, , \__,.cHAHGL) ABOVL T.0.F.F. t0R SN0W. 9=<Y . 6"'O r\. r\- - =Y l4r @ -)) = o- blYU -b MAN FLOOR x lxq - / l. ?2x 50 = 76p$/ 7'V / 63"olf Jacldr'ed - _)_J = t \- /ft'I :9/\l-k'/ ,lr\ / \at F- 'iraiffr = o_ F-lCO I I 4" S.0.G. F\lCO I !'.) t3t8Flf fr etered 44400 5-B smtWall-Colu mn tnteraction-V 1 .7 .xts DesignCritena 5,/. /2J19/2004 3.49 PM \ L,ob 404 00 5- Bsmtwall -Cot u m n t nte ra ction-V 1 7. x I s InteractionData g?2/19/20A4 3;49 PM <'tz ,*) . r. t// ockY Mountain Prestress 5801 Pecos Streel Denver, Colorado E0221 Siii;ifl;;; r)") Interaction Curve Data I l, I I l' l, t1 ti tl I It tt It It It It tf |l tf It tl tf |-tr IE t.T IF t F F T t-r r- t- ,.E 1l.410 </u oq x+ E .\s \E OE >s \\\ x N ; () (l q c0 c.) ...:r..,.' ','..'.:..'.....: t - '. . . ,,1 . :r'iJ.',.; ,,tl, , '.'. .,:1...,,.-r, r. r i,!l"i 1ri .r',: .". ' '- th .g 8*C! .-. E \\)r O a' ..'.1,' , :'.':.- .. : ,.:-. - . . ,,,- , ; ]' -:- r.l -.' 'r- ':'a: _: I :i'.'.t ;" i'r; r ': r.l i .,- .' ':1 ,;r :;i.,; ,';..;: ''. , : l'r.r. .14' 'n I : 1.:-:. ,. \-..\ -. '-,\ - - . ..: , . l\- .r',lnli \,\ .;\.. :r'.' . \ :. ,l ; " \ .-'.1 i I .1.i , \'_::r. - l. --:.. ";.'\ - r,1 '-\-:l::.,: . .'| .:' : ': . :.::. :.: - '.'r :" r . r .:r"- ,. /'',:r:.r_" .: :i:'..':-..'.. ,:r,,, .fii '.:r\'t, :., . .,,: t.:. "ti ,,1 :,':i.-:. \----- .: i,'' .,, -/.,)x 9tE O N I I I ...'.: ,. i.:l r. ' . :::. l .: i t-.. . : ;:,1.r:11. ,.: 'l . : :.''-.,':' ..,, .'l ..t:.:,. ' : | :: :. I :.. ." - l. ..... .,..,i . t'- ' 1., .. ..:. " ''.t .r, .' . ... '..:'. .t. .r- , l: ,' . , .:, :,1 -.:_:r.l , ,: .,. -t' :t:.. :ri WJ \ n \l / o O lf) O l'a N (sd1fi'ual O N 4 040 0 5-V e ftica lW a | | Loa d s. x I s Top-of -Bsmt-Wall @ r t f 2n9/2004 ',-/t.t.- 2:21 pM Mounlain Prestress 5801 Pecos Street Denver, Colorado 80221 phone: (303) 480-11 11 fax: (303) 433-0451 ocky Mountain Prestress Prciect;Tivoli Lodge UA400Sj Engineer:Mark Wasinger 38029 ChK,d BV: Level B horiz (ft) 0) horizDL (Psf) 6) horizLL (psfl P othoriz (ktf) P tt noriz (ktfl Roof 15.00 159.33 40.00 ,7A 0.60 Sth Level 15.00 1s3.00 40.00 2.30 0.60 4th Level 15.00 153.00 40.00 21n 0.60 3rd Level 15.00 153.00 40.00 Z.JU 0.60 2nd Level 15.00 153.00 40.00 Z. JU 0.60 1st Level 15.00 153.00 40.00 z. Ju 0.60 Bsmt Level 0.00 0.00 0.00 0.00 0.00 ffi-f'-kt-kjfi--- (-ktrf, B ven (ft) 6) veftDL (ps0 P ot ven (kt0 000 0.00 0.00 000 0.00 0.00 10.00 94.50 U. VJ 10.00 82.00 0.82 10.00 82.00 0.82 12.00 157.00 1.88 0.00 125.00 0.00 ffi P or=18.33 (kt0 P tt=J. OU (kt0 Prt.Z I.JJ (kt0 P,,-31.79 (kt0 P - 2t AK(?\ -I u =:l'Q L:,/ -'4 {l=. 63,6ttK N, " 5,3'R -/ frsntt tJqll 40 4 0 0 5-V e fii c a lW a ll Loa d s. xl s Mid-Ht-of -Bsmt-Wall 5,1.6 ']?!:::i, ocky Mountain 5807 Pecos Sfreet Denver, Colorado 80221 phone: (303) 480-1 11 1 fax: (303) 433-0451 Bocky Moun tain Prestress ProJect hvoti Lodge (404005) Enqineer:Mark Wasinger Date:38029 Chk'd Bv: lWatt toaa aravitr l Level B horiz (ft) U horizDL (psf) A horizLL (psD P ot horiz (ktD P tt horiz (ktf) Roof 15 00 159.33 40.00 2.39 0.60 sth Level 15.00 153.00 40.00 2.30 4.60 4th Level 15.00 153.00 40.00 Z.JU 0.60 3rd Level 15 00 153 00 40.00 22n 0.60 2nd Level 15.00 153.00 40.00 2.30 0.60 1 st Level 15.00 153.00 40.00 2.30 0.60 Bsmt Level 0.00 0.00 0.00 000 0.00 ffir+l-- Tkarf---u=n B ven (ft) 6) vertDL (psr) P ot veft (ktD 0.00 0.00 0.00 4.00 0.00 0.00 10.00 94.50 u.95 10.00 82.00 0.82 10.00 82.00 0.82 12.00 1 57.00 1.88 o. /J 125.00 0.84 l-ffi'l ffi 19.18 (kt0 Pu=3.60 (ktD P-, -zz./a (kt0 P tt-32.97 (kt1 236til()il'r= 5, /,7 -?:o.co-u c -.{ il E o -fl {-}u {u q{ ol a JJ + tl -t-'d {t| d tl H rll -c UI UI -t.) |.f,! u' '{ Cl I tl .-l IJ o.c ;r.a tr 'd J c rj JJ H T Lft <:}(} -n o -t tlt o o €.{}-!tl H rll E F. tt d ,-l i{ E' E at l-l OCr C) -J AaJ tl ',1 ql .rl n .rl .l.l U i H q) ll r''J fi it f1 0r I r-l Itl ||tl d ,'{ It) e.o. da// 5 /,8 DT BEA]'I version 1.0 t******t************************************************************** Fi.1e Name = C: \DTBeam\404005\404005-Bsmtwall.drb.rxt it*****t*t*****************************t*********t******************** Comment s : =:-======t***************l******************** Tivoli Lodge (404005) Rocky Mountaj.n Prestress Mark Wasinger 2-19 -2004 *****************i******************* Unrts: Q.trc | 6m Force Deflection RoEat,ion = English #L =in = rad qher Dl.^na1.f i aa . Length = [ft] Area = [fr^2]Elasticity = tk/in^21 Densiry Number of beam spats = 1 Span L,ength Area 1 r? c? n a??? Inerr.ia = [ft^a]= ik/fr^31 TF^e!.i -r rrtJ' LId 0.0482 Elasticity Density 4074 0 Support Properties: kx = ky = tklinl kz = lk*frlrad] sgp Type Fix Kx Ky 1 Pinned xy 2 Pinned xy Distributed Loads on Spans: w1 = w2 = tk/ftl or lk*frlfr] RotaLion = Kz Irad] Rotation Span w1 1 1.318 \t2 a 0.153 0 - ! - tr-LJ -r5 - f, / ulr -Y Concentrated Point. Loads on Joints at Supports: P = Ikl or [k*ft] Joi.nt P Dir z ).5 L (/a ****t***********t**************li*******************************r***i* RESULTS OF ANATYSIS *****************************t*************i************************** Force = [kJ or [k*ft]Displacement = [in] or [rad]Location = tftl SUPPORT JOINT REACTIONS (in direction of rotat.ed joint axes) ============ o JOINT 1 2 X-REAC?ION 0. 00000 0.00000 Y-REACTION w # Z-MOMENT 00000 00000 0 0 MEMBER INTERNAL, PoRCES (at even intervals along span length) SPAN 1 AXIA].,, SHEAR MOMENT 0 0. 00000 6..72097 0. o00oo I 0. 00000 5. 01081 '1 .94229 2 0.00000 3.45,739 13.6?024 3 0.00000 2.05070 17.39654 4 0. 00000 0 .82074 1 9.33387 s 0. 00000 _o .26249 t 9.59491 6 0. 00000 _1.18898 r8 .69237 , 7 0.00000 -1.9s874 15.53891 I 0.00000 _2.57I.16 t3.44725 9 0.00000 _3. 02805 9.53004 10 0. 00000 _3 .3275t 5.30000 SUPPORT JOINT DISPLACEMENTS (in direction of rotated joint axes) JOINT X-DISPLACEMENT Y-DISPI,ACEMENT MEMBER DISPLACEMENTS (at even int.ervals along span length) 1 0.000000000 2 0.000000000 0.000000000 0.000000000 0.000000000 0.000000000 0.000000000 0.000000000 0.000000000 0.000000000 0. 000000000 0. 000000000 0.000000000 n n nnnnnn nA v - vvvvvvvvu 0. 000000000 Z-ROT.ATION -u.vv5lrtz6u 0.003432658 SPAN 1 0 1 1 3 5 7 9 10 0.000000000 - o nq, qn'r ,('r -0.098940088 -0 1?r'Ar6d?1 -v.!)tz53.9hs -u. r09050J / / - 0.134303456 -0.099007247 -0.053249703 0.000000000 Z - ROTATION - 0.003292280 -0.003092425 - 0. 002555404 -0.001812379 - 0. 000924307 0.000018064 0.000944191 0. 001793741 0.002515583 0.0030'12'797 0.003432558 X-DISPLACEMENT Y-D]SPLACEMENT MAXIMT'M / MINIMW SPAN SHEARS SPAN MN{ SHEAR LOCATION MIN SHEAR LOCATION i 5 .72097 0.0000 -3 .327 67 13.5700 5, /,/O r.rlJ(IMtM / MINIMW SpAl{ }'|oMENTS =================================================================== SPAN MAX MOMENT LOCATION M]N MOMENT LOCATION 1 19.74074 o,1z5r 0.00000 0.0000 MAXIMTJI'' / MINIMW VERTICAI SPAN DEF],ECTIONS =i = =E == = = =======s===EE== ============== ========== ===== == =====E= == ===sPAl{ l'lN( DEFLECTI0N LocATIoN MrN DEFtEcTIoN rocATroN 1 0.000000000 0.0000 -0.1G453?930 -._. S.t3gl _. @ 404005-Bsmlwa sReinl rls ManuelMomenllnpul 5,/,ll 2i19/20U 343PM 5807 Pecos Slreer Denvet, Colo?da E0221 phone: (303) 480-1111 lax (3a3) 433-0451 Rocky Mountain Prestress Loads &:Gepmatry (input) Eadh-Presswe @ Rest 12' Sttip ol wall width (ihput) Wa thickness (input) Deplh ta Reinlorcetnenl (input) Length Between Suppo,.ts Bespnentllan_S@eh o.rcsign-CLiterjp (inpul) Unil Weighl ol Concrcte (input) 28 day ComTessive Strcngth ot Concrete (input) Yield Strength ol Reinlorcemenl Compression Zone Faclu F a c t qgd_ Beo dng_Mg.ngal Factored Mamenl (pc\ (in) (in) (fu (pc| (psi) (psi) (n/a) t L =F 12.4 = b 5,000 . l.' 60,000 = ty a.aoa . f t tc ty M" Vertical FleW Reinforcemenl Rato Required by Flexurc (n/a) p (4R).Reklorcehent Ratio Reqrhed by Flexute (n/a) (4R). p Minihum Required Retnlgrcement Ratta (n/a) p* Balenced Reinforcement Ration @/a) pt Maximum A owed Reintorcehent RatD (n/a) p ^,Reinlorcement Ratio Used tl,/a) p,,.a Flexuat Reinforcement @ Tension Face in' /fl 6,) E, Vertical Temperature AsTabar = O. retv (ffk)19.74 = M, 0.0a70o2 = (43), p 0 003536 = p*^ 0.433537 = pD 0.025153 = pN' 0.005255 = p -.d 0.536 = (A')u Reinforcemenl Ralia Requhed by Flexurc fn'. ft) (A,),.,p . fi/2),(o.oa2a)'@=12'),(t) Controllino VerTical Reinforc Cont rdhng Ve dical Reml orce me nl (in'z/f0 6,)-d = targer of: [(A,) k, & (A "),".v] S36inz - a. t4oin|/fr = 0.120 = (A,) Use 4x4-W4.oxw4.0 WWF Each Face u.tJo = t^,) --a Use *6@12' Verl. @ Tens. Face 0.120 = (4,)h"", Use 1x4-W4.0rW4.0 VWVF Each Face or n7 :wv'r@W HorizanLal Temperature & Shrinkaae R Insigle3 Outsislgf:a9qs Reinlorcemenl Ratio Required by Flexurc (in'/ft) (A,) h-i, = (1/2fp.oo2ofq=12"f$) Prqect:Tivolt Lodqe l4A40O5) Ma* Wasngel )ale 19-Feb-1a )hk d By (See Previous Paoe lot St<elch) ,/' = ACI 10.2.7.3, p9. 103,89AC1 p9. 63, Wi iams a big long equation F,3r p larger of : I(3'sqd(lc' )/{y) E(200n9} 0. B 5'87 000' ! 1'lc ny' ( 67 o00+ly) 0.75'p b a complicated 'if statement Rocky Mountoin Preslress P.O. Box 21500. Denver. CO 80221 5801 Pecos Stre€t. Denver. CO 80221 FAX 303/433-0451, Phone 303i480-'1 1 I t ,orr't," 4.v ot-\ N t"-u }-i-= t6,J \-. $\q By )Pt-I on" 4ll- ,oo^o 4a*oos: suqect4 l. tT ts lwrl **Pzr-'tt-xtc-t--.w Ara N - Lo pr4, B*g-lN 6 l^J A/'L! leptf or ail-€-- Vt--!tafi L. CF4-1- p[g-l- &,alL kceaeo6t6L\ 4,rz .toor*jo* V. .t:-;sxt4s'x t€ rh., = 2.411*lU %* = ,tao r , Eu * V, tzs * t4.S *f, = 4.ZL1vll-+ V=o € : +#;'e4 Aepay -- '.*ZZ6L 4e ,+Lz+eL\ -- .too+ .og,Dr,t-1.tL. = .tttrTe ' b.tL1 ly' = '?-a * L:L1 - .urt?e cJLt- - rq .tar.4xc.rr1'r! < tz-a4,1+,k- t". ti:r(r: -',f)il- +.2r,+ --.q. +,/-{+ *84 Goo\ Date- sn""t 5- l-lLA or- rs tAae-fi,ty 9lLrtJ r Ftr't*rrt dBy AL .+ Nr y\/ 4o r-s s r +T?Nf- lJ) eYPael e.rt6-;e*. / Jr1rb Lt) r-D '-:Ft y tZO e\ I tJ,T--UA*kz rt A d f o r's 5 H-.a g-l * t f lrl, t^,&{.<€e tJ rT-t4 M-o->€J-fa€-' l-E:'l4L! 0 F ?U l* d Fare- Ust- M Rocky Mounloin Prestress .-.'^ '-r er /.U, t/ q n/R7t-Au Ta. P/s .5LAB I tA7 t_ 2 B.a, P/5 5L;13 '6tE6'-v,, d)= lf {pcf ..lr'= fua7s; pt=o,OUi3f.,=fusd |rot = o'ot56q6 fcn;n = o,N353€ f na#E a,02t/5J Uo[ Oesisn - w6 -^f O. 8ox 21500, Oe,rver, CO BOZ21 _ )our Hecos Streel, Denvef CO 8aZ?1 sAX 303re33-0a5r. phore 303/4AO-. 1- . b JOo N0. s,2,/ loloof OK Loads 1!= 7oi \o -l tetN_ ggp-f averoSe /3.{x1olloo =-7t5pf ' tI bd. = /5 2l tn- t- /3.5oJt = /, /27 )n1/ft /no'a b: 'hoYri z f eb"" |xt/-w '1,0x h/t/-a u'^lr Fac€; 4 oJen"o.€, horiTi !x1- u1.ot h)1,owdP F- *'t @ Tq'a.c- verB fAs e.o";aed t7 dl^)F = L 'qr'/-u't oivl'o' ft,,,;,or Q ortsiae \e \- -<t t. oOT ;n"/f,t it \U ,ky Mounioin Presfress PO. Box 21500, 0enver, CO 80221 . 5801 Pecos Street, Oenver. CO 80221 FAX 303/433.0451, phone 303/4A0.111 1 // ^-,^ 2/23/01 ,. ldlaaf 9ale ,/ / JOb NO I Oale - Sheel -_-ot - !I t I 1-., , bsnt r^)a// \ -Zttt;de Ece 6) I 72"a. c. v"rt 'e e// "/-r ,bn z' ---"-=--. By By t"'ui$"FU \ t^.) t-,J r. 4't tp. Jn:de / tr tu,* ,Fra rr/er,br Ece | -Iill= nlt= f!. I J :s- Rocky Mounloin Preslress Job Title Subject T'a-ul ,, J FL 0",,,oo*o. *a4oo E; I crrecreo ey Dare- sn"a 5'2.L or- PO. Box 21500. Denver. CO 80221 5801 Pecos Street. Denver. CO 80221 FAX 303/433-0451 , Phone 303/480-1 1 1 1 '1.|F1 t t-e11 6oro.,- \Uf<-<_, ,_\..lPty-r-.\ HrcjrerE g-P (e TAut-r | *'*'u +.zzqui Q+: LFzl ,*L ftorrr3- lareVut= g241tD fe-{ s,l -v Kr o u-lo, \ e Kutr =- 1.1 ?r= 4.21,-, ,+F J ' 4M Mru = 0{€d\ 4b re lLt 6|t14, d.\o t^rLL =513,-*lL 3'-O M-- l= 1,:, - 1486t.,"-L = 1o o r,-.-E Lt5Q.,*L ROCKY MOT]NTAIN PRESTRESS, 5801 N. Pecos Street Denver. CO 80221 INC . (303) 480-r.r.11 Date ; 4/12/ Proj No. : 404005 --- DESIGN STRENGTH Project Engr: Jim Linskens, P.E. Project Name: Tivoli Description : WB @ Top of Wa11 --- INPUT DATA --- POSITIVE MOMENT SECTION .:a^m-fr\' --- ----- Mif ari.: l Dr.\yrFrl- i = 54.00 In F'c = 5.00 Ksi Fpu = 270.00 Ksi = l-0.00 In Fy (Bar) = 50.00 Ksi Fse = L?L.00 Ksi = 54.00 In Fy(wwF) = 65.00 Ksi Ese = 0.0060 Inlln = 10.00 In Betal = 0.80 Ecu = 0.0030 Inlln r Bw LeveL 1 ) phi ------- Steel- Type Mild Rebar WwF (Mesh) 0.90 nafinirian ------- Size Qty. No. 6 Bar 13 .000 Tot in Sec. Depth (rn. ) 7.500 8.000 7.54 0.01s4 0.0249 (ACr o. oo33 (Acr Area (rn^2 ) s.120 0.540 Reinforcement Ratio Check (Ref ACf 10.3 & 10.5) Average Dj-st. d to Tensile Steel (In) = Reinforcement Ratio (Rho = As/bd) = Maximum Allowable Rei.nforcement Ratio = Minimum Affowabl-e Reinforcement Ratio = +*rtt. Average Distance to centroid of Tension Reinf DeDth of Equivalent Reclansular Stress Block Steel Level 1 2 Depth (In. ) 7.50 8.00 s tra in (rn./J.n., 0.0079 0.0085 (d) =(a) = Stress tK61,, 60.00 55.00 Flexural Design St.rength of NOTES --- l-. Development lengths are 2, 1.2 * Mcr has not been 3. Prestressinq strand is Section (Phi.*Mn) (Phi *Mn ) not considered che cked I-,ow Relaxation (AcI (ACr Y,."?*29 r.0.3 .3 ) 10 . s . 1) 7.54 In 1.65 In Force ( Kips ) 343.20 -K 4 In-K 12.2 &. r.2.10) 18 . L 3 ) A- t Jt >< | P.o. Box 215oo, ""fr hh, 5801 Pecos Street, Denver, CO BO2Z| FAX (303) 433-0451 , phone (303) 490-1111 Dare 3 1.04 Job No 404005 Date Sheet Of Jrtr Checked Pilaster :='NONE' Top Of Wall Elevation Top "1"u i=8240.i16.in By By f y:=60.ksi Steel Modulus 01 Elasticity E sr :=29000.ksi Concrete Unit Weight 1 c := 150'Pcf 26 day Concrete and Grout Strength Concrete and Grout Strain StaticFriction Coel. Shear Strength Reduction Factor Tension Slrengrth Reduction Factor Shear Wall Data Total Shear Wa Length L bl ,-tU.nf Itn Number Ol.j-evels Above Grade N lcvels i=6 Pilaster Dimensions 1 pilasts:=0.in w pilasrer:=o.in Pilaster Location fLEFT", .RtGHT., -BOTH', "NONE-) Shear Wall Thickness r wall :=8.in T)?ical Story Height Story:=16.n Footing Elevation Firsl Level Elevation Fool ekv :=81?4.ft+ 0.in Firsr clev:=6187.fi+6.in C onnections Total Nunber Of Foundation Connections Connection Number Location of C.onnections From Left End ot Wall Shear Wall Design Material Propefties Steel Yield Stress X %i=L tor- 15.in X c?i=Lror- lo.in Joints Number of Horizonial Joints above Foundation Elevation of Horizolttal Joints From Foundation Number ot Vertical Joints Location of Vertical Froin Lell End of Walt \0w ,. := l.0 f c:=5000.psi t "u i= oo3 P .j= 6 '''' {u:=085 o t:=0 9 H wall i:Top .1"u- Foot.1"" H wall = 66.5 fr **'*,@ 61 -llb 444 qe!l- Y'1@ n mn l= I .N connections ^ .^ .-) tn X "^ :=L ,^,- 5.in / 't^ -L t,r/G-I{ T (autkr = Strou-:n X is := ts in J c>rn a> [aa,1 \*.,6iirf ' -/\_..-z HJ i=N 1.""1. Joint Number h.) := ] .1r, Y;J=(o rr.s 23.5 33.5 43.5 s3.5)f( vJ :=2 Print 3t1t2004 9.1 8.00 Release 6. 1 x uj I :=0 fr+ 8'in X qr:=l0.fi J1404005\E&D\tn Progress\Calcs\Seciion5-- Watls\Stair Core .1.mcd Rocky Mountain Prestress Job Title Tivoli Lodqe X "ai=lo in 1of 9 Rocky Mountain Job Title Prestress STE Medium Connection CDB K^JI',L P.O. Box 2.1500, Denver, CO 80221 5801 pecos street, Denver, co 9022.1 FAX (303) 433-0451 , phone (303) 480-1 1 11 Date 3.1.04 Job No 404005 Date Sheet Subject StairCorel N&SWalls checked Diaphragm Shear Connection Capacities ._ I4.03.kiDs v ',' Dia l;shr '----:--=- i.ll rirvn _ ,=3l.84.kips ' ura_he8ry -l:jl- Veftical Joint Shear Connection Capacities Light Conneciion CD33 oVn CD 3: :=lf|$ Heavy Connecrion CD3S - I tt Horizontal Joint Shear Connection Capacities Light Connection CD37 SVn CD :l :=9 ?2 kipt Heavy Connection CD3B l. r5 Applied Loads LOads ln PSF Width oi Ljve Load Doubte Tee Levet Supported W 1"u"1, i=O.fi ['i=0.prf DT m :=00.psf By By Light Connection CDI Heavy Connection CDg oVn Dia_medium :=ll++le \0w 4Vr cn r< =9 65'kiPs - I,IJ 0Vn cn rn = l? 73 kips - L l) Topping SustainedDeacl Topm :=o.psf SDL, i=g.p1 1 2 4 5 o ^, c]fu ^n((nuJ r%*\Tu J :\404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1.mcd Ptinl31112004 9.18.00 Release 6.1 2oI9 Rocky Mountain Prestress Job riile Tivoli Lodge Subiect StairCorel N&SWalls Checked Shear Wall Design Material Properties Steel Yield Stress f y :=60.ksi Steel Modulus ot Elasticity E st:=29000.ksj Concrete Unit Weight '| -,-l)u.Dcr f c l=5000'Psi e "u i='oo3 I s.-.0./l { u:=0 85 i t :=0.9 Ltor:=10.ft+8.in Number Of Levels Above Grade N tevels i=5 Pilaster Dimensions I pilasrei:=O.ir w pilasrer:=0.in Pilaster Location ("LEFT', "RIGHT",'BOTH",'NONEJ Shear Wall Thickness t wa i=8.m Typical Story Height Srory:=10.fr f-^) t t,7., P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO g0ZZ1 FAX (303) 433-0451 , Phone (303) 480-11 11 sTE Date 3.1.04 Job No 404005 By By Oate Sheet r\{ rqq qes\lmes h+b^ d 28 day Concrete and Grout Strength Concrete and Grout Strain StatcFriction Coef. Shear Strength Reduction Faclor Tension Strength Reduction Factor Shear Wall Data Total Shear Wall Length Con nections Tolal Nuntber Of Foundation Connections Connection Number Location of Connections From Left End of Wall X %i=L tot- 15 in x c7:=L tor- lo itr Joints Number of Horizontal Joinls above Foundation Elevation of Horizontal Joints From Foundation Number of Veriical Joints Location of Vertical From Left End ot Wall se4 -zl A -l't aluah'ou ^+ btSlLO) /rr,nh nuL gve '' l-'avtti'n 1 +, lo^n 4*lr'o^ kurA , bd Sg \h<a, in/-o tnttain lqrel ,lio yhral^ l- K€u r t.ra. i/ 1l+<.1 4^1 Pilaster :='NoNE" Footing Elevation First L€vel Elevation Top Of Wall Elevation Fool€lev:=818?.n1L6.in Firstetev:=8200.ft1L6.in Toprlrul=8240.ftn6.in H *"11 l=Top "1"u- Foot "1"u H *a11 = 53 ft X "r '=5 in x c2 :=5.in X ", i=5 .in X "4 i= lO.io N 6qturelti9n5 i-10 n -n i= I .. N -nno6on" x ^. :=l5.in 5 X clo i=L tot- 5'in HJ :=N levels T Yjr'=(0 13 23 x "jr i=0 ft+E in Joint Number hj:=l..HJ 33 43) ft x vj 2 := l0.fi Ptinl311912004 9.18.00 Release 6.1 J1404005\E&D\ln Progress\Calcs\Section5-- . Walls\Stair Core 1 N & S rev.mcd 1of 9 Point Loads LOaO Number of Additionat Pornt Loads N Ioads i= lg Dead Live Oi1 Dt2 Dij Oi2 )tE Perpendicular stair wall load Perpendicular exterior wall ioad P.O. Box 2,1500. Denver, CO 80221 5801 Pecos Street, Denver, CO 9022i FAx (303) 433-0451, phone (303) 480_1i l j Date 3.1.01 Job No 404005 Date Sheet Of Load Number load i=j.. N 1o"6, 0.fr 0.fi 0.fi 0fi 0.fi 0.ft L ror L ror L tot L tot L tot L tot 0.5.L rot 0.5 L rot c.5.L tot l.5.L ror 1.5.L ror 0.5 L ror By By 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 9.5 0 9.5 0 95 0 9.-S 0 9.5 0 9.5 0 0 9.5 0 9.5 0 9.5 0 9.5 0 9.5 0 9.5 3.'15 3.75 3.'75 3_15 3.7s 3.75 3.75 3.?5 3.75 3.15 3.15 3.15 .klps .kips P1 *r11 :=8 rn Sroryf 1 . P2 *"11 i=6.in Srory 5 fi 1 . Based On UBC R1i- Pl wall = 9.5"kips P2 wall = 3.?5.kips J :\404005\E&O\ln Progress\Calcs\SectionS_. Walls\Stair Core 1 N & S.nrcd Nole: The Pornl dead and live loads are no1 'rnput as a matrjx wth (2) columns, The first column of the load inpul is applied in Direction I' and the second column is in Drrection 2. Tnis is ro iicounr ror DL and LL atplied ironipeipen&curar watts tn the comprestion block. Load Factors Ptint 3t1t2004 9.18.00 Release 6.1 i 'nEAD, o.e 1.2 I ,-._l "LrvE' 0 t.0 |Lf -t I l"LArERAr" r.0 r0 I t -' "cAsE r" 'cAsE 2" I Initial Guess For Solve Routine Rocky Mountain Presrress Job Tifle Tivoli Lodoe subjecr StairCorel N &SWalls load = 1 2 5 4 3 b 7 I 10 11 14 '15 16 17 18 0.5 Ston 1.5 Srory 5 Srorv 5 Srorv 4.5 Srory 5.5 Srorv l.5 Slorv L5.Srorv 2.5.Storv L 5.Slory 4 5 Srory 5.5 Sron 0.5 Srorv 1.5 Storv 2.5 Story .5 Srorv 4.5 Srorv 5.5 Srory A ,t".1 j= l in a610"1 i=I%L1o1 3ofg Rocky Mountain Prestress T,=.,r1 Job Title S ubject STE StairCorel N&SWalls Overturning Steel Requirements at Horizontal Joint for DIRECTION 1 Governing Load Combination and Load Factors: .l O Loac Case LoadCaseD* = ,0.9 DEAD - O ]'nr, - /*ir*. Load Factors LF 6."6Or^ = 0.9 LF 1;usD* = 0 DIRECTION 1 Summary - Loads on Wa ll P.O. Box 21500, Denver. CO 80221 5801 Pecos Street, Denver, CO 90221 FAX (303) 433-0451, Phone (303) 480_1111 Date 3.1.04 Job No 4O4OO5 By By Resisling Resisting Moment Momenl {Dead Load) IL've Load) M ome'rr {Unfaclored) (Unfactored) DirectionDR = "Easl' \0t'p L' lateralDR - I HorjzonlalJoinl TotalDead Elevation Fro m Load Foundation (Unlaclored) TotalLive Load (Unlacto red) ,i,bq :"j'"(5! ) teg) rs) ,_ .EV (ft)(kips) (kips)(kipft) (kip-ft)\,!r ]-:, 34 15.00 2480.00 245.65 189.47 Foundation Level 0.00 Level G+ 1 13.50 Level G+ 2 "3.+e Level G+ 3, 3e€o 150.43 0.00 1 106.31 I 0.00 0.00 551.73 0,00 1610.00 3.64 123.78 0.00 195.29 1_48 50.15 i Tensron(DIR) t+n1qp. ' _I conn"ciion tlumGr,--l - -- z -- 3 i-' 5 - 6*-r--t-*- I g ro conneciion Lo". nom r-"n tt""ij 6.qz ' o..ez o.az o.ai t.zs s.az g.ai - rozt ro.zs 10 2s G) Jr f t Foundation f"u"i r.aa i.44 1.44 1.44 j.44 049 o.it t.zs j.23 1.23 (Ut, *. ,1 Level G+ 1 1.oo 1 00 1 00 1.00 r.oo 0.62 0.08 o.7t 0.77 0.77 (7\ e I I Levet G+ 2 0.70 0.70 0.70 0.70 0.70 0.67 0.11 0.45 0.45 0.45 \ - ,'..(a\ + t t Level G + 3 0.42 0.42 0.42 0.42 0.42 0.42 0.26 O.'t7 O.j7 0.17 (t5 + " Levelc+4 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.03 0.03 0.03 (I> - 3b Level G +.g 0.05 0.05 0.05 0.0s 0.05 0.05 0.05 0.05 0.05 0.0s 0.00 373.51 0.00 DtK t J :\404005\E&D\ln Progress\Catcs\Sectjon5-- Walls\Stair Core 1.mcd Area l P rint 31 1 /2004 9.18.00 Release 6.1 resuhs( DIR) 4ofg Job Title S ubject StairCorel N&SWalls Checked 5,t r P.O. Box 21500. Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-045r, phone (303) 4s0-1111 Dale 3.1.04 Job No 404005 Co mpression Co mpress io n B lock SEe Force {Faclored) {Factored) _ _ lkqs) __, 330.89 tca ar 245.65 By By Overturning Steel Requirements at Horizontal Joint for DIRECTION 2 Governing Load Combination and Load Factors: DirectioDDR - "Wesf LoadCaseD* = "0 9 DEAD + 0 LflE + 0 LATERAL"\or"c LF 6""6O* = 0.9 -,tiveDIR tF," lalei alDD{ - I H o nzontal Joinl Elevataon Fro m *::::"::_ Load Factors TotalDead Lo ad (Unlaclored) (f0 (kips) (kips ) r^!., | ...^ Resislrng Resrsrrng il:;"' _M omenl M omenr ovenumrhg fl r^r..r^,a,i\ (UeadLoad) (L'veLoad) Momenr (Unlactored) (Unlactoreo) Foundation Level. 0.00 150.43 (kipft)(kipf t) 0.00 Level G+ 1 1 Level G + 2 122.78 98.87 74.95 0.00 908.18 0.00 0 q0_ ?3! 16_ 0 00 0.00 s51.73 0.00 Level G + 3 Level G + 4 Level G-+ 5 123.7I results( DIR) Rocky Mountain Prestress 1610.00 51.03 373.51 0.00 0.00 ' 195.29 o.oo DIRECTIo!!2 S!Tmary - Connection Tension (kips) (FACiORED 6718 Gonnection Loc. From Left (feet) 0.42 O.4Z O.4Z 0.83 j.2S 9.42 9.83 10.25 10.250 10.250 Foundation Level -66.32 -66.32 -66.32 -20.04 26.24 Levef G+ 1 -41.35 -ar.ss -ar.Cd- ;nt at.21 54.24 54.24 y.24 54.24 9.24 Level G + 2 -24.30 -24.30 -24.30 5.94 35.99 37.55 I 37.55 37.55 37.55 37.55 Connection Number. 1 Level G+ 3 -s.24 -s.24 -s.ai-'- liis-' ii.sa 22.58 ?2.58 22.58 22.58 22.58 Tension( DIR) Prinl3t1t2004 9.18.00 Release 6.1 _ o_rgqCJ-roH z s,rlllL"ll.: r.tgti pgtlleer 1191!* lnJ (FAcroRED) connection Number 1 2 3--4 -t "." e --- g*'"--iij--"\.onneclon Numoer I t J 4 5 6 7 g g 10 ;--- .. --:-- - :'--: "sonnection Loc. From Left (feet) 0.42 0.42 0.42 0.83 1.2s 9.42 , 9.83 r 10.25 j0.25 10.2s Foundation Levet t'zi'' t.zs t.zs 0.37 o.qs t t.ii''' t',ii' t.q,a 'i.in' t.en (+\Lrl Level G+1 0.77 0]7 0.77 0.08 0,62 1.00 1.OO 100 100 ,, nn i,-/i{,,Level G+ 1 0.77 0]7 0.77 0.08 0,62 1.00 1.oo 1.00 t.oo 1.00 Ai\{ll Level G+ 2 o.as O js 0.45 o.,tl 0.67 0.7b 0.70 ^1^ ^1A " '" YJi +11 LeverG+ 3 017 0.17 0.17 oru io, ' o,.o) ;o; ;,^; ;^; ,r, i,i*,]r-svcr\r-J u.rr v.r/ u.tt 0.26 0.42 rJ.4z o.4r o.42 0.42 0.42 l?'\- rl Levet G+ 4 o.o3 0.03 0.03 0.19 0.19 0.19 0.19 0,19 0.19 o.1s 7,( *\ J I' Level G + 5 0.05 0.05 o.o5 0.05 o.os 0.05 0.05 0 0( n nq n n4 / A'ear rJT i' Y:" uuc uub Level G+ 4 1.50 : r.so - i.so : 10J8--r--.'-.*10.48 10.48 10.48 r O.+A - 10.a8 Level G + 5 2.57 2.57 ' 2.57 2.57 Z.S7 2.57 2.57 2.57 2.57 : 2.57 ,z.ot . Z.a | 4A( J:\404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1.nrcd \rts .,' r-\ L- 5of9 Job Title Subject StairCorel N&SWalls Checked f,?t p.O. Box 21500, Denver, CO g0ZZ1 5801 Pecos Street, Denver, CO 90221 FAX (303) 433-045j, phone (303) 490-1111 Date 3.1.04 Job No 404005 Date Sheet By By STE of Rocky Mountain Prestress Shear Forces and Connections at Horizontal Joints t ot9 Governing Direction and Load Combination Based on Sma//est Shear Through connections Direction 1 Drrecnonl = ',East',Drrection 2 Direcrron, =',Wg51u Ca se for HorizonlalJoint ^Elevatrontrom 9^overnrng - ulreclron founoalron Governing Load Case Eauatign HorizontalShear -9n Wall Sys.te m Oead Load Lrve Load -aterat Load Factor Factor Factor Foundation Level 1.2)ead + lLive + lLateral 1.zDead + lLive + lLateral ,| .) _ _19v9!9:1 Level G + 2 Level G + 3 Level G + 4 Level G + 5 GO\ERNCASESH 1.2Dead + lLive + l Lateral 0.gDead + oLive + lLateral _1.2,@]j ri_vp . I5a19ral 1.zDead + lLive + lLateral 1.2 1 1: Summary - Loa ds on Wall Sy$em Ho rizo ntal Joint TotalDead Elevatioo from Load Foundation (Llntactored) Foundation Level OA 150.43 0.00 (kipJt)(kip.ft) I (kjlft) i (in) T^,,1 ^,6 Resrsling Res6ting ',':^:'- M omenr M omem (Lrve funrr;"0'|'"0r {Dead Load) Load) (Unlaclored) (Untaclored) Ovenurning Moment Compressio n Co mpression g lock Stze Force (Facrored) (Factored) 1 106.31 4677.?5 10.17 2480.00 7.42 c4 c. ov )E) 1i 47 .24 Level G + 1 Level G + 3 Level G + 4 -|"-ueJc-ii 13?l!__ 00_0-_- eqg,l3 . 009 98.87 0.00 729.96 O.OO 74.95 0.00 551.73 0.00 51.03 0.00 341 5.00 8.7 4 297 .32 373.51 0.00 195.29 0.00 1610.00 5.57 189.47 310.00 1.39 865.00 J, OJ 1)'2, 'O 27 .12 0.00 tesutls a ( SHEAR Connectron ) P(inl3/1/2004 9.'1 8.00 Release 6.1 S umma_ry_- Shear Design for Horizontal Joints . Uitimate tollzonta' Honzontai Snear bnear o? a,n YJ.JU ov" ^v Reststance Y_ n concrere B ased 600 ^Ltoverntng Psi Kesrslance Resistance Based on F riction connection Number ol cD-37 Numberot cD.38 Shear Transler Cgnneclions i4 Conneclrons |n Requtred Horizo ntal Joint HorizonlalJoinl (in) 0.00 0.00 0V"= 8.45 rips 0 0 o 1 2 2 ovn= 15 42 kips 0 0 Foundation Level Level G+ 1 Level G+ 2 87.00 LevelG+ 3 74.50 Level c+ 4 55.50 Level G+ 5 31.00 t\rqs1 . lkips)93.50 176.30 93.s0 151.63 Ikjq:) 129.64 111.49 (kips ) 129.64 '1 1 1.49 87.00 7 4.50 ss.lo 31 .00 128.67 94.61 96.63 71.05 62.88 46.23 24.09 17 .71 94.61 0.00 71.05 3.45 4!iJ.2J v-z I 17 .71 13.29 0 1 1 1 VSe- (U,\ ,D-zg nut1'qflo^f pe.- lar,uN J:\404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1.mcd 6of9 Rock y JOo tt0e Mountain Prestress Subjecl StairCorel N&SWails Checked (.-r-./t,tf P.O. Box 21500, Denver, CO 8022,1 5801 Pecos Street, Denver, CO 90221 FAX (303) 433-0451. phone (303) 4Bo-1111 Date 3 1.04 Job No 404005 By By Date Sheet of Diaphragm Connections Governing Load Combination Based on Lafgest Lateral Load Factor Load Case LC( LoadCase) = ',0.9 DEAD + 0 UV U - d*!^*,\dt7 Load Factors fdead=09 LF 1,u. = 0 - lateral - ) Level G + 3 : Level G+ 4 12.50 19.00 0.78 1 -t_'t , 10.94 1 .19 Level G + 5 24.50 1 .53 1 .53 ; Lev6l G+ 5 1.94 27 .13 1.94 I I : Summary - Diaphragm Connection for MEDTUM Connection Y n =: 17.29 kips Wall #1 Diaphragm Eevation Total Daphragm Level G+ 2' 23. 'c9(UltinEte Load utaphragm l ftl : tti.'.t rll"i-\^.yv Level G+ 1 13.50 j , Level G + 4 Level G + 5, Level G + 6 ( Templ Temp2 Tenrp3 ) . Summary - Diaphragm Connection for HEAVY Connection OV"= lZ.eg kips-'Y Connection oVn = 27.69 kips Diaoh.a.rm Tntrl FIa^hr.nm nia^hr5^h T^tal DaOhraom ,;: - n nq Eevation Uttrnete Loai ^,^^.,^-l l "1 OY a 'H:?' Nunt.ror . Conrrctrors (ft) lkiDs) / kinel \rv t^rPs/ (rspsl Level G+ 1 13.50 Levef G+2 23.50 O.do - oit 1 qAa 1 n L9.u-gl 9* 3. ."-.,3.9:10 6.so o.4i i 5.6e 1 0.41 1 Level G+ 3 33.50 i2.50 0.78 1 10.94 1 0.78 1 \ro.\rv t1.av : 9.16 .l 10.94 1 0.79 Level G+ 4 43.50 19.00 1.19 I i6.63 i r is ::.-f_-:. I.rY I Ib.bJ -l 1.19 1 Level G+5- _s3.50 _ _ 24.50 1.53 1 21.44 1 1.53 1 Level G + 6 63.50 31.00 1 .94 1 27 .13 ,1 1.94 1 sr g r o oJ.cu J Luu .t.94 1 27 .13 1 1.94 1 LttL tD- h- \V,^= l7,z Ptin|3t112004 9.18.00 Release 6.1 l- , ,nin lvr,.rr,^ (e) ,rq.J:\404005\E&D\ln Progress\Catcs\Secticjn5-- Walls\Stair Core 1,mcd ( Templ Temp2 Temp3 .1 lane.l I o1 3 o f^a P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 90221 FAX (303) 433-0451, phone (303) 480_i1r1 Date 3.1_04 Job No 404005 X v,\/ = 0.66? ft ' ' Jornl 8y By Checked Date Sheet Vel1ical Joint Connections ?ERTICAL-Jolr'NZ^t = "THERE ARE \/ERrrcA! roNrs rN rHrs *ALL sysTEM. al n tP lu Governing Direction and Load combination Based on Largest Shear Through Connections Direction 1 Direoionl = "Easf' Directjon 2 Diredion2 =,,Wesr,, Vedrcal Joinl Number \/.1oinr:=l Vertical Joint Location from Left Rocky Mountain Prestress Job Trtle Tivoli Lodoe Vertical Joint 1 Summa y - Governing Direction jnd Load Cas€ for Shea r Vertical Joint at .67 ft Level 2 To Level 3 Dead Ltve Laleral Load Load Load 'Governing Directron N umber ol CD-33 Co nneclions Number of CD-35 Co nneclions Faclor Factor Facto r 0.9 0,1 100.78 lcovrructsesv 1x .',JV joinJ v;oint connecti.,n x "jv lotn,] Venical Joint Number V Jo,nt j=2 Vedrcal Joint Location fronr Lefl X uir, =10ft ' ' jolnl Ve rtica I l_o_11! ? _!! T r ? lI :,99v-9,11 n.s D i t9 gtr e n a ! a !91ry! Ca se- r for Shear Vedical Joint at Levet J I Number of CD-35 Connections V" = s6.22 kips . Foundatbn to Level:1 2 0.9 0 1 79.59 I 3 z : leuer r fo fe"eLZ i*- - ' ^.:--;-ii::.+--_=-- l * Level 2 To Levet 3 2 0.9 O 1 100.7g 4 - ' ? -*2 Level 3 To Level 4 2 1) 1 1 r 97.52 3 2 Level 4roLevet 5 ----,- ;;f o-:i*---io.is -"*--*3 ' -2''- * !9vel "s_ lo Lg_v_e]fge_t.yg',__ _-t ' t.z - ":-,- | oi .7s 2 -- -: 1 utnr, [e wqtls/ lcovrnNcLsrsv (x ,iv.,otn) vloinr connecrion X{.,;o;n,J uon""e cih"^5 a-L venh' c"1 -jtinlr ']" fry-nd,,'calan tltz CD-Lll-/ Nn- 5r,s E / u,ie GS f!- yqqSJ J:\404005\E&D\ln Progress\Catcs\SectionS-- Walls\Stair Core 1 .mcd Ptinl3h12004 9. 1 8.00 Release 6.1 o 8of9 o Rock y Job Title Mountain Prestress S ubject StairCorel E&WWalls Checked Shear Wall Design Material Properties Steel Yietd Stress fy:=60'k"i Steel Modulus of Elasticity E sr:=29000.ksj Concrete Unit Weighl 'I c := 150 Pcf ,,3.1 P.O. Box 2i500, Denver, CO 8022.1 5801 Pecos Street, Denver, CO BOZZ1 FAX (303)433-0451, phone (303) 480_1111 Date 3,1.04 Job No 404005 By By 5tE 28 day Concrete and Grout Strength Concrete and Grout Strain StaticFriction Coef. Shear Strength Reduction Faclor Tension Strengnh Reduction Factor Shear Wall Data Total Shear Wa Length Date Sheel f " :=5666.0r' t "u l= oo3 Fsl=61' 0 v:=0.85 0 r :=0.9 L lot :=( 19.fr f 0.in)- ( t.n+ 8.in)_ (3.fi +4.in)Ltot=14ft of Number Oti-€vels Abov€ Grade N leu"ls i=6 Pilester Dimensions r pilastcr :=O.in w pilaster l=0.in Pilaster Location (-LEFT'. -RtGHt, "BOTH", "NONp) Shear Wall Thickness r wall i=8.in Typical Story Height Story i=19.1 Footing Elevation First Level Elevation Fooretev:=81?4.frt0.in Firstelev:=818?.ftf6.rn C onnections Total Number Of Foundation Conneslions Connection Number Location of Connections From Left End of Wall X c5 :=L lor- 20.in X % l=L tot- l5.in Joints Number of Horizonlal Joints aijove Foundation Elevalion of Horizontal Joints From Fouudation Number of V8rticat Joinls Locatron ol Verticat From Lett End of Wall Top Of Wall Elevation ToP elevi=8240 if 6'in N conneoions i=8 D con i=1..N conncctions X c7:=L rot- l0-in X O i=L ro1- 5.in HJ i=N 1"ys15 Joint Number hj:=1. HJ T Y jr' =(0 13.5 23.5 33.5 43.5 53.5 ) fr X uJr l=o ft+o in X u:2:=o ff+o in J :\404005\E&D\tn progress\Catcs\Section5__ Walls\Stair Core 't E & W.mcd H n u]l i=Top "1.n- Fool elev H wall = 66.5 fr -YZ4L4@ d.rr +, hrql( ie^ btLl doo. Pilastcr j=.lloNE. X.r t=5 in x ., i= l0.in X ". := 15.1n x .4 l=2o in Print 3h 12004 9.18.00 Release 6.1 \op e $rclrve It ;ra 1of I Bocky Mountain Job Title Prestress Subjecl StairCorel E&WWalls Checked Diaphragm Shear Connection Capacities 0Vn p," l,nh, l=J1S l.l) oVn p;"_1.,"rvy :=1M-!E Vertical Joint Shear Connection Capacities Lighl Conneciion CD33 dVn Cp_.:: :=Z:lips Heavy Connection CD35 7,?*lo p.O. Box 21500, Denver. CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, phone (303) 480-11i1 Date 3.1.04 Job No 404005 Date Sheet By By Light Connection CDI Heavy Connection CDg Horizontal Joint Shear Light Connection CD37 Applied Loads Loads ln PSF Medium Connection CD8 oVn Dia_medjum = l9'9.8.kiPs {0w Connection Capacities . - 9.72.kros width o1 Supported LOa0 ,- 64.65.kios Y""an r<- Lt) Heavy Connection CD38 $Vn r-n .o = l? 73 krps - l.t) Live Load Ooubte Tee Topping Sustained Dead [r]=0.prf DTl'r i=99.0r6 Topn, i=0.pt1" SDLrn:=o.psi Level Print 3/1/2004 9.18.00 Release 6.1 w levelm :=0.ft J:\404005\E&D\tn Progress\Calcs\Section5-. Walls\Stair Core 1E E W.mco 1 2 4 5 6 2ofg Rock y JOD ttlte 5,3,1| P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 90221 FAx (303) 433-0451 , Phone (303) 480-1 1 1.1 Date 3.1.04 Job No 404005 Sheel Subject StairCorel E&WWalls Checked Point Loads Number of Additional Point Loads Mountain Prestress Tivoli Lodqe By By or Load Dead Live load = Dn 1 Dt( 2 Dir 1 Load Number load i=].. N loads Pornl Load Location , - lp From Lower Lert (o,o) \ 0 t rr loads .- lt on2 V, :=o.kips V,:=-13-!E 2 Enfer Applied Diaphragm Shears L€vel G+1 Level G+2 ,, - 12.kips v dl .-u.Krps u az.- j Load Factors Based On UBC LF P',loao P'load l.5 SroD, .5.Story 2.5 Srory 1.5 Story 4.5 Story 5 5 Story 0.5 Story L5 Storv a.l )lorY .5 Srory 4 5 Srory 5.5 Story Initial Guess For Solve Routine A steel i=l.in a610.1 i=l oZ.L 1o1 Pl *alt i=8 in'story -1!-! r c Pl *u11 = 5og;p.llerptwal ic*tlnr ',-tall lru4 Note: The Point dead and live loads are now input as a matrix vr'ith (2) columns, The first column ofthe load input is applied in Direction 1, and lhe second column is in Direction 2. This is to accoud for DL and LL applied lrom perpendicutar Glls in the comprestron block. Shear Diaphragm Loads per Floor (Assumed to act at the etevation of the horizontat joint) Directionl :="North"Ditection2 :="Soutb' Level G+4 Level G+5 Level G+6 v,:=38.kips v.:=1!!E v,:=jllE .1 2 )2 02 Level G+4 Level G+5 Level G+6 v d, :=38 kips v r. :=31!E v;_ ::!l!E -1 2 2 -07 Enter Shear Direcfions Enler Applied Lateral Shears Level G+ l Level G+2 Level G+3 .,.-25.kios " 3'- 2- Level G+3 ., .-25 kios vd..- |. "DEAD" I I 'LIVE' | "LATER qr" I i*' 0.9 0 t.0 "cAsE r" t2 1 r'0 I 1.0 I "cAsE 2" J Print 3/1/2004 9.16.00 Release 6.1 J:\404005\E&O\h Progress\Catcs\Section5-- Walls\Stair Core 1 E & W.mcd 1 a b 7 8 9 10 tl 12 0.ff 0'ft 0.fl 0.ft 0.fr 0.fr 3 L tot L tot L tot L tot lol 3of9 Rocky Mountain Prestress Job rifle Tivoli Lodoe Su bject StairCorel E&WWalls Checked HorizontalJoinl TotatDead Elevation Frorh Load Foundation (Unfactored) P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO BO2Z1 FAX (303) 433-045'1, Phone (303) 4BO-1i11 Date 3.1.04 Job No 404005 Sheet DirectionDR = "North" {ot7 By By DIE ol Ovefiurning Steel Requirements at Horizontal Joint for DIRECTION 1 Governing Load Combination and Load Factors: Load Case LoadcaseDn = "09 DEAD + 0LryE+ 0 LATERA!" Load Factors sd""dp^=o9 - llveDIR - "" laEralDR - I DIRECTION 1 Summary - Loads on Wall System t",':'-1"" i'"iliIi l,T;:li ovenumino compress,on compress,on ru"r'alio'."0r (De€dLoad) (LiveLoad) vor"nr' 1':::::: Force ' (unlacloreo, (unlaclored) (Factored) (raclored) ... - -:a._ _ !1ll ** ryp") {kips) (r{p-tt) ix,p10 (kip:rt) (in) (kipsl--Fi;;ifi.i"|_-_o.60-**-12cJo.,-o,io..iarin,.a.*-l'aJ'a:t*-.-#l|-l Foundation Level 0.00 123j0 0,00 1A71.ZO O.OO 4607.00 -^ ---- --:j:l_--1-_-:-:: -- -: : -10.84 368.52 . Level G+ 1 13.50 , 99.20 0.00 869.40 , 0.00 3365.00 a 2n ?1? o.r Level G+2 23.50 80.20 7.53 Level G+ 3 33.50 61 .20 0.00 533.40 0.00 1585.00 5.46 185.80 Level F+ 4, 43.50 0.00 365.40 0.00 850.00 108.75 Level G+ 5: 53.50 23.20 0.00 197 .40 0.00 305.00 1.16 3 9.34 3.20 rcsuhs( DIR) DIRECTION 1 Summary - Connection Tension (kips) (FACTORED) - -- Connection Number, 1 t 2 , 3 4 5 6 7 : I l co"*"t''-tl.;;".r-"ttir*tf ol+z org- 'r,25 '1.6? nh 1z.s -ht? i3s8 -- Foundation Level 72.58 ' 72.58 72.59 72.58 50.11 1i.27 .27.56 -66.40 Tensron( DIR) *- r*1.o (/n 5.3.4 Al ea I Pnnl311l2O04 9,18.00 Release 6.1 Dlrc / J:\404005\E&D\ln Progress\Catcs\Section5-- Walls\Stair Core 1 E & W.mcd 4 of 9 o Rock y Mountain Job Title Prestress Sublect StairCorelE&WWalls Checked = r=, I3 P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451 , phone (303) 480_111 1 Date 3.1.04 Job No 404005 Date Sheet of DireclionDR = "South" By By JItr Ovefturning Steel Requirements at Horizontal Joint for DIRECTION 2 G overn i n g Load Com bi n ati on and Load Factors: LoadCas5* = "0.9 DEAD + 0 LNE+ 0 LATERA!' Load Factors DIBECTIqN 2 Summary - Lo;d; on Witt system ,"f,?ffi*i:" '"11?^""0 'i,:::"" l,"ff:li l,"jf:li ove.,urnins ,"ljll,"",*ili"i,*,,r",1""i"'*0,,tj:1;::l,mjjll, Momenl Co mpression B lock Siz€ (Factored) Co mpressio n Fo rce (Factored) \01? LF6".6o*=o9 -'lrveDR-"* laleralDR - ' Foundation Level Level G + 1 !90**_-123.I_ 0.00 1071.10 r 0.oo .4607.00 i 10.84 s68.52 - 13.50 99.20 o.oo --'-"a69.a0** oot- i'g6s,oo i 9r- " irz-s,, (ft)(k'ps )(kips) (kiP,ft)(kjp-ft)(kipft) . ('n)(kips) ,? <n orl t^ -^" '; -*-- ^''av.1v v.uu 701.40 0.00 2445.00 7.53 255.89 61.20 0.00 533.40 Level G + 4'43.50 42.20 0.00 365.40 0.00 Level G + 2 r-evei c * s Level G+ 5 53.50 23.20 0.00 Aqn nn ? ?n r^o -.J.4V tUO. / 3 305.00 1.16 results( DIR)fu ualea crn q,V4 o t ne9l! Clljfgll".y- - Cor n e cti o n Te n si o n (ki ps) ( FAcTo REb] Connection Number 1 ion Number 1 2 . Connection nection Loc. From Left (feet) 0.42 0.83 j.Z5 j.67 12.33 12.75 tC.i7-l3.se 72.58 72.sa iz.n:-- Icvol G+1 -a1 17 -o 4? )) at E t-?. E^ t-, Level Gi z -zl, az ii -en- nr a, qi -., o,, 1^ e.t eA oo ., ." -- Levef G+ 1 -41.37 -9.s7 : 22.24' s0.47 : so.ii ' so.it ' 50.47 50.47 Level G+2 -23.67 3.18 30.02 ga.gg : gq.eg 34.83 34.83 34.83 ,i __.::_:=',Y- z -zr.ot J.ro JU.uz J4,6J : J4.bJ :J4.d3 t34.63, J4.E3 , r-eveteiT--ii.os'-lfus rog0- rd.80 - ro3o-*r0.Bd-' zo.eo, 2o.eo, | - i 20.80 i Level G + 4 3.49 9.61 9.6i 9.61 9.61 9.61 I 9.61 I 9.61 Levef c + 5 ' 2.3r ?.3i 2.3i z.g1 ': 2.91 ', 231 : z.s,t l1.zt-, Area 2 Pnnt 3/112004 9.18.00 Release 6.1 DrF z J:\404005\E&D\ln Progress\Catcs\SectionS-- Walls\Stair Core 1 E & W.mcd Tensron( DIR ) 5of9 Rocky Job Title Mountain Prestress S ubjecl StairCorel E&WWalls Checked By By DIE ,,2 ),1 P.O. Box 21500, Denver, CO 80221 5801 Pecos Streer. Denver, CO B0Z2i FAX (303) 433-0451 , phone (303) 480-11 1 1 Date 3.1.04 Job No 404005 Date Sheet Shear Forces and Connections at Horizontal Joints Governing Direction and Load combination Based on sma//est sheer Throuah Direction 1 Directjonl = "Nofih'Oirection 2 Direction2 ="Sourh. of Summary - Governing DGciion inA t-oia Cise HorizontatJotnl Goveming Direction Goveming Load Case EOuation Elevation trom Fo undatign Dead Load F acto r Live Load Faclor LaleralLoad' Factor Vot? Connections for Horizontalshear on Wait System --''.:'--..'..*"*--.'--.* Foundation Level Level G+ 3. Level G + 4 aa (ft) 1.2Dead + lLive + lLateral '1.zDead + lLive + lLateral 1.2 .2 1 1 I 1.z}ead + lLive + lLateral O.gDead + OLive + l Laterat i 0S--. -* 0--l -- i--- 1.zoead + lLive + lLateral Level G + 5i 1.z&ad + lLive + l Lateral 1.2 GOVER]\ICASESH (kitrft)(kitrf t)(kipft) , (in)(kips) Level 0.00 123.'t0 0.00 1071 .7 0 0.00 4607.00 1 1.09 376.92 (ft) (kips) (kips) resut$_a Level G+ 1.99.20 0.00 869.40 0.00 5JO3.UU o?7 318.61 : Level G+ 2. Level G+ 3r Level G+4: 80.20 0.00 7A1.40 0.00 2445.00 /.0u 61.20 42,20 0.00 365.40 23.20 0.00 ' 197 .40 0.00 1585.00 5.46 .A 1nq an : i Rsn On ? lq 1n7 ^7 305 00 I 11 '>.'7 92 533.40 0.00 0.00 Level G + 5 Summa Horizonta I Joints Lllrimare OVn Horizontat Resistance Shear Based on Frictio n 162.49 131 .80 141.35 141.35 . 1.19:48 . 1 19,j9 .96.91 96.91 0 0 o '1 1 0.00 o.0o 0 0 Level G + 3 73.50 73.50 94.76 69.68 69.68 3.g2 Level G + 4 U.50 9.50 54.61 40.15 40..15 i4.3S LeVe|G+530'50.30'5019.2914'18141816'32 ( sHEA-R connecrion ) \)5e Cz) C0- 39 ?4r gan &l m irt Prinl 31112004 J 1494OOS\E&OU1 progress\Catcs\Section5-- 9.18.00 Retease 6.1 wa s\Stair coie 1 E I W.mcd 0.00 0 1 ) 6ofg Rocky Mountain Job Title Prestress Subject StairCorel E&WWalls Checked ' '7' tg p.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Oenver, CO BOZ21 FAX (303) 433^0451, phone (303) 480-1111 Date 3 r.04 Job No 404005 Date Sheet {0p By By Diaphragm Connections Governing Load Combination Based on LafgeSt Lateral Load Factor Load Case LC( LoadCase) : trO 9 DEJAD + O UVE + 0 LATERAL, Load Factors LF6*6=69 _ llve-w "' lalen|t - , Summary - Diaphragm Connection for LIGHT Connection Vn = 12.20 kips Wall #1 Level G+ 2 23.50 , Level G+ 3 33.50 ( Templ Temp2 Temp3 ) ' Summary - Diaphragm Connection for MEDTUM C";;.ti""_.: Level G+ 4 43.50 (Templ Temp2 Temp3 ) -t)"e t: Cb-b b,n4Aon,- le^4,.,itt t, iro*r{).,t/ { d r'* th"a1,.". c,cJrbr , .[' prr ksl h*\t .l; o^3 ".* va*hcd jo1'",{, *( *\' w,s/ *qt(r l/e"'J ., lr I O)qlt .Jt rpu._r \ 4h4 Jjl lnt'Qt'gt- l. pav 1<',.(iqla, ua l{s ta S+ /,5f4t rt Print 3/1/2004 9.18.00 Reiease 6.1 J1404005\E&D\ln Progress\Catcs\Section5-- Walls\Stair Core 1 E & W.mcd t Diaphraom Total Daohraom --' --,--:----I L:14f1 i f- | Eevation UltinEte Load -;i :- . r _ -_ __ ._ L/V "'r*J;n- NL''D€' or - ;.-- _: -- - - t:- - Corneclrons ( ) : (krps) (klos ) Level G+ 1 i3.50 : '- - ; Levef G+ 5 53-50 | 24.00 7of9 Rocky Mounloin Preslress ,*r*. Tivour Lob6a "u "uq"o 6h<-n- rJo tl €elrt{ cnec*Eo ev 9rar o"r" 3/ | ,oo *o.4pv ooy ('- ,2 t 9< l!. P-O- Box 21500, Donvgr, CO 80221 5801 Pecos Strset, Denver, CO SOZ2I FAX 309433.0451, Phone 3O3i/4A0.1 1 1 1 9 e:,,|i l= lo' Vr^** %.5 L. o{ eqJ Lvq&t /t EZlrr t il4 #r4. cs- Lqrt 4) 4q o,c. LtN p Esmq ffir G) *f- Lt.bqry rV ltL I QqUV, Lesrp fup-ttNG I la*trc \"V' a'( rU'l I-' 6{eon +*A &... *^e'l t.ia,e IJ' 5 ,-,17 (,sD - nni,nirn,.r'-, (r\ +s b^., qt vro * rhow^ fi" cl^rt\ Rocky Mountain Prestress Job riue Tivoli Lodoe Subjecl Link Beam at Stair 1 Walls checked By Date Analysis of A Beam With Tension and Compression Steel Beam Geometry u :=a in 5,3.t€ ' P.O. Box 21S00, Denver, CO gO2Z.1 580'1 Pecos Street, Denver, CO g022l FAX (303)433-0451, phone (303) 480-iltl Date 3t2 Job No 404005 Sheet 5tE By of I N 5"o r=4 BS:=7 I N' ba's :=4 BS' :=? Slccl Prnnortro<,yl=6o.kri E s i=29ooo.ksr ConcreteProperties f.i=5000.psi €ut=.003 I t =os Steel Ratio Calculations d l=h- 3 in d, j=3.in A ,i=A rqBSN b.r, A r=24orn2 )A's :=A tbBs, N' ban A's = 2 4cih- f 0:=0.9 Tension Steel Compression Steel ' ^'.-,.5 " bd Single Reinforced Balanced Condition o "o '=# p a", = 0.009 Minimum Tension Steel Ratio to ensure Compression Steel yield P Sbat = 0.034 P cy = 0.02S PP64-oo42 Mn p I = l+19"11O.;n c . -rrno( c,c = 3.75loin p' = 0.009 Double Reinforced Balanced Condition P Db.r := Design Nominal Strength Nominal Strength Checks Moment when tension steel ratio is below p.u" for a single reinforced beam i 1o --.ua) r.l Mn 5:= (p .., bd) .fyld-ff".1 Mn s = 453?.05eokip.in Moment when compression steel is at yield Mn D.l :=A's.f y.(d- cl+ (l ,- e').rr.fa-(e ,-.r').rrl -d,,,,,,,,,,,,,,8fi-.rJ Moment when tension steel ratio is less lhan po6s1 ?nd p., Find neutral axis location Given A s.f y=0.85.f c.p I {.bJ-A,s.s ,.E ,.(=9. ) Mn D.2 :=0.85.rc.B,.o (o- uj J*^,r.e,.E,{d-d,) M n:=if(p u",<.?5.p 56"1,Mn 5,if(0 r",>o c'Mn p.;,I,tn p,t)) Mn=378.088.kip.ft l{.M;=r4olir"ffi- I J1404005\E&D\ln Progress\Calcs\Section5.- f P sb"l i=85t uEsP I --;i---- r y.\E u.E sf I y/ f ^;' E.. P .y:='8s F rt',:i+o'.y - " u-"y r ,.-e.{e "-f {" ,*' J] fr,l\t '-''" \lt rl/ I suar+o'i 3tzt2004 Mn p.2 = 9674.641'1iO 'n 1of'l Rocky Mounloin Preslress Job Title Subject f3. /1 pO. Box 21S00, Denver, CO BO2p1 580.1 pgCos sir€et, Denver, co 90221 FAX s03/433-04S1, phone gO3/48G1 ii1 I o^r" 3/7 .,oo"o YoV oo-S €r* '-ye6lirre lin,c uonn+cffs,ar- 4tv+if o* Cq,,^* i+a .ot (A c7-lL 'l Date - Sheel _Ol_Checked By bqr,i ltr -.1 Vu- (e)[ft,tA\ . lDgk M, = ftlfi(lesL) = "y" +.1,_ = i,y;o= =,/- # l. - /,55 i;/G , /r /r ol^ o Bmn Rocky Mountain Prestress Job rifle Tivoli Lodge Subjecl StairCorel N&SWalls Checked Diaphragm Shear Gonnection Capacities Light Connection CD'l ovnou-tigtr'=I# 5,zz.t P.O. Box 2'1500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Date 3.1.04 Job No 404005 ovn Di"_r"aiu, :=I#E t\4edium Connection CD8 J 1404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1N & S rev.mcd By By Heavy Conneclion CDg ovfr p;"_1r."ur:=!1ff Vertical Joint Shear Connection Capacities Light Connectron CD33 tvn Co_:: :=Zjl!tp Heavy Connection CD3S Horizontal Joint Shear Gonnection Capacities Lisht connection cD37 oVn co_lr,=n 11i!* Applied Loads Loads /n PSF Width ot Levet Supporied LOaO m= W1"r"1, i:0.ft 4Vn cn a< '=64 65 kiPs t. 15 Heavy Connection CD38 sVn cD_3E:=jfj1*ip' Uve Load Double Tee Topping Sustained Oead LLm:=O.psf DT, i=00.p,sf Toprn;=0.psf SDL, i=0psf Print 3/19/2004 9.18.00 Release 6.1 1 2 5 4 E 2o19 Rocky Mountain Prestress Job Titl" By SIE Subiect StairCorel N&SWalls Checked By Point Loads Number of Additional Point Loads Load Dead Live load = Oir 1 Dir 2 Dir 1 on2 9.5 0 9.5 0 9.s 0 9,5 0 9,5 0 0 9.5 0 9,5 .klps 9.5 9.5 3.15 3.15 .5. t) Pl !!Bll - 9.56kiPs P2 *"11 = 3.75oL;* Dircctionl:="East" J:\404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1 N & S rev.mcd ? '3'72 P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303)433-0451, Phone (303) 48G1111 Date 3.'1.04 Job No 404005 Date Sheet N 10"6, i=15 Load Number load i=1.. N 1165 Point Load Location From Lower Left (0,0) r..toao 'Plload 0.fi 0.ft 0.fi 0.ff 0.fi L rot L tot L tot L tot L tot 0,5.L to1 0.5.L rot 0.5.L 1e1 1.5.L tol ).5.L rol Peroendicular stair wall load Perpendicular exterior wall load Directionz ;="West" Level G+5 ,, .- 62 kips lnitial Guess For Solve Routine A ,,.u1 i= I .in a 61*L i= | %.L 1e1 of P 61 :=l 0 9.5 .kips 3.5 Story l.5.Srorv 2.5 Story 3.5 Story 4.5 Story 0.5 Story l.5.Storv 2.5 Story L5.Story 4.5.Srory 0-5 Srory .5 Story 1.5 Story l.5 Story 4.5 Story 0 0 3.15 3.15 .!. t) Pl *a :=8.in.Story# r c P2 wani=6'in Story 5 fl1c Note: The Point dead and live loads are nov,/ inout as a matrix with (2) columns, The first column of the load input is applied in Direction 1. and the second column is in Direction 2. This is to account for DL and LL applied from perpendicular walls in the compreslion block. Shear Diaphragm Loads per Floor (Assumed to act at the elevation of the horizontal ioint) Enter Shear Directions Enter Applied Lateral Shears I Level G+1 Level G+2 Level G+3 Levelc+4 Level G+5 nY -\r I t \ ', =l3 kip v^:=-a!E v.:=@ y,;=49 kips v.:=!llipu (tlzo'+ 't'- 2 '2'T '3 -2 4 2 ) 2 Enter Applied Oiaphragm Shaars L6vel G+1 Level Grz Level C+3 ,, .-13 kiDs ., -25.kiDs ., -]8'kips 'dr'---f- 'az'-T 'o: ---I- Load Factors | 'o*" Based on uBc Lp:=l "LIVE' I 'LArERA!" L- Level G+4 ., . -49.kips v A, ' -----.---:- 2 0.9 t.2 'l I 0 r.0 I r.o r.o I 'cAsE I' tASE 2' J Print 3/19/2004 9.1E.00 Release 6.1 1 6 7 I 9 10 11 13 14 15 3of9 o Rocky Mountain Prestress Job Tifle Tivoli Lodqe STE Subjecl StairCorel N&SWalls Checked By By 7,-,23 P.O, Box 21500, Denver, CO 8022.1 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-111 1 Date 3.1.04 Job No 404005 Sheet Overturning Steel Requirements at Horizontal Joint for DIRECTION 1 DirectionDR = "Easf' Governing Load Combination and Load Factors: of Load Faclors LoadcaseDR = "0.9 DEAD + 0 LJVE + 0 LATERJ{" LF a"",r^-' = 0.9 '' llveDlR - "IF." lzleralDJR - | Corhpressaon Compression Block Size Force (Factored) (Factored) HgrizontalJoint TotalDead Elevation Fro m Load Foundation (Unfaclo.ed) Resistino lotalLrve M omeni LOaO .. (ueao Loao)(unlacloreo) .:(unlacloteol Resisting Moment Ovenuming {Live Load) M omenl (Untactored) (1't) (kips) (kips) (kiptt) (kip-ft) (kip-ftj (rn) ircp.t Foundation Levei 0.00 122.78 0.00 908.18 o.o0 3695.50 B.7o 2gs.9z _-" -..L.g1919,1 1.." -_ 19,10_ es.67 0.00 7i2.89 o.o0 248o.oo 7.zo 244.7s Levg! GI1 210q 71.7s _99! 34.67 0.00 1610.00 5.55 188.65 ,- ",-". l9y91q:3 -, _ gg,gg 47 .83 0.00 356.44 3.63 0.00 0.00 865.00 310.00 1 .48 50.15 results( DIR) DIRECTiON 1 Summary - donnection Tension Connection Number 1 2 Levef G + 3 10.77 10.77 10.77 10.77 10.77 Levef G + + z.d,6 2.g6 2.g6 2.86 2.86 (*ipslfflfo"_ne!l 678 t.ii 's +z ii.as id.2; 2.86 2.86 2.86 2.86 2.86 9 10 connection Loc ft;m l;ft (f;ii "o qz - o qz o; 42 o.rig r.is s..42 e.83 ro zi io zso ro.zso "4.27!-G-lsredetion Level 60.18 60.18 60.18 00.18 60.18 33.05 -7.05 -47.j6 -47.j6 -47.j6 , ." _ %19^VLC Fyl9*g]l.f"uel 60.18 60.18 00.18 60.18 60.18 33.0s -7.05 -47.i6 -47.i6 -47.16 rcvet di'i' i;a3 '-3;.B3 * 3i 83--r :ft;*";t;i i;5; ;;ri " .;;';; -cr zi' -i) ii"Level G+ 1. 37.83 37.83 37.83 37.83 37.93 36.57 6.10 -24.38 -24.39 -24.39 Level G + 2 22.86 2?.86 22.86 22.96 22.86 22.86 14.65 -9.25 -9.25 -9.25 rcii 1oi - t a1- r.or 1;l Tension( DIR) Steel Area (sq in) (FACTORED) 45678 (q) 4rr (:\4lt 1"\4lr Z,i ! r,-c6-jo 0.83 t.lt 0.70 0.42 0.20 0.05 1.11 0.61 0.13 0.87 0.70 o,oa 0.11 0.45 0 .42 0 .42 0 .27 0 .17 0.20 0.20 0.20 0.03 nn( nnq, nn< nna I 10 ib:s r ri.zs- " 0.87 0.87 0.45 0.45 0.17 0.17 0 03 0.03 0.05 0.05 Print 3/19/2004 9.1 8.00 Release 6.1 h-. l lt ptl<, I J :\404005\E&D\ln Progress\Calcs\Section5.'- Walls\Stair Core 1 N & S rev.mcd 4o'19 Rocky Mountain Prestress Job riile Tivoli Lodge 5,=.27 P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAx (303) 433-045'1, Phone (303) 480-i 111 By By Date 3.1.04 Job No 404005 STE Subject StairCorelN&SWalls Checked Date Overturning Steel Requirements at Horizontal Joint for DIRECTION 2 Governing Load Combination and Load Factors: Sheet Direction'* = "West" LoadCas5* = "0.9 DEAD + 0 LIVF + 0 LATERAI" LF 1;'.o* = o "' laleralDlR - ' DIRECTION 2 Summary - Loads on Wall System of Load Case Load Faclors Co mpressio n Co mpresso n E rocx )rze I orce M Omenl (facrored) (t-actored) 0.00 2480.00 7.20 244.79 Foundation Level 0.00 122.78 Level G+2 ?3.00 71.75 ievet o+s sl.oo 47.g3 H o rizo ntal Joint Elevation From Fo undation TotalDead Total Live Load Load (Unfactored) (Unfactored) Resisting Resisting N4 oment M Omenl (Dead Load) (L|ve Load) (Untactored) (Unfaclored) 0.00 0.00 712.89 0 q-0, _ ?31C7 0.00 16iobd s.ss 188 65 0.00 356.44 0.00 865.00 ? A? 1)1)a Levef G + 4 43.00 23.92 0.00 178.22 0.00 310.00 1.48 50.15 results( DIR) DIRECTION 2 Summary - Gonnection Tension (kips) (FACTORED)dfi;;io;G;b;. T----;-'* 1'--r"' '" _"-^-,_,,"!e_yelc+4 2.86 2.86 2.86 2.86 ' 9 . 10 connection L9-g, lrgq Lel 1!99t1 o 42 o 4? 9,a2 o.as I .2s -s 42 e.B3 1o.zs 10.240 i 0.2s0 gtej:-u; -F",;'ffiGiei. -?i.ro*-+i.ro-:+i.ro -ios - i:.os Soie-r"ob.ie - oo.ia oo.ia* 6dia Level G+ 1 -24.g8 -24.38 -24.38 6.10 36.57 37.83 37.83 37.83 37.83 32.83 Level G + 2 -g.25 -g.25 -9.25 - i4.65 Zi.AA ZZ.AA 22.86 22.86 2286 2286 Level c + 3 1.6'1 1.6i i.61 10;i i0.77 1o.TZ 10.77 ti.tz 10.77 10.77 z.ao z.oo 4,OO 4..4O Z.OO 2-60 : Tension( DIR) Q!F-ESI|-q!.-] lgmmary - Aota oown Sleel Area (sq in) (rncronEo) Connection Number 1 2 3 4 5 6 - -i - --6 Connection Loc. From Left (feet) 0.42 0.42 0.42 0.83 1.25 g.42 9.83 10.25 '^.elvlt-6^ -fiosndation-Level 0.87 0.87 0.87 0.13 0.61 1.11 1.11 1.11 Level G+ 1 0.45 0.45 0.45 0.1i 0.68 0.70 0.70 o.7o 1 .1 1 1.'t1 0.70 0.70 Level G + 2 0.17 0.17 0.17 o.it o.4z o.4z o.4z 0.42 o ,1n to.zi to.zs I evel G + 3 0,03 0.03 0.03 O.zO o.2o o.z0 o.zo 0.20 Level G + 4 .0.05 0 05 0.05 0.05 0.05 0.05 0.05 0.05 Ar ea 2 0.42 0.42 0.20 0.20 0.05 0.05 (r)* rt (j)ltll (a*'t (r)d/l Q-38 Print 3i 19i 2004 9.18.00 Release 6.1 J 1404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1 N & S rev.mcd b\R z- ]OIY Rocky Mountain Prestress Job rire Tivoli Lodge Dttr f,j.zT P.O. Box 21500, Denver, cO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451 , Phone (303) 480-1 1 1 1 Date 3.1.04 Job No 404005 Subject StairGorel N&SWalls Checked Sheet Shear Forces and Connections at Horizontal Joints Governing Direction and Load Combination Based on Sma/Iesf Shear Through Connections Direction 1 Directionl = "Easf' Direction 2 Direction? = "West" Summary - Governing Direction a nd Load Case t9_r_ lt9ri1o"19.! -s]f93I9! W*qIt 9yS9_ry HorizgntalJoinl ^HorizgntalJoinl ^ei",at,"" rr"r G^9.i"-if coveming Load case Equation o?11f^"."0 Live^Load Lateral.Load Elevatp n f ro m : '--,'l'l l! co veming Lo ad Case Equatio n - - -. .. - Oirection Factor Factor Factor ' F Ounoalron ' FOUnOaIrOn ^ "-t ? Y"l lt 421^ /fl\vtv I t4 Leyelq+J_ 19._99 _, 2 1,?E9d * 1!ry_91Met3 \.2 I 1 l Level_GJz _23.00_ __ 2 _..__ o.e!99dio!ry9_. 1Lq!1al ___ *q9___ 0 1 -., Level G+3i 33.00 2 , 1.zlbad + lLive+ lLateral 1.2 | 1 1 .*-** Le"et il;,- 4300 ---r-*t---r- -*";2D"rd.1Lt;; ila1e,at**---:*li*--,^-*1 *i- ;-*l !gvg|9t': By By of GOVERNCASESH lr' I .Ul '11 A n- | 'bl67tb '* --itu-'---'--*ot *,[*t-l*ftip-rt)---(rdp-n) ] fi,pr0 I a"l -: ttips)-- tuggdation Level 0.00 . 122.78 0.00 908.18 r 0.00 369s.50 9.02 306.62 l -.Leve|G*r.]s-oo'l''9557*'.-o30-*]li.eg'.Level G+1] 13.00 95.67 0.00 : 712.89 r 0.00 2480.00 , 7.38 251.02 l Level e+ i zs.oo 71.7s o.oo - ssa.oi ii^oo 1610.00 5.55 188.64 - )l G + 2 23.00 71.75 , 9,0Q I 5gg,_, __0.00-_ ' ,1-610.00 -Level G+31 33.00 47.83 0.00 534.67 0.00 1610.00 5.55 188.65 i s5oZ----0.00--. -rios-oo -' C.oo a2zs? - Resislina Resistinq HorizonralJoint TotalDead TotalLNe t;;;;i f,,r on!"ir fr_ir" overtumino Compressron Compression EEvarDnrrom Loao Loao .. . .. ErocK tPe Force Foundatron (untactored) (unfactored) j,",-",aj-:"-11 ,, -:"::l -, M omenl (Factored) (Factofeo)(unracroraoJ (unracroreo):, Level G+4: 43.00 23.92 O.O0 178.22 r 0.00 i 310.00 1.39 47.24 l 1:i results a ,,,- r -. -,.; pum1ary's19"?199s!snf-orHorizontal Joints unimare ---ovn - - O.5 0V"".*,.," connestion NumberofcD.3T Numberot cD-38 Ho.izontal 6onln1a1 aesistance Resistance t ^1,::T:: _snear connections in connectDns|n snear Shear Based on Based 600 *-.;:'" j11Tl:j HorizonratJoinr Ho.izontal Joinr ,il; -- oi, - - - Resrsrance Required y:''' -Feunffion Level 93.50 93.50 156.38 114.98 114.98 0.00 0 0 Level G+ i az.oo 87.00 1z}.o2 94.13 94.13 0.00 o 0 fevel G + 7 t+.so 74.se 96.21 70.24 70.24 3.76 1 1 Level G+ 3 55.50 55.50 62.51 45.96 45.96 9.54 2 1 -Lev€| 911 31.00 . 31.00 24.0s 17.:7.i 17:7: 13.29 : (SHEAR connecrion ) l_lg- 1Z\ CO- 39 pe r lautel t/\r'v\ ,rl Print 3/19/2004 J:\404005\E&D\ln Progress\Calcs\Section5-- 9.18.00 Release 6.1 Walls\Stair Core 1 N & S rev.mcd ,, ' - -l ,?l v 1 - G2 (kips) (kips) (kips) (kips) (kips) (in) OV"= 8.45 kips 0v"= 15.42 kips 6ofg Rocky Mountain Job Title Prestress TivoliLodge 5,-r,zb P.O. 8ox 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451 , Phone (303) 480-1 1 1 1 Date 3.1.04 Job No 404005 Date Sheet 1.94 1 ; 27.13 3 (Tempt Temp2 Temp3 ) Summary - Diaphragm Connection for MEDIUM Connection Etiaphragm i By By Sub,iec't StairCorel N&SWalls Diaphragm Connections Governing Load Combination Based on LafgeSt tateral Load Factor Load Case LCi tladCase) = Load Factors f dcad =H laleral - ; Level G+ 5i 53.00 17.29 kips I Bevat'on Tolal Daphragm LltinEte Load L = lft (kips )le";tc;il- 13oo Levef G+ 2 23.00 0.78 : Level G+ 3r 33.00 : Levef G+4, 43.00 i 24.50 . 1.53 1 21.44 ? 1.53 i 1 r_}"uglg:l-. s9.q9*;*91:-0-0_* i, 1.e4 -".-* 1-*:"-.!.!9-" -"-3--- 1,91 l-,*1*.- 4,1 I q* I p (fr) ( Templ Temp2 - nqYinqrTl fir,r i,a q,* Temp3 ) frvvid<- (r\ cha( C4t CDq d^) uesf Lo., Lh lt l4 fls1i4 q",-ot l. t !d,oph.a3*- sh<a. ;5 3lk, q<e GS Cl-T co4nprll'o,,r Lor. 5hu" J:\404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1 N & S rev.mcd yer 7o"*{ = .18,q L ,,g."**( E.,'.lll 4T^**= G\G j)(0, uo;^)(uo ls)) = ("'l'8 |Tnrr, ' (z)(rv,ztb)/ t'tr' 7t,? L {T^- = 1t,.s le- Ptinl3l?2t2904 9.18.00 Release 6.1 I otg Rocky Mountain Prestress Job Tiile Tivoli Lodge Direction 1 Dircctionl = "Easr" Vertical Joint Number Vj.6int :=l Direction 2 Direction2 = "Wesf' Vertical Joint Locaton from Letl 5,3'7? P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 8022i FAX (303) 433-0451, Phone (303) 480-1111 Date 3.1.04 Job No 404005 X "ir,. . =066?ft ' ' Jolnt By By Subied StairCorelN&SWalls Checked Date Vertical Joint Connections VERTICAT,_JOINTS = THERE ARE vERrcAr rorNrs rN rHrs wALL sysrEM" Governing Direction and Load Combination Based on Largest Shear Through Connections Vertical Joint 1 Summary - Governinq Direction and Load Case for Shear Lltimate co"eminn ""'l Sh€ar ln Vertical Joint at .67 ft ;;;; Load i Load _Load verticatJoint Factor Faclor haclor 'a lryg4gto !g"d-l__ ___: -2 ' 0.s : 0 i__L_,_ I Level 1 To Level.2 2 :0.9 j 0 , 1 Level 1 To Level 2 2 oq: n 1 . : - :- -'- :--- Level 2 To Level 3 2 1.2 1 1 [GovERNcAsEsve uivjoin) violn, connection x "iv;oin i Vertical Joint Number v ioinr i=2 Vertical Joint Location trom Lett Number of CD.33 Connections Numb€r of CO-35 Connections X virr. = 10 ft ' ' Jolnl Vertical Joint 2 Vertical Joint at 10. ft Foundation to Levelr 1 0.9 011 . Level 1 To Level:2 2 r0.9 0 : 1 100.92 ' fcwcf 2 Tn favcl ? ) : 1) 1 'l ()7 Ro [oowruc"rsrsv (x 'ju ioin) v roin, connection x'ivioin,J v+r tt c.a.{ioinls rap({ sen+ ve,rtrcl ioi'',L '^nnrc{r ont {, *r*r,s4- urltr'rr*l pnvie{t ,+ ovtvh..rniu., 9[u I .^l pr pe.,ra[r'e.^[a,. a* perVendic"la, w^,lls fh<qv €- .^p*.,'\ ur"l{s Ue( (2.) (D- Yz ,tnivr, Ptinl312212004 9.18.00 Release 6.1 *v^ - (z) (5-r.sk) = lo. L J1404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1 N & S rev.mcd o Sofg Rocky Mountain Prestress Job Tifle Tivoli Lodge Subject StairCorel E&WWalls Checked Shear Wall Design Material Properties Steel Yield Stress f ,:=66.*' Steel Modulus ol Elasticity E st l=29000.ksi Concrete Unit Weighl T c ;= l50.pcf f ":=599O.Ott € "u l='oo3 I s.-.o.l! { u :=o'85 ot:=09 5'z.zb P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451 , Phone (303) 480-1 1 11 Date 3.1.04 Job No 404005 Date Sheet By By 28 day Concrete and Grout Strength Concrete and Grout St|ain StaticFriction Coef. Shear Strength Reduction Faclor Tension Strength Reduction Factor Shear Wall Data Total Shear Wall Length & ve{ L rot:=( l9.frt0.in) - ( I .ft+ 8.in)- (3.fi+4.iD) Number Of Levels Abov6 Grade N 1"""1. i=5 Pilaster Dimensions t pilaster:=O.in w pilasrcl:=0.in Pilaster Location ("LEFT','RlcHT", "BOTH-,'NONE") Shear Wall Thickness r wall l=8.in Typical Story Height Story i=19.6 Gonnections Total Number Of Foundation Connections Connection Number Location of Connections From Left End of Wall X c5 :=L tot- 20.in X %i=L tot- l5.in Joints Number of Horizontal Joints above Foundation Elevation sf Horizontal Joints From Foundation Number of Vertical Joints Location of Vertical From Lett End of Watl X "l '=5 'in X "2i=lo'in X "3i=15 in x c4:=20.in N *nnectionsi=8 n *n i=l .. N --""6on, x c7:=L tot- l0 in X "8i=L tor- 5'in HJ i=N 1rr"h Joint Number hj :=; .. ", v1[ = to r:2] 33 43)ff vJ:=0 X vj | :=o.ftf 0.in X vj2:=o.ft+o.in Prinl3119120O4 9.18.00 Release 6.1 J 1404005\E&D\l n Progress\Calcs\Section5-- Walls\Stair Core 1 E & W rev.mcd b"llr^. ,l wqll g t$)'-6^, a:rtlrnq( ov+.1\v'.,'n1 5*<e' I "l- ftqrtlotf on lt,te"l, Sr^o bq Se Sl,,ea. in/n $ain J d, i^ ph, o 3^ L61=14fr Pilaster :='NONE" Footing Elevation First Level Elevation Top Of Wall Elevation Foot elev:=818? fr+6.in First ";"u i=8200.ft16.in Top elev:=8240.fr+6.in Kert isr-l =l t? f,ara egStlrn ( S eltvai a" d H *.11 i=Top .1"u- Foot elev H *u;1 = 53 ft 1of 9 Rocky Mountain Prestress Job Tifle Tivoli Lodge Subject StairCorel E&WWalls Checked Diaphragm Shear Connection Gapacities Light Connection CD1 svnoi"-tigh,:=# Width of Level Supported LOaO w levelm :=0 fi 5,s,21 P,O. Box 21500, Denver, CO 90221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 oate 3.1.04 Job No 404005 Oate Sheet Of By By Heavy Connection COg ovn Ol._f,*uy:=I#P Veftical Joint Shear Connection Capacities Light Connection CD33 {Vn CD_3: ;= 3r lL lips Heavy Connection CD3S Horizontal Joint Shear Connection Capacities Light Connection CD37 ovn CO_gl :=!2fiS Applied Loads Loads ln PSF Medium Conngction CD8 4Vn r-n r< =64 65 kiPs l.l5 Heavy Connecton CD38 Live Load Double Tee Topping LL-:=9.t1 DTm:=oo.psf Topm:=o.psf ovn Dia-mediurn:=L& SVn Co_:r ;= l? 71"!iPs Sustained Dead SDL, l=0.p'5f Ptinl311912004 9.1E.00 Release 6.1 J J404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1 E & W rev.mcd .t I z ? 4 5 2o19 o Rocky Mountain Prestress Job ri$e Tivoli Lodge Subject StairCorel E&WWalls Checked 5,=,3o P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO gOZ21 FAX (303) 433-0451, Phone (303) 480-1111 Dare 3.1.04 Job No 404005 Date Sheet By By Point Loads Number of Additional Point Loads Dead Live On1 Dnz Dirl N loads i=10 Load Number load l=l.. N 1o"6. Point Load Localion From Lower Left (0,0)Load load = ool o ol o ol 0 0l 0 01., o o IK'Ps 0 0l I 0 0l o ol 00J Dr2 ^ plload.- 0.t 0.ft 0.ft 0.ft 0.ft :l9l L tol Lor L tot L tol ' Plload 1.5 Srorv l.5.Storv l.) 5tory J.) Storv 4.5 Slory 0.5 Story .5.Storv 2.5 Story 3.5 Story 4.5.Story forid<.. (zl o-'12 uf oJa(i*ro1J too-ol &v. " (t) (st s F\ = loz Pl *att :=8'in Story#y c Note: The Point dead and live loads are now input as a matix with (2) columns, The {irst cotumn ol the load input is applied in Direction 1, and the second column is in Direction 2. This is to account lor DL and LL aoplied f rom perDendicular walls in lhe comDrestion block. Shear Diaphragm Loads per Floor (Assumed to act at the elevation of the horizontal joint) ?ar yanel l- firL 'c,.t [ar, ua-lls "+ ?, rf*,,n d , L Pl ,"11 = 5"16p. Otn'4""--'-- Level G+1 Level G+2 Levetc+3 Levelc+4 Level G+5 v,:=..13E v^:=3lIlE y.;=38kiF v.:=jl!ips ., .=6t.kips , 2 ', -, '4'--r '5 ---l- Enter Applied Diaphragm Shears Enter Shear Directions Enter Applied Lateral Shears Level G+1 Direction, i='Nonh"Dircction2 :="Soudr' LevelG+4 Level G+5 ,, .-48.kiDs ., .-61 .kios " at'-T 'ds -- r Level G+2 Level G+3 ., .- 38 kios v l^ ,---__j-_ | 'DEAD' I I "LIVE" .-l l"LArEMr"L- \/. -12.kips r,. .=25.kips -r 2 2 Load Factors Aased On UBC LF 0.9 1.2 0 l_0 t.0 1.0 .CASE I" 'CASE 2' lnitial Guess For Solve Routine A steel := I .in a 610"1 i= | %,L 1o1 Prinl 3/19/2004 9.18.00 Release 6.1 J 1404005\E&D\ln Progress\Calcs\Section$.- Walls\Stair Core 1 E & W rev,mcd 1 c o 7 I I 10 co?)nc c/ieh s ?^fO Rocky Mountain Prestress Job Tire Tivoli Lodge SIE 5.s.21 P-O- Box 21500, Denver, CO 80221 5801 Pecos Skeet, Denver, CO 80221 FAX (303) 433-0451. Phone (303) 480-1111 Date 3.1.04 Job No 404005 By By ot Subject StairCorel E&WWalls Checked Date Sheet Overturning Steel Requirements at Horizontal Joint for DIRECTION 1 DircctronDR = "Nofih" Governing Load Combination and Load Factors: LoadcaseDR = "0 9 DEAD + 0 LJVE + 0 LATERAL" LF 6""6OO = 0.9 tF. -n - IveDR - "e' lareralDll - , _o-]Eqc]]oN ! summary ;-!gqqt tt .Wa.,! trt*". Load Case Load Factors HorizontarJoinr Totaroead , rorarLive lrff:li lrH:li , ov.rt,,hin6 compression I corp|'"".ion Erevation From Load .Lo"d .. d";; ;;, ,il: iil uvenum|ns Brock sae Force Foundalron (Unfaoored) (Unfactored) ,;"i;",;; il;i::"J) Momenr (Facrored) (Facrored) 19.00 : 0.00 DIRECTION 1 Summary - Connection Tension (kips) (FACToRED) -^^ Lh ' ----8tb7'- Q (ft) (kips) (kips) (kiP,ft) (kip-ft) (kipft) (in) (kips) Feinrtatfdtl Level. 0.00 99.20 0.00 . 869.40 , 0.00 , 3641.00 c 61 ?2F'70 _"*_-:-:*1:.:.;:-*-".::^::*-*-*..'-j-::*.-'*..^-:_**-l.','::;:.:_*.--:.-..*.---.:.:::-::--.,*.-.-::--".-.-- Level G+ 2 23.00 57.00 0.00 504.00 0.00 : 1585.00 5.45 185.21 Level G+ s - - g3 o0 38.00 o.oo -' lo6lo - 0.00 B5o.oo 3.rs - rbe.ag Level G + 4.43.00 305.00 't.16 resulrs( DIR) Connection Loc. From Left (feet) . 0.42 0.83 : '1 .25 ; 1.67 12.33 :, 12.75 13.17 13.58 :.---9-r-?1lt*l-|95s:l,t:y4:96-'9:.1q91. .99:qq * -96.9!*..Y'95-*-v!?2-- l?,91 -:!.7.'-1A -Level G+ 1 35.30 35.30 35.30 35.30 35.30 30.68 3.39 -23.90 Level G+2 21.27 21.27 2i.2; 'Zt.Zl Z'r.Zt 21.27 14.46- -8.20 i !=gy9!-G* 3 10.08 10.08 10.08 I 10.08 10.08 10.08 I 10.08 3.71 : Tension( DIR) DIRECTION 1 Summary - Hold Down Steel Area (sq in) (FACTORED) 45678 (s)+tt (25+ t t (t\c ll \,i +rr c0-39 0.39 0.19 0.05 0.39 0.19 1.25 1.67 12.33 12.75 1.04 1.04 1.OO O.SZ 0.65 0.65 0.65 0.57 0.39 o.3e o.Cg 0.39 0.19 0.19 o.iS O.rg 13.17 13.58 o.zs ' o.gg o.oo- o.l+ 0.27 0.15 0.19 0.07 0.05 0.05 0.05 0.05 asl Print 3/19/2004 9.18.00 Release 6.1 btfz t J:\404005\E&DUn Progress\Calcs\Section5-- Walls\Stair Core 1 E & W rev.mcd o 0.05 0.05 0.05 4ofg 5, j.7z- Rocky Mountain Prestress Job Titte Tivoli Lodge LoadCas€DR = "0.9 DEAD + 0 LryE + 0 LATERA!' LF ;".,1^- = Q.!LF I'u"p,^ = 0 DIRECTION 2 Summary - Loads on Wall System P.O. Box 2'1500, Denver, CO B0ZZI 5801 Pecos Street, Denver, CO BOZ21 FAx (303) 433-0451, Phone (303) 490-i 1 1 1 Date 3.1.04 Job No 404005 tF,-' IaleialDllt - ' By By of Subject StairCorel E&WWalls Checked Sheet Overturning Steel Requirements at Horizontal Joint for DIRECTION 2 DirectionDUl = "South" Governing Load Combination and Load Factors: Load Faclors H o rizonial JoIntEtevation TolalOead TotalLive - Load Load "^ij::,^- (untactored) (unfaclorcd) FO UnOatO n Resisting Resisting Momenl Moment Ove uming (Dead Load) (Live Load) M oment (Unfactored) (Unfactored) Compressio n Co mpressio n B lo ck Size Force (Factored) (Facrored) resuhs( DIR) DIRECTION 2 Summary - Gonnection Tension (kips) (FACTORED) Connection Number 1 2345678 leveic+ z' -.e.zo ti.ia )i)z u.27 21.27 it.zz 2i.27 13.58 ^; ^^ 21.2i l Level G + 4 2.78 zie ila 2.78 z.ia 2.78 z.7B 2.78 Tension(DIR) DlRECrt-O_!_!-9ummary - Hotd Down Steet Area (sq in) (FACTORED)utr<EciloN z summary - Hotd Down Steet Area (sq in) (FACTORED)' Connection NurU.r 1 2 1 i -5 6 T B Connection Loc. From f-ett tieett 0.42 0.83 1.25 1.67 12.33 12.7a fitZ 13.S8 Dr7at-fo^ -seund*lon Gv"i o.as 02s 0.37 1.bl 1.04 1.04 1.04 r.o; (3\4ft Level G + 1 0.44 0.06 0.57 0.65 0.65 0.65 0.65 0.65 /z( *tt Lever c+2 0.15 0.27 0.3e 0.3e 03e 0.3e 0.3; ;;; i,r'*,l'r-e*rc*i ooi ;;r ;r; o1e org ;;; ;.;; ;;; i,(+'i,\J Levet G + 4 0.05 0.0s 0.0s 0.05 0.05 0.05 0.0s 0.05 CD-38 r-evii ci i "s.zr ro.o8 ro.oe ro.oa ro 0s ro.oa 10.08 bIR.L J :\404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1 E & W rev.mcd Atea 2 Print 3/19/2004 9.18.00 Release 6.1 5()IV Rocky Mountain Job Title Prestress Tivoli Lodge Governing Load Case Equalion 4<-tn .' ., ,2 P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 90221 FAX (303) 433-0451, Phone (303) 480-1i 11 Date 3.1.04 Job No 404005 Dead Load Live Load Laieral Load Factor Factor Factor JIE ol By By Subject StairCorel E&WWalls Checked uate Sheet Shear Forces and Connections at Horizontal Joints Governing Direction and Load Combination Based on Smallest Shear Through Connections Direction 1 Dtrecrionl = "North"Direction 2 Direction2 = "South" and Load Case for Horizontal Shear on Wall System HonzontalJoinl ^Elevationfrom b-ovemrng urectron F OUnoalron (ft) Founda!io1,!gv9!0.00 1.zDead + lLive + l Lateral 1.2 t.ztEau a rLtvc r rLdtuti,| l.z | | t-eveiC* 2 23.00 2 1.2*ad + 1 Live + l Laterat 1.2 1 1 .:"9!"er.".-...13.99.2-_1.2Wg.+1Live+lLatera| Level G+4 43.00 , 2 1.2&,ad + lLive +'lLaterat 1.2 I 1 Level G+1 13.00 , 2 1.2had + lLive + lLaterat 1.2 1 1 GOVERNCASESH Summary - Loads on Wall Syste m rounU"tion [."ef 0.00 99.20 0.00 869.40 HonzonralJornl TotalDead rot Res*llno Resislino Erevarionrrom Load a3'"Lo"" rrro."ni rt,lo."nrtr-iu" overrumrns a![:l:il" a" T:.,""t"t'o " Foundarion (thracrored) (unractored) iffi:::T:i ,r"l"ill"o, Moment (Factored) (Facrored) ..-*l?ii-."-.*'" ii;p51 --*ikrpr--_-lk6-rt)*--lkip-rt)--*--(kip-rt)*---tl;t**,---ii6r)-- 0.00 3641.00 9.76 331.79 Level G + 1 13.00 76.00 0.00 672.00 0.00 2445.00 7.57 ZS7 .29 Level G+ 2 z3.oo 57.00 0.00 504.0b 0.00 15g5.00 s.44 185.09 Level G + 3 33.00 38.00 0 00 336.00 o.0o 850 0b 3.14 106.74 Level G+4 43.00 :_ _19,90 .9,99 168.00 , 0.00 3o5.oo 1.11 37.92 resuits a S.gmmary -Shgar Design for Horizonta I Joints . !kip.) Foundation Level 92.00 Level G+ 1 86.00 Level G+ 2 73.50 Level G+ 3 54.50 Level G+ 4 30.50 (klq"l (kips) (kjps)" 92 00 169.21 124.42 86.00 131.22 96.48 73.50 94.39 69.41 54.50 y.44 40.03 ,, Connection 0Vnconc,ere Shear Goveming Transfer Resistance Required (kips) (in) 124.42 0.00 Numberof CO-37 Numberof C0.38 Conneclrons In Conneclions in HorizontalJolnl HorizontalJoint 4V"= a +S kips 4V"= 15.42 kips 00 0 1 2 2 0 1 1 2 . urtimale 4,V" 0V"Folrcnlal Horizontal Resrslance Resrstance >near Shear gased on Based 600 Frictron psi 96.48 69.41 0.00 4.09 30.s0 19.29 40.03 14.47 14 18 16.32 14.18 ( SHEAR Connection ) Prinl 3/19/2004 9.18.00 Release 6.1 . / \ Ai ,a^ - ^ t I tjs{- LZ) LU- >A P?r Pqn!-l ltv'rA -| _l J:\404005\E&DUn Progress\Calcs\Section5-- Walls\Stair Core 1 E & W rev.mcd 6ofg 5,-.."1 Rocky Mountain Prestress Job Tifle Tivoli Lodge Subjec,l StairCorel E&WWalls Checked Diaphragm Connections Governing Load Comhination Based on LafgeSt Laterat Load Factor P-O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 90221 FAX (303) 433-0451, Phone (303) 480-1111 Date 3.1.04 Job No 404005 By By Load Case Load Factors LC( Lradcase) = "0.9 DEAD + 0 LNE + 0 I-A,TER-AI, LF6..6=09 rliue=o -__ s_yTT-1ty:-"99p-l'ra91 991193!jon lq1!!e_!r gl"lllgtjot _ : _{yrt 12.20 kips : Wa #.1 . Diaphragm Totial Uaphragm L= ltl ,, Bevation l.JltirEte Load I d,aph.*- , , Level G+ 1 13.00 ( Templ Temp2 Ternp3 ) ' Levef L' ? 4: 4J.UU ; 24.0U , 24.UtJ 2 : Level G+ 5 53.00 30.50 30.50 3 1ii:l . -.-: - -.--, --.--- _S_yT."ry -_Dlull1gIj,or'lqcjiol for qqD]uM 9'!n:_".tigl : $: _17:49_._l'l-: , , i_.,^.. : wall #1 , i CD-O :. Wa[#1 /n_A Diaphragm . Total Dapnragm i; ;,, - ' _- - -?y - ')Bevation UtirEte Load " - : '- 'oi"ir,iii. .'- ' ': ) ForcJ ; Nsrberol i I | | -'-i Corneclior6 *_-- l ;-.*--1 (r0 __:__,_$il.s|_ , t{p.) .: ( Templ Tcmp2 Temp3 ) Pra,t.irn\./,,n d iq,h r^1n Shto'r tolnrcfior^ s 7€,. Pakd ra i't is 3t (e qse (z) CD-g I /u (4 Ln rnain horrQ, Lqse Sheq- thlb h. *( 1,^ p h r+3 v.. h.r\t, 4irecl co". pr46gio'- ,d ol,a7Aro3 *- Print 3/19/2004 9.18.00 Release 6.1 J1404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 1 E & W rev.mcd Totg Rocky Mountoin Prestress ,oor,r," -I'lvoLl LD>GE 6tl r -'t.l PO, Box 21500, Denver, CO 8022.1 5801 Pecos Street, Denver, CO gO22t FAX 303/433-0451, phone 3O3/4BO.1 I 1 1 o^r" 318 .1op6o. {o{oat Date - Sheel -..-Of 0 f.tlcn{t '= )BY L- ir. {y,'.; ie,e I = ('(4", 4 ,45(r,u G'rrS rr,+(:.oy) -- ?st L uqir, leuel -- v(tb,tL) n zr\,. r ivlri) + / 7 r,);* % (.ulrs)+ r,t &q)\ a- lvg? L al Stqot- c u CUL I |tlt P t lt4 , f ld,ut Prv : ttt(ru(f,"2) {, 9rzbs(d=/r,4* ok. t1 |+ t.+ (r,z)) = lsz L p* fu(-,-d kwJ ,r?r,r (s,izy + t,l (=a,1) = t1r, L r,:e.;q lrrrl s(rsa) r iYr. t Yr(r,u,(t5)t t,,v(C1)) + r,q(?) +i,t{s,) 1't4 J. rf Srqolb| f l4rrl 15D0.4)+ lerAt fut wtJihs ,#?, = 147 l. ,e/^/- 1 6il< 30) suolect Qrl ol 5,4, I o, PO. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO B0ZZ1 FAX 303/433-045'1, Phone 303/4BO-1 111 Rocky Mounloin Prestress qe ,oor,r,, Tlt/ o Lt kDh E . .? t, .\I t.7 (t.z)(o,t,))- ttg ,1 r 77 L + Y. I t,q(r s)'r t,l{c'I )/ lq v tltl - = o ul' L Dar€-Ll-.r- uano | 0V o of kM C Krvise"l b"-l'Checked By Date - Sheet -.-Of _ f4 P, 5,'1, I C q^p|,6 poiql f**t ^t no,tl 4^d. c^rrtia{o- loor{, fo. ca,,hiive, q#ec.f k^+- 4# = t,Lt a,14. zt'/: +, ywiau.s\ c^lrnl*lra l*.[, te,l.tce lirt l"^,1 4 *3ptt^t (v"a( ^uo( -^+ coy:lAors P"n = (it-s' + ?))((,r(r,"7\r l,r(t,z)fo,v) *|!;5filt(q.n +(.7(z,oyo,,q) l,ot -- rfl.= l. Ir, bp|rd tevul ',q E( tEgV)t ecr V . (t,,t (nS r r,t(t)) l. er Itct L lrl, ( 1,,.1( t,j!) q(rtul) f frt.q v I Ic ) + t4k)+t,v(s) * %(t,,,{(ts) r ta(ce)) 5,'l,z \ .. 'i --. r' t I ' di \y-8 -: - __-'!-I',i-;+-=,';-i€-+i3s-+-" <* ,' $i*F;i=.i ;!1jJ'*-'; {r I J"-s.:1JL-!P 5ff!3rJ Z :F -J L! f ( )l \_7 -E.O .hr..,dv]1 rl J'|-, . rld tr .I J M Rocky Mounloin Prestress robrire Tlv o l-l LaDEe -.Bv , ,,1 , > PO. Box 21S00, Denver, CO 8022i 580'1 Pecos Street, Denver. CO 80221 FAX 303/433-0451, phone 303/4g0_11 1 1 :la Checked By zlr Date -/ t Job No Llav o o5 Date - Sheel _Ot o ?,* Y rq G4) t,r (s''>) r 'lt:lq P ,|\ = r,f's(,t (rs4)t r,+/r,a)\ ' 6c.7 (c p(. kp,*, lwel = o /ur",+) + t,y(3\ r i.?( r<) i '/r(r,tP\ -t t.v (tu\\ = ''l?< k reechca ^t gzoo![," f hr"d 4o (l 1) I /o{.() = 5( L- ou-. ', Prn '- (ry r 5-c' )( t,"t ( 5 ,z=y r /,? (t,?)) + 't'( t ,l (6,22) t q, -- E(nqt) + % ( tt5(\+ i,l(v:)) + t,\ (a)+ t,z (rfl = lo L ,l L "* g7.eo'- (on f hr,L 41f(14)rJw(n) =lorak 6k kr) Prn -- i,E' t rz-c.';( rLt(Lss)+ r,tlrzi\ _ -., \ l - atb L D4,r T1^t*iti.4 #+-w6a T\ t,\ (f ,tz) + 1,1/:,o1) ='7zz'L- Lv,a\n lr,e { 'r I = (ft' + rz-d = 5 (zru|)+ 3zz + t,,r(z?) r t,i(6) r ,/=(tx6")1 tl(n) = rB oq l. of F.rr?o,-(nn u't"od"!' W:LeJ'et j:t^sL qfij +) +4f5(t:?) = 2o4o k 7,.i1 \ t t?,-1a, . - t-,eq4,""L.r!,(WgFSry+9"'!) ^Tru = ('-{ )(1,'.{f t'ii) + L7(l,r)) - b(t L- "f,er t11tic^l krrl Sz1 r.-- lgL34r , \ / \ tj LL Yt<,, = (.- jLr, \ ( f,=+) + t,7 [=,d) -- ltE L ftt-qln I'tv,e I 4u = 1(st t) + (tS + '/=(t,, (,.>+ t,? /T")) + 1,,{ (:) I i,a (rr\ o9 fi: o'aru*+a s WU_' lp"i'' T ise t t 1(i.+ ftq((.1)= 6"'U^ ^ ?!,.u,9,f:'Ar,:^ | aL--, n i^.,.,.! ;'26/t (iuj 1 {'''i(r,r:5 + i.7 (?.o'- /G\\:/ ::==: Rocky Mounlqin Preslress ,orr,," -fMoL ( Lob4E >,v.7 ^, v ( - P.O. Box 21500, Denver, CO 90221 5801 Pecos Street, Denver, CO g0ZZ.l FAX 303/433-0451 , Phone 303/480.1 1 .1 1 <1e-o"t. 1/ I ,roo ruo.4oulooT .,01"", 6td b Ktu,leot hals Checked By Date - sheet ----of ref , 5,\ ,s 0 P* - (+$t4k,so) + r-t(r'z\(o.yJ) = vt,q L lu @ o- plifa-*o* €,r1o" )-^ = '# = t,oo Tro " 6t$'t r rlr,'S [r,q U,rs)r t.+(r.z) (o,v] +' (t,1 (y sa),t r.V h )le t)) l,so f, -- q( tbrL) + 73( r,u (r) r t+(rz)S + t,s ( t.v (ao1 1 t.i (rt)) '- lLo L A a^1r1,{[r"-L'a. 6,1r. L^= ffi-- t,Lb F\ tq P=,l\ l/Iru - P3''lLl -. IL' L t {vlzq t=- t 237 lc s(ztrL) tso0 k_ I z L uo ) ( t,t ( q1tz1 + t.7 ( r z)(0, t )) r 7' ( t,u ( u,+\ + | t(:,0)(0,,{)) f l, 6 b ) 7 3?zL 7 r,6r(/,7121) f t,rft,j) t %(ml ro) r t,r/vz)) 11 |(+iCr.''t (s,si r rhr,s\ + ttsk l,+ ( r, r\( o:i$ = 7 s.r b + 4(r,v (rc) r rc(vfi) + t/,t 1,1/3\ + /.?l(\' , c,-) = T67L D,'1,4 AJ ..\.t t_ a-dt -1-b-!T = t-lIf ,-iT=Fi jj -t ;$ !3 o a q 3 i.,.!r h 5o t vr!o:t +<; ,i .i,6 3 33 il, z. :F- LLJ- .J LJJ ,r^.tr I I E,/ O E (_) M Rocky Mounloin Prestress E,,, r 211,) PO. Box 21500, Denver, CO 60221 5801 Pecos Streel. g"nu",, CO 8OZ2t FAX 303/433.0451. pnone 303/480.1 1 1 1 O ,oo-,.,,," Tr vo L / L o DG L, ,u ,,c o"t" 3f S' ,oo,1o |aV c;oF Subjecl Checked By Da1€ - Sheel .---_.-O1 n P.n -- (ry'i-1.\(r,7tit,7(t,z)\ -- ?/,.7 1," -[1i.^\ l<,e\ Frnu = ,-.if l,ti6,-s:'..{ r,Tf:.) = lt:,6 L *no,i-, lc,t.i l" slsc,l\ + trY + l.y(l)r r,?(ir) -,, Vt( l,y(r.) + l,t (?zf = 6tt f hLl l0o(1.a) r ff(t.?) . 7 zk (r,) 0k qt 4is7i b" .l9t- -' Eu = G ' 1i' L')(t,u(r,ts\ n,,t( r zS) + \'( r,'l(o,is\r+/ l (t o1) f;o : (2' r iz',\ lt,,t (q,At r,T(s,,)\ +'1' (,u( s,z3)r- r,t (2,,1\ '= 3 zz L "f L+q;h ler< ( ?,n I hnl aao (+)+15t(r.?) = Httk or [) q+ etv+'.6 Prn = 1€i'* 4"t(t,q (t,s=)+ t,a(l,rl) -- IBE,L y" \pi*l lgr"i Frn * lsL*t*o\( t,n (5,s, + I,l(s,)) ; zuv L- hlqin knel c\loo[ ry (9,' Qnlill,tev luol 9;uq\t 5/a'-t r-\ \-4,/ f-;\ lo^d qe 1inPlo- 'tA^o T) 'Td t-( I tll €t,a-/ (1 .> 4 PO. Box 21500, Donwr, CO 80221 5801 P6cos Street, Denver, CO 80221 FAX 303r/433-0451, Phon€ 303y480.i 11 1 Rocky Mounlqln Preslress ,oo.r,o" 'flVoLl laDhE fu;a g Rt,tued h,,A s Checked By -7f9 o"e t{/ r ,orro. Ll oy oeT Dale - Sheet -Ot h*f, y, F,q,f tgr_ 31 O ?* = [-)l].v(s,rr1 | t,+(n.1(uy)) = +ut lF 6 F^ - (-; r n4\r.i(i,41 |,itl,lir,qjjl- 4,0 ,t (i,,rrj l r,t|i,,r(o,v) / aa '(u= >Lz=b!) +- 9b-L+'.t,bb(lilzl).+(,+(gt)) f 1f l.1/rc) t l,?/V?)) ll - lBo6 L @ e* - G)(Y7'2rt(s,is) t-tl(tp)/,,H) j - tiitl;.' l,r, - 5(71b\ + tslb I l.r(21 + ,.i (;) = LLA L La >frs M Rocky Mountoin Prestress JrlrP PO. Box 21500, Denver, CO BOAZl 5801 Pecos Slreet, Denver, CO BOA21 FAX 303/433-0451, phone 303/480.1 i 1i JOO tll|e a^-< lr- U pat" r/f Job No '1oY 9o5- "ur,"", Gt [4 E (n"o1s Date- Sheet _-_-Of h \_1,/ftu = &)Ltr')(t,t(6,r2)r/i(^r))= try L 1,, t/d fr,.l ?rn, (q,.350,t (:,:=; +t,+(s,o11.-- r5r L- w,a)a l+,e { l* = E( tryL) r ts/ l. +,1.+(z\ +tr(p)=- 1,{l L ol StTtt-6' { hnl tof(/t) + 45(riS'-- 2z4L oh*ot'. I Eu = & lL t't (s. Ti1 't 1,4 f r,t)) ' 5r k Tr" ]lpi:nf l+rn( '=l f,n= OI. t1 (s,r:)+ t,r(sr")) -- ?b I p,c,ia lorr{ [r< E(s+)+k +t,,{(y)+1,+(1r)=3izL ol el07!b" f tt J lof (r.1) + or(r t) = zeo L o/<- . dr@,aru foa,tr,oe - t. 7. Lrc-fs a4;J z -ekn{o i?{@r4/+) 5,.-'1,7 :r= S.: .>:(J- -t 3 t* :r !:!* !:+:\.. -{; *- :F \ $ " :;; sr'^'l ri a"e F r l;<-t"--::i.X -1 - /_\ \-, \-, d { 9 -X y,,' -C'fi ;5 e9 7i,:;,, .c I Y !ii: ,; ." ir ': .v ='o 3 3 ? 3 !!f t R z :F u_, -J ,-\g-/ O G a1 Roeky Mounfoin Frestress 2,.1.b PO. Box 21500, Denver, CO BOZ21 5801 Psg6s Street, Denver, CO BOZZI FAX 303/433-0451, phone 303/4BO-1 t 1 1 1--_19 3l? rft U ,^^-Dale -l' JobNo. Iv-( rJU>Job Tille Sublect Grid F l-tq4 s Checked By Date _- Sheet _Ol c (7 ) *5pia-l le"n( loqd,i.q Ftn - (gi (1,, [t.*= + "{.tzs;- a. Y:) + t,}(i,:^)) = 8(,.("t- 1, = r.y(r)+ t,+[v) + /=1,u.(o)1t,? (56)) + (q)(al.() eL - alQ/&l ., Vn pk 2 paa-.Gl' ' = (!E'* tr\e)(,.q ( o.1sr 1,t29r o,'te) f l,t ( t.z) + = 111 lc rto.rf o, ^l gzoo'* b'"' x hal +o(r1) + trg (r.?) = 24s t fg-l( r,1(4,rcs r o,ys) t r,7(3e) I /h,Lr oc fr,T@ [r1(l'i L; @ G) r iffiqt o";)':| ;fr1 rif-,' fi?? L G)-/ -.tsl'-./ ,t.)r -/r r.?r:{ -\- cA-U r<J^u< Lc +'b ?r* -* (5'.' + ?)( t.1 ( o.rs t Y, rzs + o,ys) r t.? (t,z) + Roeky Mounloin Preslress .7 -7lb 6,t|,,8a P.O. Box 21500, Denver. bO 8022t 5801 Pecos Street, Denver, CO BOZZ\ FAX 303/433-0451 , Phone 303/480-1 1 1 1 o^t"'fl I JobNo ?oYoot 6r;a1 F Rtvisd Lrnr'ls }\r 'rv Checked By Date _ sh€st -.-of ref ?, r,4,v O 7*= lz+r)(t.t7q,e'1Sr- l.?(r r)(o,y)) = +s,iL P* - 7(7s,sb\ f t.y(r) + t."(t'.t) * /r(t,r(tz5 + t,?(5r,\\ * lUz L (4' r,r'-n') (t,tb,gr) + t. 7(rc)(e,<1)+ q'( t,Lt (,.t 5e) r r.1 /:.";(o,,rl)tr,e r) z'r51. 5(zzsl.5 + %( t,t(rc\ +i,t(sg)) + t,6s (t ,r(u5 + t,+(bt)) l'111. L (512' r t$:'jr,tt [r,sz;r t,?(1,2)(o,r)) + 1'( lq({.sby + \,1/:,ofo ,\\*, lbt L r( rur [) + r,q/s) + r,p(s) r ffii1,,r(zs)+ r,+(22)) | /r(,,u(e) t /,2 (:s>) + '4 (1,v [+7 + t,l(to5\ : 1Ao L_ it' " 11!,1(r,ct)+ t,T0 z\/o,ty) = tzt\. r(w p) t- ttG\ t t,+(71 r t/{t,t(r> + t,t(sl) + % 0,v /s) r t.t(:a)) rnP y-,/ 'T{ = Lt rtl. I +II K !- Roclry Mounloin Prestress .t I tV o t-t ,oDGE €w JobTitle ' tvvtel t'.r?L4 E ewv,'ve - By ,uri"o GriA ? Loq/s cheeked Bv €.v o - I I' I ' P.O. Box Zi5O0, Denver. CO g0221 5801 Pecos Stree! Donver, CO BOZZ1 FAX 30U433-0451, phon€ 303/rB0.1i l 1 oav 317 ,oor.to t{oVaof Date - ShEet _Ot A) v ,.r' t I 7_ ttnn ?=- .. -i?,{ P -!|tt 41t (t9 + /rtr(t") '752 k ok- G't) .1 i.oL e4) 'y(v\+.r.i/tf) r f (2tL f M tso.(+) +q+ 0d = zle L GE) 5,4,t0 ; i. l '+3 J: 4: -f-' e :\!!-{ -t. \{E+\^ \n dl-l+' i !--i : *; '- r' ,, ,, r ,-i Li .i ,! ,j rs X:: J I c,l t R z.r") :F_ -J [J $/O E-(t o, -I # Rocky Motrnloin Frestress ,00.*,. TVo Lt l,ob6E uu t,, ,l PO. Box 21500, Denver, CO BOZ21 5801 Pecos Street, Denver, co 80221 FAX 303/433.0451, phone 303/480-111 1 ':TE 0.,, E/8 ,oo ^o. t't g,-1 oD T Checked By Date- sireet / ot desiT^ - cq,,+'fpq,n s" rh"ou ".1 rtqu qs r{r.!dfioh + € b&rt,,3 fult,t q = lz-L(o^ t d= lo, 4fA = t,Zs z g,o <t la9 r *-J c,= V*= atgL '" n ,( c'z q=#n(atu)=?lrb T _ 6tbL - [-'i3-.LJ i- 'v{ ,n f {r z1l-9rq in- 1 J o,0oLs t- sl. = tnltli'aq"" €c=r.,J ttin€""i^3 l" = 3A-)^i-, -T-b'A =- "1 sl"e^,;l.a "f Slrv*s J- ffA l4S t C"4 nc .f-tL-lL a 'As '\4 -L =*f I tA{ = use Q '".1)(toi.S(tz,)n 4^ \ Z ,,.- &11r v'Jv t4 / |"/.5( I ,uoi"", Deep Feq^ Kf i,r{ 'f-- 4'K.'-. i\l 4eep b(4.a, vlrr@ jor/ in' lou x ?o' <*..*r"o,n 4, G>a71e:gle,. (h".f (t.'S7ro'S{o.b) = : .? in- E 7z n n rl *^- o's,4 l" Fs. o,6o = (r,uslr.a"d6*',:) = 3 o(no F.:\ /a lo.5 /--3 I Lru.o '"r*= J-a I L I tl r-/,//l Q<'V z a/ b.^ r t.tu) I rtvl.a t-bt I _ ,.,-) Rocky Mountoin Prestress --robriile I lv oLl t"DDtr _Bv - fi\x shQa,y, rl I t'l vn, 5,s,2 PO. Box 21500, Denver, CO 8022.1 5801 Pecos Streel, panu"', CO BOZ21 FAX 303i433.0451 , phone gO3i4BO-1111 <-". v." - (ssL ,/-" I t'uk\ + ?-c3l + t,,t(qL) f /.+(6/ L) = $y/ of_ oz ftducc.T fe'kcr b- == a@=.tgr --+ nol desirnLle_ 'n.q.[.v \l . t_ .l Vtq lce- \ L: de".p l'a,n (t\ (rsoft1 + I l,\ /zq\ +++L 2.4 3 fec+o- [.p=** lev"-(r l_ I I lsqt bCqr^^ at (zfrse b) * r, r(zq L) (t8v (o.8s ! q€ffiyeo Fr,)= la '?noi 4<<i,oL"le r. I r /St;fi'oun beta.r+e,^ lEvulq 3 + I + l,?(41 t ) = rt tO L- q nu ,.^a ,l l,v USt tu goo(l n2rE 718 r^hN,^ 'lonoor l,v (5, rr) r t,? P.o)) + t' ( Lu(t ,sz\r t + (2,)) . z4 /A l('g'{ --7--- Chepkeq Bv .------'--------.= Dat€ ---7<-- Srreet / Oi_fus cor4d k 1p:-Q"fuAu q,-;G 'd. $o,A,fa;fr'i; d'in Vl.: A'e. : iq 47' di sfa,*, @il q:f i,,krte"fibn ;l ,.ilt {4, a^h;f<v& ir4'*?, 1 ) .v ( t,L\\*(t)( L\ (L/,5&) t' r, I (:, ,l) ' ,* &P;*J Rocky Mounlqin Preslress 5< u . 1- | | PO. Box 21 500, Denver, CO 80221 5801 Pecos Street, Oenver, CO 80221 FAX 303/433-0451, Phone 303/480-1.1 11 ,oorn, 'Tlv7Ll L7DaE ", fu o"," Y la ,ooro Yo"{oo, s,oi"^ Wrtll Fler.uril / hioJ checkedBy Dat€- Sheet _Ol_ r.{n"ir> 5*1,7t 3.t4 { -.1[ bnf^"*- 3"i"(> 1 + A - desi:. - u. i*t, c-oy sid,gr"$.^ o F 'co.t t ll ,n ";'^:,;1T;:;j to*o{ o4 kqts\ i',.,., : b, ,^iiyportt,( \ r.olqtn bQctn^1 Tr,nlS q^J. lru]*r* [ru*/s I 1z qcfio"" f *s,''1r" P" l/ ft l4z, lo,'ol fr,^ 4borc 5<rfie, of wqlt qf P I $ }D ri"rn6 '(efr,:" LIF) v, - Lt.rrlf)fo,v; + (:.' 111- P .L P 'K- ? (r)(?ssf1t l.'r(r)+ t,?(tq) + 1(t:t 1r.;+ l.r("r?)) = 3?t Ic Q$zttL.1+ %(\,,{lroy+ l,+/11$ + I,tb(t'l(zt r+ r,1(o';)= tz\1 \' ( t,,t(v.r6J r l,?(r,z)(611 + r,y (q :g: I l,r (s,.)) = 7r l. t*.*: 3v{rCq)/te') = ?{,n sn*dffil= 6,7s €^in= o,6 lo.o:fo'; = 0,1 5,g,u ROCKY MOUNTA]N PRESTRESS, INC. 5803- N. Pecos Street Denver, CO BOZ2T (303) 480-ltL1 Dr/-ri o6l- Friiii.. Q rT'F .'r\,rJsr-\- ..rlg!: Dl.c. Datg | 4/ 2/ 4 Pro]ect Name: TfvILI LODGE proj No.: 404005 Descriptlon : WALL AtoNG E, cRIDs 4 To 6, LEVELS l_ TO 2 File Name : 404005w2 RCBEAM Program I lr i lonq 6qal-t'lp,t(r DESIGN DATA Note: strength Design, DefLections and cracking cbeck Follow Acr 318-89 LC= 0 . 00 SP= l-8 .25 RC= l_2 . 50 BM. Length= 3 0. ?5 BBOT= 10.00 TBOT= 0.00 BWEB= 10.00 BTOP= LO. OO TTOp= O. OO A=l-540.00 SB= 44827 ST= 4482'? YB= 82 - 00 I=3675i87 FINC=154.00 HC=1"64.00 BSHR= 10.00 FYV= 50 BM.=STONE TPG=NONE STONE WT-= 159 LTWT WT.= 115 BM.F'C= 6.0 TPG-F'C= 3.0 Z<= ]-75 FY= 50 KSI: Bar Sizes #4 Thru # 8 No. of Layers Bottom Steel = 2 No. of Layers Top Steel = 3 Number Size Height From Number Size Depth From Top of Bars (#) Bottom (In. ) Of Bars (#) Of Composire (In. )2 9 5.00 z 9 3.00 (Tot. Area Bottom steeL = 4.00 rn-2) (Tot. Area Top steel- = G.oo rn-2)NOTE: A11 Steel Areas in parenthesis Are Based on 60 KSI I ^-,li - | n'r .r tt- -:Loaor-ng uaEa (A11 Uniform Loads are Kips,/Ft.) .61179,r l{) r laoo DL4 (comp)= o. ooo LLI-= 3 .480 LL2= 0.000 \ lr "n ' ra \.\__ u.Z Ftt)/t'.u{\ i' 9,o F.li-Partially Distributed Lcjads Concentiated Loads z> zv 9.00 3.00 P(r) z(r)Kips Ft 218 . oo o. oo 97t I 1."s 0.00 0.00 0.00 734.00 18.25 l"{"1/1,7 s 0.00 o.oo o.oo 44.00 30.7s +g/i,+ (I=1 or 2,DL Before Comp; l=3 or 4, DL After Comp; I=5 or G, LL) MOMENTS r wP (r) xL (r) x2 (r) K/trt Err E.i- 5 0.00 0.00 0.00 ^Dist. X M(DLB+DLI+DL2) M(DL3+DL4) tq(LL1+LL2) REe,D Mu I Ft. In-Kips In-Kips In-Kips In-Kips v o.oo o-ob o.oo o.oo o.oo L.83 107.63 917.87 .-360.36 823.08 3.65 t-65.30 1409.58 -859.80 ?43.30 5.48 L73 . 01 t475 .44 -1495 .34 _239.35 ((l L1L5 . t_4 -2275 .96 -2L24 .86 328.79 -3192 -66 -4913 .24 -883.61 -4248.46 -8504.49 -2522.06 -5443.34 -13198.50 -4586.57 -6'.77'7 .30 -18695.5? -7077 .t3 -8250.36 -25095.42 -9993.75 -9862.50 -32398.1-2 -444t.61 -5850.00 -16892.50 -'t1t0.42 -2562.50 -6093.t2 30.75 0.00 0.00 0.00 A) For Maximum Positive Moment:Note: Steel_ Ratio Less than 2OO/Fy, Minimum Controls Resisting Deslgn (ULT.) Moment At X= 2.74 Ft.= (.90) 37:OO.3 = 33930.3 Ok Ultimate Moment Reguired: M = !L94.7 Cracking Check: Actual Z= 5 for positive Moment Reqion B) For Maximum Negative Moment at RIGHT Cantilever Resisting Design (ULT.) Moment at RIGHT Canr1.=(.90) -55767.9 =-50191_.1_ Ok 7.30 IJ LJ . / O lu. y5 -103.51 L2.78 -295.74 _r4.bu -537.82 16 A'1, -aro a? !8.2> -l_171_.88 22.42 -520.83 26.58 -130.21 Ultimate Moment Required:Cracking Check: AcfuaL Z= 91 At Canti-lever Vertical Shear rat = -325>6.! Dist. X vu/.ss Vc vs Req,d Av, Ln-2/FE Ft Kips Kips Kips REq,d Min Recomm.0.9r- 44.2 244.7 0.0 0. oo0 0. ooo o.1oo 2-',74 -4-3 24t-2 0.0 0.000 o.0oo 0.100 4.56 -52.8 244.7 0.0 o. ooo 0. ooo 0.100 6.39 -101.3 24'7.5 0.0 0.000 0.000 0.100 8.21, -L49.8 247 .5 0.0 0.000 0.100 0.100 10.04 -198.3 24',7 .5 0.0 0.000 o.1oo o.1oo 11.86 -246.8 24'7 .5 0.0 0.000 o. Loo o.1oo 13.69 -295.3 247 .5 47 .8 o. 060 0.100 0.100 15.51 -343.8 247 .5 96.3 0.t22 0. Loo 0.L22 t'7 .34 -392.3 247 .S 144.8 0.183 o.1oO 0.183 20.33 364.8 247 .5 t77 .3 0.148 0.100 O.148 24.50 254.t 247 .s 6.6 0.008 o.1oo o.1oo 28.6'7 L43.4 247.5 0.0 0.ooo o.l,oo 0.100 Deflect,ions (Inches) IG=3675187 In-4 ICR= 5L9909 In-4 MCR= 26042 K-In MTDSPAN RIGHT POSTTION CANTILEVER ERECTION:BM+DL]-+DL2 -0.00 0.00 :BM+DL+LL 0.00 0.00 Craerr F: nl- nr 1 '7 FINAL :BM+ALL DL 0.00 0.00 ;BM+DL+LL 0.00 0.00 lafocting Points During Yard storage Assumed at 1/5 points (Min. Moments).VNo Superimposed Loads Before Concrete Reaches F,c = GOOO psi ,{u1ru = (4(o, lzi^'f {1 * o,L0;-7d) . b,6V ir" ll+ 1\-,,1"rT ROCKY MOI'MTAIN PRESTRESS, INC.5801 N. Pecos Street Denver, CO BO22l (303) 4BO-l_l_11_ -- COMPRESSION MEMBER AI{AIYSIS --- Project Engr: STE Date ? 4/ 2/ 4 Project Name: TIVOLI LODGE proj No.: Oaooi Description : WAIL SECTION AS COMPRESSION ELEMENT File Name : 404005C2 14 y 36 bf u^n bqlr* JJJa> -L \tl\ lJAJ.A Area = 750.00 In^2 I = 5333 In^4 h = 1O.OO In Ybot = 5.000 In Bweb = 78.00 In R = ).g9 In Sbot = L256.661 In Bbot = o.oo In Tbot = 0.00 In stop = L255.667 In Btop = o.oo In Ttop = 0.00 rn F',c = $.00 Ksi Fy = 50.00 Ksi Fpu = 270. O Ksi Ec = 4595 Ksi Es = 2g000 Ksi Fse = 1?L.0 Ecu = 0.0030 Inlln Betat_= 0.75 Ese = 0. O0G0 Inlln REINFORCING Steel - Steel_ Definition ------ Deptsh Area Level Type Size ety. (I;. ) (In^2) 1. Mild Rebar No. 9 Bar 5.OOO 2.SOO G.OOO 2. Mild Rebar No. 9 Bar G.OOO Z.SOO 6.000 ULTIMATE LOADS *** Load case 1 *** AEElJLLLJ K1u Ctn Bet.aD IrIL/t{.2 pu Mu 10 . 00 0. 50 0 . 78 O. OO 1805. 00 Kips 1625 In_K Moment Magnifier (Delta) = 1.37 Magnified Moment-'Mc,-(Delta*Mu) = 2232 !n-K Allowable tUagnified Moment = 384G In-K In determining (Delta), the flexural stiffness of the member was determined using ACI eq. #l-0-L0 ULTIMATE LOAD INTERACTIONS Phi*Pu +Phi-*Mu -phi*Mu phi*pu +phi*Mu -phi*Mu (Kips) (In-K) (In-x) (Kips) (rn-K) (rn-K)0.00 2497 -2497 !745.90 3896 _3895 L58.72 2775 -2775 t904.52 3745 _3745 3L7 .44 3040 -3040 2053.33 3506 _3506 476.L5 3297 -3297 2222.05 3203 _3203 634.87 3676 -3576 2380.77 2830 _2830 793.59 3989 -3989 2539.49 2396 _2396 952.31 4030 -4030 2698.2! L9t_5 _19i-s 1111_.03 4059 -4059 2856.92 t_387 _138?l-269.74 4058 -4058 30L5.64 747 _747 ]-428.46 4049 -4049 3174.36 0 o 1587. 18 3994 Notes: (1) Phi*Po = 3L14.36 CAPACTTY REDUCTION FACTOR, BaLanced condition Pu = ?89.43 Kips Pu = 789.43 Kips -3994 Kips; ,Phi, : Mu= Mu.' f 5,8 8*Phi*Po =2539.49 Kips 3988 In-k -3988 In-k (+Mu) (-Mu) 0.x * F'c * Area = 455.00 Kips Therefore :Phi = .90 - 0.2* (App1ied Pu)/(4sG.Oo)Phi = .90 - 0.2* (Applied pu)/(456.00) But Phi not, less than 0.70 + rl c$rr,r,p9 *+ lon orC, (+Mu) (-Mu) (rlsl €oro&, L^ ot S.'" lo' r ?4" e4f)'tv< E+cfi'era o Rocky Mounloin Preslress 6< g tr-l , I PO. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO BO2A1 FAX 303/433-0451, Phone 303/4BO-1i 1 .l $a 0"," Y/z lou r.ro.\oJoo5 Job Title Subject Watl fla+tnl/Axi^l Ch€ckod By G\+rrl.> r t,1(s) + /.?(iY\ + fa$z:sf) + %(r,u( re) t t,z (s4\ f'>( f ')( t,v (r.s6) +- t,+(=,.t'u.r)) Date - sheet _of rqf*, +" F 5,y, ro , y\4 F -dag} rualt b"fuee^ 3.iJs \ 4 b a*l bti-rt, [er*JE a 4 3 t = (a) 1,7 (o,t) l,lf - p€" unv(r1qfton di+. ?rirh'- tr-a.- qr,ol ftk, lr/or,noe ,l/l lo-t rr.ral/g ,4V,ove u:ill lghav€ ,Jt+h "co,betlial o1rfi'on* 4r' */riue loool + b{qnyn,. vo,."l, deshn u:,,(( blt t<e^ leudl )'+ i #, cplu,qn ^rlJo,^' 4, lpu.lsu oLone on& fi, f,e,yurg ,4. lP"< I 7' + 3 glaLr Pr ru ,P- H rarr'cz){'ttlt{ - 1q ! [,*rJ ) - ?- F IK P* ) o\= r.?0; r(r 3e)j; ?a' + ' t,l (o, 11c,"- t/.( i,t(ra5 t r.l (sa$ + ),aB ( l,v fz?) + l.r = C+,UL I F tozzlc - desi1. Gl4ll ,"-lio",.S .t lg6t"in", eo) rls qr & nprpsgion ,,reilr, +, lo*l &"^ " i"L<ilir{q acfior.r qL^ove j colu-^, serfi"* {-ll+L is "ri,l{\ "t b<d4nq plus hun hl^(E (..poJ( fl.ickUsg ?p. fttt t,1.7.\( J I l-) =."co(t( P, t4 ler 6o" '- 6,7b {<f- r'),r, Io ROCKY MOUNTAIN PRESTRESS, INC.580L N. Pecos Street Denver, CO BO2-2t (303) 480-LLLL -- COMPRESSION MEMBER AI{AIYSIS --- Project Engr: STE Date : 4/ 2/ a Project Name: TMLI LODGE proj No.: 40400!Descriptj.on : WALL SECTION AS COMPRESSION ELEMENT Fil-e Name : 404005C1 7.0 t Z0 col,.t*n btlo. l',E> I \rl\ l.rAIA -;;;;-=-;;i.oorr'^, , =F-trdoo'-3^n h = 10.oorn Ybot = 5.000 In Bweb = 50.00 In R = ).g9 In Sbot = L000.000 In Bbot = O.OO In Tbot = O.OO In stop = 1000.000 In Btop = o.0o In Ttop = 0.oo In F',c = 6.00 Ksi Fy = 60.00 Ksi Fpu = 270.0 Ksi Ec = 4695 Ksi Es = 29000 Ksi rse = t_?t-. 0 Ecu = 0.0030 Inlln Betal= 0.75 REINFORCING Ese = 0.0060 Ln/In Steel -: Steel Defini-tion ------ Depth Area Level Tlpe Size ery. (In. ) (In^2) 1. Mild Rebar No. 9 Bar 4. OO0 2.SOO 4. OOO 2. Mild Rebar No. 9 Bar 4.OOO 7.500 4.000 UTJIII'I.$IE ILJAIJS *** Load case 1 *** APPLIED APPLIED Kl-u CIn BetaD tttt/Itt2 pu Mu 10. 00 0.60 0.78 0. 0O 1496. OO Kips t_348 In-K Moment Magnifier (Delta) = 1.47 Magnified Moment-'Mc'-(Delta*Mu) = L974 In-K AlLowable Magnified Moment = 28G3 In-K In determining (DelEa) , the flexural stiffness of the member was determined using A.CI eg. #10-l_O I'LTIMATE LOAD TNTERACTIONS Phi*Pu +phi*Mu -phi*Mu phi*pu +phi*Mu -phi*Mu (Kips) (In-K) (In-x) (Kips) (rn-K) (rn-K)0.00 L740 -L740 t347 .J-9 3ol_0 -3010 122.47 L979 -1,9.19 ].469.56 2897 -2897 244.94 22LO -22t0 !:592.14 27t7 _2.tt7 367.42 2423 -2423 ]714-6:- 2485 _2485 489 -89 2725 -2726 l_837. 08 2!99 _2tgg 612.36 2983 -2983 19s9.55 :-864 _1854 734.83 3066 -3066 2082.02 t4g} _1490 8s?.30 3102 -3L02 2204.50 1_077 _t077 979.78 3121_ -3t2L 2326 -97 577 _577 tL02.25 3115 -3116 2449.44 o o 5tf,ll t224.72 3 081 Notes: (1) Phi*Po = 2449.44 CAPACTTY REDUCTION FACTOR, Balanced condition Pu = 637.21 Kips Pu = 637.21 Kips 0.1 *F'c*Area Therefore :Phi=.90-0.2.,Phi=.90-0.2* But Phi not less Mu = 3029 In-k Mu = -3029 In-k 350.00 Kips (+uu) ( -M'r) (+Mu) (-Mu) U) *1 L"r, nf -3081 Kips; , Dhi , .8*Phi*Po -1959.ss Kips (AppIied Pu)/(360.00)(Applied Pu) / (350. 00) t-hrn h ?h 44 to orc , ghrruty+ ol err(h &o lo4 p bo', ,fe"live 5eohon No. of Layers Bottom Steel = 2 TPG. F' C= 3 . 0 Z<= l'75 Bar Sizes #4 Thru # I Qiza IJaiarh+ !.ya- (#) Bottom (In. )q ( nn q ? nn 5,5 ,le Date : a/ 2/proj No.: 404005 T.tr\7trT Q ,) 'nr) a P.M T.ar.\-t. ].1- ?n D I \rl\E WI. = l_5U LTWT WT.= 115 No. of Layers Top Steel = 3 It .FFF/'\ rl l lv.r= u. uu .T-1 A A .'^.^'^'a-r-=.tvvv\J Size nFirih Fr/'\rn T.\r-r r r!r/ll' 4vP /+\ ar€ ^^hh^Fi f a /Tn \\rr/ \-,, r \_\JlltPvD___ \r..., 580L N. Pecos Dr-i a /-f E'narr. Project. Name: Dc e r-r i nt- .i a,n 4!/ e av.r r Fil-e Name : RCBEAM Program I(UUII Y TIVILI LODGE WATL AIONG F, GRIDS 4 TO 6, 404005I/{1 lu^1 MOI'NTAIN PRESTRESS, INC.Denver, CO 8022t (303) 480-111_1 m"li leuen DESTGN DATA Note: strength Design, Deflections and cracking check Fotlow !\-= U. UU F.p.).Ti- Tn nn A=1200.00 HNC=l-20.00 PM F' rr- 4 ^ .rI= bU .f\b-L: Number Of Bars 2 K /81. 5 0.00 5 0.00 q n nn i-st. X Ft. 0.00 1. 83 3.65 s.48 bll= .z4uuu LIr\-'1 1n n n BM. =STONE rsvv-tru= J_u. uu DI= .ZIUUU 1r\.'=1.\\J.t\-L Number Of Bars 2 2 Concentrated Loads p(T) Kips 9 g 9.00 D. UU 3.00 5.00 rn-2)(Tot. Area Bottom steel = e.oo rn-2) (rot. Area Top steel =NOTE: All- Steel Areas in parenthesi.s Are Based on 60 KSf T ^- 1.,i rJrJc|,\,r,I ll\-t !.,,ct L d.(A11 Uniform Loads are xips/Ft. )1 (zYs,ji Ft( \ DLB= 1.250 DL1= 6. 999 DL2= 0.000 DL3 (Comp)=L0.660 DL4 (Comp)= O. oOO LLi.= 0 .9F0 . LL2= o. 000 \ A)( t{z bl€Xa..{)Partially Distributed Lbads r wP (r) x1(r) x2 (r) (I=1 or 2,DL Before Comp; MOMENTS OUJ.. UU 16 . Z>40.00 30.75 I=3 or 4, DL After L1t P/ t.+ tozzk/ t.| csbl t"T Comp; I=5 or 5, LL) FT 0. 00 n nn 0.00 FT 0.00 0.00 0.00 Ft 0.00 r)o M (DLB+DLl_+DL2 ) Tn-I{inc 0.00 1,07 .63 L73.01 Non-Factored Moments M (DL3+DL4 )In-Kips 0.00 >!t.6 t 1409.68 1475 .44 M (LL1+LL2 ) | ?1 - K 1 t.\c 0.00 -51"'7.34 -1073.05 - 1557 . 13 REQ'D MU In-Kips 0.00 ss6.22 2Qn ?o 9,f,t3 A) For Maximum Positive Moment:Resisting Design (IILT. ) Moment Ultimate Moment Required:Cracking Check: Actual Z= 2.74 FE.= ( .90) 27140.5 = 24426.5 M = 560.0 ? ?n 12 _78 J-9. OU 1A A2, zo.:.' 30.75 l_30.76 38.55 -103.61_ -zr>- t+ -62>.6 / - >4V .63 - L5V . ZL n nn LL15 - l_4 J26. tt - z3zz. vo -4586.57 -70-t7.t3 -trto.42 -0.00 At X= I{i nc 0.0 0.0 0.0 0.0 0.0 23.2 62 .5 l_01. I 1/l1 1 I2]-.6 31.8 0.0 -zttu-3t -.a+z | . L5 - 5037 .34 -5900.00 -4400.00 -2100.00 n nn -zro:. ul_ -tJ.4'7l..04 -J0vJo.J+ -4tJ5J.Zd -z t 50L.d / -1442-7 .50 n nn ok 3 for Posltlve Moment Reqion B) For Maximum Negative Moment at RIGHT Cantj_l_ever Resisting Design (uLT.) Moment at. RrcHT cant.l-.=(.90) -3gg2T.s =-35935.7 ok UltimaEe Moment Reguired: M = -2j3GL9 Cracking Check: Actual Z= !07 At Cantll_ever Verti-ca1 Shear J-/t-D L . 11 rL n q1 o - zJ- 1n n/a l_t_.86 13-69 t7 .34 1V . J J z+. )v vu/ . of Kips -9 .4 -48.7 -88.0 -LZt-3 -156.5 - z+J . z -284.6 -323 .9 304.3 2]-4 .6 I24-9 l{i ne L80.0 180.0 180.0 LO Z . 6 16z-6 182.8 LO Z . 6 L62.6 Ld z . 6 l.82 -A Reg'd Av, Ln-2/Ft REg'd Min Recomm.0.000 0.000 0.100 0.000 0.000 0.100 0. 000 0. 000 0.100 0.000 0.000 0.L00 0.000 0.100 0.100 0. 000 0.100 0. L00 0. 041 0. l_00 0. l_00 0.110 0.l_00 0.110 0.L79 0-t_00 0.1?9 0.248 0.l_00 0.248 0.2]-3 0. t-00 0.2L3 0. 055 0. 100 0. L00 0. 000 0. l-00 0.100 Au*, -- Glfu,t7in/+\+ G:(o,h;,Lf lr\: o,ry \,llf In-4 MCR= 13943 K-In CANTILEVER 0.00 -0 .02 0.00 - v . vz ^Blocking.Points During Yard Storage Assumed at 1/s Point.s (Min. Moments) U" Superimposed Loads Before Concrete Reaches F,c = 5000 psi Defl-ect.ions (Inches) IG=1440000 In-4 ERECTION: BM+DL1+DL2 : BM+DL+LL Crcerr F: ni-^r ----r FINAL :BM+ALL DL : BM+DL+LL r \-rK= zb+ ub / MIDSPAN POSITION -0.00 0.00 0.00 0. 00 5,f, lY .4 A_ L q {@ Eol -r' <E o 5 5 -9 t, o- o r.l s- + by <l(t ..+ d -'\ A-5 t*L s( -r:\i' J U ,-t d s- 5 -f 4 \) .F ={\J =.\J -s N 5u >'cg 6-4{ r6 f 5 s C; E; r:'- +u rs -4, O) -6 c5' _J- K g c' _-s fr >{s>-:'P?+\sr' _J,U a *s' LJ. _s s-+ -9 ,q. ; 7,r' O../rr-- I _9 !A Gr -S I 5 l >- s '!).r -z 9-g "+ o -+,d t$Ar -.56 e-+-+<-O ( -5 --A sl[rY Mounloin Preslress P.O. Box 21500, Denver, CO 80221 5801 Pecos Street. Denver. CO 80221 FAX 303/433-0451, Phone 303/480-11 1 1 Rocky Job Title - Subject - ey l?l-:::4E'"1"i"ffi O L'?." o o zt*ai +" ++/+ Q a* ru-1 0 o* L'w-=J Checked By e+Q CI$ e v4+c"t< h^t-+ ts\^l - 1 kt^t - 3 n t/o- $d9,r (? l\.o Vo/ @e o$ e4 c9 €a* W1 e+ Is d,,{ \ t 00^ a o \%1"4--I ( fk,,,,/ \ @fl ++-t A dil 0 kw -1 Rodry Mounlqln Precfrecs P.O. tsox 21500, Der 16r, @ B0ZZ I 5801 P€cos Str€st Donv6r, CO 80221 FAX 30g.lil3-061, Phon€ 30drl80-1 1 1 1 O s65nxs fru oc-.I ", J it *" 4rf wrn. *I Fo:o{ Checkod By Dars- sn,no 5,9.ll4r-Subiect o ;ra$---;- '**:*'- " I Rocky Mounloin prestress Job Title 'Ttvott t-oDGe loq wftL.( EE+K]!\JG cnecxeo >,1.1 pO. Box ZISOO, Denver, CO 80221 SB01 pecos Street, Denver, CO BOZ2| FAX 303/433_0451 , phone gO3/480.1 1 i 1 -t -oate 5i7 .looro LfoVrgt Date -- Sheel _Ot_ ++% F.e- aa sF t-i-€ Subject By By - A"rL b-,ino l!<.::,t: of lo,*.lr'o,n u*rlle b-o- Jo-. 1ng{",J1- 6"f,.1r.,rr.5 lw shq"u bt i".,, l?>tu l-+ tY,4'jrbo y:) j t,^\"- 2lf1('nq, Q*inn :-- 2 \ '/tt 14 x 5" a{ 'i a,c. P la=1os6! r5i{1' )( z') b,/,t' L V''^ 3b 35bo :fiffe" E. Rocky Mounloin Presfress By Checked By €t.t _,V,L PO. Bo( Z1S0O, D€nwr, CO 80221 _-5801 Pscos Str€el, Denwr, CO BO22i FAX 30V43$O4S1, phon€ 3O3/4BS1.t 11 (re o"re 3/3 .1oppo ?oVoot Date - Sheel --Ot - &*.8 reld L= +'= tL".L L= t-- 6(, I t- +Q,6tru*) (t'wt5t^ o L 4 v E*-t QP WltLL gffi.\NG j,(",s Wall Bearing Stresses Grid lntersection c&5 c&7 D&2 o&3 D&5 D&6 E&1 F&6 F&5 F&3 F&2 F&1 Detail Number qa (a 82 StM. 82 70 ?o AO 6Z 82 82 87 ln5 Ultimate Reaction 1167 864 435 960 1806 442 1496 980 711 ?.4 Bearing Dimensions 14 x21 '14 x 36 18x20 18x20 14x36 14x17 10x24 18x20 '18 x20 18x20 10x48 10x48 Bearing Area 294 504 5bu 360 504 25.J 240 50u 360 360 480 480 Bearing Stress ?qAo 1714 1208 2667 35'B y' 2324 1228 4156 zt zz 1481 - M<y bg *tws ? \ooo f, i st'fft"a desi3^, r€fs. +"P' 5'G'l 0"1r" "l +- o,s1 L(oo O + .lfl1 r^,difpJ efi'ft+-,c- 5(acin5 'i-, teo"'h1 ront{ )l'"on 4l C d T,, qll dfne' lo,J'tns I.uue laq.i'1 rkesSes €XAql n ()r l/sq {hqr, or irtt'ne"l, o\t s[q,r )cXtt"1' -^rdi 4 Qrnt. gyacral Lj ef"einl : A.B1)(?-) . 6- 1806 14 x 36 504 SS83 Detail Number 79 82 SrM. 82 70 89 82 105 Ultimate Reaction 1167 864 435 :tou 1806 442 1496 oan '7 ,l a ?I A Bearing Dimeosions 14 x21 14x36 18x20 18 x 20 14x36 14 x17 10 x24 18x20 18x20 18x20 10x48 10x48 Bearing Area 294 504 50u ?AN 504 250 J,ba- 9.0,+ Bearing Stress ?oAo 1714 1208 zoo I ^/3583 \,/ naaa 1228 4156 1481 o3d Wall Bearing Stresses 'o Grid Intersection u65 c&7 o&2 ud5 lJ63 D&6 E&1 F&6 F&5 F&3 t62 F&1 /rr4.! bg qkws .!nt,1, 5|ifrt"a" 240 50u 360 360 480 480 ? \ooo l, i d esi3",, rtfs.+. L\ b* P' 5 '(o'l 0,1r" "l -^r4,1 sh Qene- gyacial ',fccin1 -- (c,81X?-) = h\v2"+h *0" t^J 'f.o, coL l,ga|.L -rb ryp - a,e1 L,lo0 o + - tf l\ r,, di{eJ efi' ftr'r e - 5(acin5 i.. teo''h1 co^r( lL'an ^{ ,1 Tt qtl ofue' l,'A'cns \rave 14,^"i*o, Ekesges eT al .j n ()r lrsc Faq^ a, i"iin"-l B?6'\ ekr E I rstA) 6vt€-9 1C,n 1806 14 x 36 504 ises fut-,t- l+'t vg6't 6&lrllpA erga"fu Rocky Mounloin Preslress P.O. Box 21500, Denvor, CO 80221 580'l Pecos Street, Donver, CO 80221 FAX 303/433-0451 , Phone 303480-1 1 1 1 O uonte {\v obt ,, ) Pt o^"4)- lobNo.4-0+bo.s Dare - sneet 1'(o.5 of- 4 urtD-zkT:.aA lrr 6P-tv @ A@ Llue"u eh-xt -tr LrU€f< brA4L Cn t-u tt,A b+an,F(-t, "-/€z-ag QerffiL 0 b Ckr-u (*a> 5:.G-? CaMc|4-E =?E:-errE-E Ie Va'-bOdO ps; /Y-za-v1n /rllY SPACtg O0T- @ A'n -€ pe+hN z, o ^t 4*n ^rA* (€.'.ao-) = n.W.j v^4(€d Wuuo (ro''a oo|'1 = l t13.-- t F"uu ( rr'=1aoa\o t3qL*h4u"* (r.' =1_3d > : t41LL Checked By 2tact+L /n/./.N ttre-pFk<-* --ta oo\ = Me h' /'a=fat : ?9t51>i 4=.ot 4 .zs F"'' 3tbtp>L w A4)- -To 4 o.u ,^l : lo't ygot' Rocky Mountoin Preslress PO. Box 21500, Denver. CO 80221 5801 Pecos Street, Denver. CO 80221 FAX 303/433-0451, Phone 303/480-111 1 O lobrine -11v aLt ", )Pc- o^r" A- ,toouo. /lo4oo{ Ch€cked By Date- sheet 9 'b ,lo or- Z+rrrt+tz- L-'ea oil CutuUN'e @e 6 N 4.r4-*mLF^tl|.'-.9r n ?U.FrLD pr i r4{ ab d lu ua Lo l@! L ;!-oes a? 5v9t"\- A- (D Ll.o +,4irf ;;W',is . C|. fu u. t ) L.--- t A = (eo{ze ) u rz.s rE 4o4nu-- tB15.. e-'- . os (t - ,sa\ -- tag ?r"' ^-y > Ga Ll^e(D= 4a r-l-- 16, LL= . lu Y72? ytL.€ # to6t xp^ \e -+\ be)v 2L Lup ?L fu '- 14J-a /e{ vL LL- = Ioo "ry v(z-s*' t,. ?-4.0 -lz' g1,oz Prt = ll'loL T -- _r1b L= t41 lA - F\ €>n n^-FarE :, *+t.lgl:ooL- Rocky Mounloin Preslress P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80?21 FAX 303/433-0451, Phone 303/480-11 1 't Jobrile t'\u a Ll MF*t* 4+,4/-i,;l $ 4- 4,T--Less d. tu a J WA-LI kl.D"; c, @' + &otzttN dN @ -- -U1r_,, 'r/A -r A/O z,l/kLv/'-r1--..-. t-rz A.>5 fu/ LL>(zcf fD -r, ) lr- ,^"Arulr+toono rokoog checked By -Date sn""r 6,Q"7 of- (e 4-oo€ -fb 5'y.,5r'&@ Eoa € r.- t*-€ e G sflA? L @ @ 1, .tszg r bo * (Oo,tS +Ve.6-5 9t,;15 T1.D t508 . otb t9o vge-15 -loo YnD wYLG.S ,o15 .*19 * 90'1t; +_) .l?-S 7t lo Y ']- "L P l_- /t/ ? too*7 7 0,1s + L. 1s'\ vrl-Lt-,tLS ',{ 1e.61 y 91-LS r I I. 4+ Eoil 11.oa 15.+6 v v 11.OD t5A6 ao. 11,oo t548 t1-oO .b 8.69 t?-be 4o 4oa5 J1zu o o o- v c{ c{s OJ o) U) rO od uJ E ; flv or-l o 2aI q ROCKY MOITNTAIN PRESTRESS, rNC. 1"1t. I 5801 N. Peco6 Street Denver, CO A022f (303) 480-1111 --- SECTION PROPERTIES --- Project Engr: ilim Linskens, P.E. Date : a/2O/ 4 Project Name: Tivo1i Proj No.: 404005 Description : I{aLl coLumna section FiIe Name : 4005W-C Materiale Preca6t: F'c = 5.0 Ksi Wt. - 150 Pcf PlC HE = 237.00 In Modulii: Es = 29oOO KEi Epc = 4281 Ksj- Ecip = 3321 Ksi N Value: P/C = 1.000 CIP = 0.715 Steel - 6.765 Trapezoidal Elements Elem Height Height wldth width Nuftber Element # (Bot-In) (top-rn) (Bot-In) (Top-In) Req'd Description 1 0 . 00 201. 00 10. 00 10 , 00 1 Precast 2 2OL.0O 237.00 14.00 14.00 1 Precast sectionProperties: Section Area I Yb Yt sb st (rn^2) (rn^4) (rn) (rn) (rn^3) (rn^3) 2St4.O 124800s7 L24 -26 112.74 100438 110694 o Job Title {rv ot-l P.O. Bo( 21500, Denwr, CO 80221 5801 Pecos Street, DenvEr, CO 80221 FAX 303/4{tS(x51, Phon€ 309480-l I 11 Lond-s Subiect Ch€cked By €nre * J it- 0*.42, ,oo*o. Dat€- snea €-b.lDo, I.:i oF u,- t4 + "4012 t-st*' w i rT I ''4t I ' +r I .- 'e. , I :t1 ili lr: rl' ,l FAX " P.O. Box 2t500, Denver, CO 80221 5801 Pecos Street, Denver, CO 8022 I Phone (303)964- , Fax No. (303)433-0010 To: heagTa) 6< FRoM: f ,^ Lrr s lz€Fr < COMPANy: $Opee * NO^E-.,* pAGES: . f, (TNCLUDTNGTTTLEpAcE)FAXNO.: 91o 516 171'7-. DATE: 4 pq Uo+ RE: RMP JOB Y1g: h+OOS JOB NAME: -fi., A IT HARD COPY TO FOLLOW BY MAIL:No Rocky Mountain Prestress IIRGENT RESPOND IMMEDIATELY PER YOIJE T RTQuEST PLEASE RESPOND BY I I TOPREVENTDELAYS NOTES/COMMENTS: IF YOU DO NOT RECEIVE ALL PACES PLEASE CALL THE ABOVE NUMBER AS SOON AS POSSIBLE T}I.ANK YOU. o- k "Yt CC: Rocky Mounloin Preslress -."{e- .]- Ad4; ( "r ,^ l L4 rt /d'', ,t -V \t 14 \ .L /\/ t- bF I <nl /Z L l,Y ( rsz,s fJ) + r.7 =- 5,?s Etp N,. = Q,?Y,t,y ( tsz,sifl) g' ' I ,'?,/t, -- | ) q/ l- \r\- / J-..1 - v\ -to "'/ 7-f- use- +q t.. of l?" o,c . Ar^ _ = o, z,c in'f i.-F*, -I Date --i7!- Job No.'lc,'l oor Date _ Sheet --Of oK .r-t/"T'l PO. Box 21500, Denver, CO 90221 5801 Pecos Street, Denver. eO gOZZj FAX 303/433.0451, Phone 303/480.1 11 1 + I ^_..Jobriile llvdLl rcD(.?-f B"l I L , ^ t. suui""r [9.] 1 € 4T h& / lJ checked By l) +-1e I 4t N,^ 6roop.f;)rt I Rocky Mounloin Preslress LT PO. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX 303/433-0451 , Phone 303/480-1 1 1 1 robrfled-Llul Checkad By +\ L" b' 4v = (,tff, #-t'?..tlA ,F ooL Ft='.to2 VqD/z- h)= z-1-:87.11 L.5D (l t o P=e.c1 7.tT = ''''^|Af.2:3vzs'G >'l-o --fiTefl X++o r^€- *.A-Vto OF € 4aT1o ts) I €i l.J t lt>aub b=-tc rML (*/*o^"--) e t e'/s' &T 2€-& = .ll+ 91 kr I)v(- = .olgYlt rl I - o Sb K'L = .ZAoKl t M q asrz (e xh - .osTerE'<--- r.q G'Vt = uslk 3 n1L 1l'?" Lo lO E 2.O auT H-ftz-€ otrUtLl ", J i t- o*. +),rlod ooNfudooF-- oate - 96""g 5'1'?- ot- tJ+t-. t=t4- 6" ,rTEf^oL Wl*t-- l<L.5o i'+ A/ o57o'l1 = 'n'%* = 8'b l, zl L5* p =L o A{+\ 1, 1.94 €c'6^/* -- 41't3 '^LlL+lzup -- Rocky Mounloin Preslress I P.O. Box 21500, Denv6r, CO 80221 5801 Pecos Slreet, Denver, CO 80221 FAX 303/433-0451, Phone 303i480-1 1 1 1 ,tootilefi v nt-|,r 5 ( c o"," 4l lg ,,oo "o. 4aAoa< Date-sr,""t -F.1 '3 ot Checked By ll.; a .t=(u> -r l-? L + ,.l1,7\ R.O eor = o.1S/ r-4r-rr4 +1.'f r-orS+t.-f x .z-so\ = -S1z\, \l'D €h.'f-"/t.1u.o1h U.6l' ., M,, = f.,, xh r-1 r-'os(r *'{ '-='r' u-+IV) = uo'bik/l a\ket-* Itru = L1 Y-Dqe , E \t?__ = t+3S o,_!/, (t) Mc = 4l.zs *J-lg* ho 9 .tsa 6'rfty €.ra OzA;' " c , = ,zz #'k-+- J= NL ++' + 4.21 'hiln = '1 .Lz to (+-rs - +\ = +tr-rs ,,*'< T tlct-P$A A I lsap-g-f"4*g g- A{Z-F, ot^tt-f-\>G t-r4 -T-t+tsT- ebn lr.t e-G-e-A,se == dt4 ^ A€ ? u €e4,,* * s fu\ ev ka Rocky Mounloin Preslress P.O. Box 21500. Denver. CO gO!21 5801 Pecos Street, Denver, CO g0ZZ1 FAX 303/433-0451, Phons 303/480-1 1 11 lobNo. +o+ 0a9 loot,lnen w au r Date-sne"t q-7.4 or -- | L-O" lr\g+,aar-'StDr_p_ F,.: -t / l.4S \4o = Qoi.T,,7nt r-or=) r ?a -- +.Et/l {S : 1?I.FE *ro = .rsR/, .\.at '. ard ) ( u'- . t?Q Y-o+E= Y ,D -- ,.oa\s 3'd - 1u--=" l-4(+.srs*.1)+l.f (s.a\ 2E) t^ frr-t^frr- \ ' t.'-- ri.5s 1p+ A €.oop_ nA,nr -tz-58 19,+ aA €toctR_-: t"-55 *lP+ €u F.etlvq-r-. \'PrrlA r.: r-1 ro pge,/z-V /<ttyr fr\ tNbf,ea on1 Rocky Mounloin Prestress Ll PO. Box 21500, oenver, CO 8022.1 5801 Pecos Street, Denver, CO BO2Z1 FAX 303i433-0451, Phone 303i480.11 1 1 Job Title .t ,, ) ?'t- o^,"4113 JobNo. +D +o o= sudi".t Et|-?-\tsE- X- | nt rle-\ o e- a^..*.. tt ------------'--late- S n ", 5 .1 ,F o, 6" $.42r..,c+r wkuL_+ Ga A'al?f *" +T J?L I\L/ #: E?. r,,$i,* Ttoat rl 3 n*L a- Hat-r=- ,_*tQrz'l fl ,,,tl A t -N-- $q rvP =-tZrg d b^ vaug F*-es@@@ z*4 /,\La*--.\.' I 5reP 4)r+,4+ 4 t.g6 +*+ 9l*v ntc-* Fk€-2,---. ltlHLt #4o / \ *+ r v ee-i Q. g)\p. 2 *,WQ"*LS:h} eolT &c-4,ru; Rocky Mounloin Presfress (,1 P.O. Box 21500, Denver. CO 80221 5801 Pecos Street, Denver. CO 80221 FAX 303/433-0451, Phon6 g0g/490-l l 1 1 Jobrire4-Y-8-A 4zeP-+r"6-L ao 5 "1 .+ 4a tJj tTl L ?u - 'p-4. 4;+> Checked By Date- sn "t5.7.b s1 -h / eT ro LF>t+ffi_- t+ -ll ,, )?t- o"" *\r tololor*o.Lo 4ooS / v o-o-| -, -o N O FLroy,rLkL e(h t N c)Te-*BLY W rJl G eb@ ,, frV>'to l5-l lz.sS =Fo-L74 1,fT' )N9?zzfl a\) o u PO, Box 21500, Denver, CO 80221 5801 Pecos Street, Denvar, CO 80221 FAX 303/433-0451. Phone 303/480- l I 1 1 lourir" T r-Q-Ll - .t ,, ) P t- ,n"41 t, ,tooNo. )ro *o oS f UaIe - t'neet --!Z-i l,C +T $4-t Rocky Mounloin Preslress {ffiY o 1O'-C rao'-2 t/l >,8. I (; vtt (3 so[n!{ ELEVAnO${ -ELEVATORCORE --s&{fd'.1-0' r<\#il r.,',4tt I.1 I (4} $IORTfl ETEVATIO${. ETEVATOR CORE \--l- sc^€ d'.I-d (11 *tt 6-Ut, T'y, bl+tt c>- jCI TJr (D-B TJP (D *tt CTNT{I LL 'JL E'n'- Rocky Mountain Prestress Job Tifle Tivoli Lodge Subject ElevatorCoreN&SWalls Checked Shear Wall Design Material Properlies Steel Yield Stress f y : =60.ksi Steel Modulus of Elasticity E st:=29000-ksi Concrete Unit Weight t " i= l50.pcf 5,2,2 P.O. Box 21500, Denver, CO E0221 5801 Pecos Street, Denver, CO 90221 FAX (303) 433-0451 , Phone (303) 480-1 1 1 1 Date 3.19.04 Job No 404005 By By Date Sheet CTtr of 28 day Concrete and Grout Shength Concrete and Grout Strain StaticF riction Coef. Shear Strength Reduction Factor Tension Strength Reductjon Factor Shear Wall Data Total Shear Wall Length Gonnections Total Number Of Foundation Connections Connechon Number Location of Connections From Left End of Wall Joints Number of Horizontal Joints above Foundation Elevation of Horizontal Joints From Foundation Number of Vertical Joints Location of Vertical From Left End of Wall -rqn qilS,,tr.ts botlo. €itu..trr,". of &t'71 Ar\+tnu-g 6s 2,r f,Ar n i /11 +, {nqnd,^h"" l('tul, bqk th<,r" i'r-{" w\q lq,/ef di^phruJen N .onn..g;o* i= l0 n aon i=l .. N "o-""11on, f c:=5000.psi e "u i=.003 Is -oA { v ;=0.85 0 r :=0.9 n t'ol laq lt LA s+?. I Qra. /1 i L tor:=?.frt ?.in Number Of Levels Above G[ade N 1*.1" i=6 Pilaster Dimensions r pilastel:=0.in w pilascr:=0 in Pilaster Location ('LEFI.'RIGHT",'BOfH",'NONE) Shear Wall Thickness r wal :=8-in Typical Story Height Srory:=10.ft Pilaster :="NONE" Footing Elevation First Level Elsvation Top Of Wall Elevation Foot ebv :=8187.ft1L6.in Fint .1"u i=8200.ft16.in Top "1"u l=8252.ft10 in H *n11 i=Top "1",,- Fool .1"r H ,r"1; = 64 5 fi x cl ;=4.in x c2;=4.in X "3 := 14 'i"X.4,=19 ir't X c6 :=L tor- 24.in X c? :=L tot- l9.in X cg l=L tot- l4.in X c9 i=L ot- 4 in X._t=24.i^ x cto :=L tot- 4 in Print 3/19/2004 9.18.00 Release 6.1 HJ i=N brgls Joint Number hj := I '' HJ v.;l =to r:23 33 43 s3)ft vJ :=2 X vjl:=0.frt8.in X "j2i=6ft+II in J1404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core N & S.mcd '1 of 9 o Rocky Mountain Job Title / tv, 5 P.O. Box 21500, Denver, CO 8022i 5801 Pecos Strset, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1 1 1 1 Date 3.19.04 Job No 404005 Date Sheet Of Prestress TivoliLodse Subject ElevatorCoreN&SWalls Checked Diaphragm Shear Connection Capacities Light Connection CD1 fvn oi._rigr,,:=IfrF Heavy Connection CDg ovn Di"_h"""y:=if#E Vertical Joint Shear Connection Capacities Light Connection C033 iVn co_:: :=f!l lpu Heavy connection co3s Horizontal Joint Shear Connection Capacities By By DIE Medium Connection CD8 svn Di"-..diu.:=# Light Connection CD37 Applied Loads Loads In PSF Perpendicular wall load Perpendicular wall dead load from slab Perpendicular wall live load from slab Perpendicular wall total dead load w ;.u"1. i=0 fr [rni=o'Psf DTm:=oo'Psf Level dVn 6.n ',, =9 72 kjps Heavy connection cD38 I.l5 Width of Live Load Double Tee Supported Load oVn cn r< :=g:!ljlP' l. l5 ovn cD_38 :=lii3 fiP" Topping Sustained Dead Top.l=0.psf SDL-:=0.psf P *":=g1e.r'10 ft-F4 in I rall lc P pe,n = 5.167'kips P p..p_DL :=l1l l0 fri4 in 152.5.!,sP perp_Dl = 8.667'kips p,, :=Z!.10 fr t4 in.+o.p"f 22 P DL :=P perpiP pErp-DL P LL = 2.273'kiPs P oL = 13.834'kiPs Print 3/19/2004 9.18.00 Release 6.1 J 1404005\E&O\l n Progress\Calcs\Section5-- Walls\Elevator Core N & S.mcd 1 z 4 2otg Rocky Mountain Job Tite Prestress TivoliLodqe By I --, ,,J,Y,"l P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAx (303) 433-0451, Phone (303) 480-1111 STE Oate 3.19.04 Job No 404005 Subject ElevatorCoreN&SWalls Checked By Sheet Load Number lqd i=1..N b365 Point Load Location Fmm Lower Left (0,0) r.,loao 'Plload Date Point Loads Load Load Factors Based On UBC 0 0 0 0 0 0 PoL PoL Ppl PoL PoL PoL Level G+3 ., .- l8 kio6 't'---- Level G+3 ,, .- lS.kiDs PLL o P4 o Pp o P11 o Prt- o P11 o O PLI o PLL o Pll o PLL o PLL o PLL Level G+4 ,, .-23 kips Level G+4 ., -2l kiDs q42 t.2 1.0 1.0 t' 'cAsE Level G+5 ., .-29 kips '{'-----:- Level G+5 ., .- 29 kips Level G+6 ,,.-3l.kiDs '6'--- Level G+6 ., ,_ll.kiDs Number of Additional Point Loads N 616, i=12 Dead Live Dir 1 Dir 2 Dir 1 Dir 2 PoL Pol Pol PpL PoL PoL 0 0 0 0 0 0 0,t 0.fr 0.ft 0.ft 0.ft 0.ft L tor L tot L tot L tot rcl 0.5.Story 1.5.Storv 2.5.Story 3.5.Story 4.5.Story .).5torv ).5.Story .5 Srory Z.5.Story l.5.Story 4.5.Story 5.5$tory Note: The Poant dead and live loads a|.e now input as a matrix wlth {2) columns, The first column of the load input is applied in Directionl, and the second column is in Oirection 2. This is to account for DL and LL applied from perpendicular walls in the comorestion block. ghear Diaphragm Loads per Floor (Assumed to act at the elevation of the horizontal ioint) Enter Shear Directions Dircctionl:='East'Diectior5 i="Wesf' Enter Applied Lateral Shears Level G+1 Level G+2 ,, .-6 kiDs 'l'----., - 12 kips r2'---T- Enter Applied Oiaphragm Shears Level G+1 Level G+2 ., .-6 kios ,, - 12 kios v ,1. .---:- v ,{^,-+'r 2 2 ,] | "peeo' I I 'LIVE'Lr '-l | "LATERAT"L* 0.9 0 1.0 "CASE lnitial Guess For Solve Routine Print 3/19/2004 9.18.00 Release 6.1 J:\404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core N & S.mcd load = 1 J 4 5 b 7 I 10 1'l 12 o A ,P"1 i= l.in a 61o"1 i= I 7o.L 61 3of9 Rock y Job Title Mountain Prestress Tivoli Lodge 4.0 ( P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 STE Oate 3.19-04 Job No 404005 Subject ElevatorCore N &SWalls checked By By Oate Overturning Steel Requirements at Horizontal Joint for DIRECTION 1 DirectionDR = 'Easf' Gaverning Load Combination and Load Factors: Loadcaseo* = "0.9 DEAD + 0 LrVE + 0 IATERAL" LF a."a^- = 0.9 '' llveDR - "!r lateralDll - ' of Sheet Load Factors DIRECTION 1 Sy1mary_; !9_ads on Wall 9y+€m HorizontalJoint Total Dead Total Live Elevation F.om Load Load Foundation (Unfactored) (Unfactored) Resrst|ng Resisring Moment Moment ovenuminq t::?1":-t19" uompE-ssron (Dead Load) {Live Load) Moment :l::::li ..::.':: -. (Unlactored) (Unfactored) {F aclo 'eo) (hacloreo) tfr\ Foundation Level 0.00 131 .92 LgEl G * !, 13 00 Lsvel G+ 2, 23.00 1n9, ))1\3_7 9.09 86.81 672.61 - 8629_ _ 194 r90 9.26 538.95 68.96 1375.00 7.13 315.01 uz-za-- Level G+ 3 33.00 65.39 0.82 405.29 | 51 .72 870.00 4.75 I 161 .45 Levef G+ 4 43.00 ' 43.97 271 .63 , 34.48 455.00 2.65 2.6t gozo - Level G+ 5 53.00 results( DIR) DIRECTION 1 Summary - Connection Tension (kips) (FACTORED) Connection Number 1 2 3 4 5 6 Connection Loc. From Left (feet) 0.33 0.33 1.17 I '1.58 2.00 5.58 6.00 6.42 7.250 . 7.250 : *_?Jsv:_?Al gi J b'"fosn*ati os.oe 63.08 bi.oe- 6i.0e os.o,.08 6s.08-' 6i.da , ffi.oa 60.i8 ' tsse- - -s.iio €t.oe -63.08"1 te""l G * i +o bo ao eri +o.ao- +o.ad - aoso - +o eo - 3i.90 rz s6 -g8 z3 --38 73 Tension( DIR) I 10 I .ZJ t .ZJ 'lii ^ -;i;' 0.72 0.72 o.3e o.ig 0.13 013 .0.03 0.03 _0.02 0.02 Level G + 3 14.9 14.54 14.y ' 14.54 14.54 14.54 14.54 14.y -6.88 -6.88 Le"J 6 * + s.89 s.Bg s.sg s 8e s.Bg 5.89 s.Bg s.89 i.zd i.76 ('t)+tt [s)uit (z\E lt fl)+ll CD's0 do'to It Level G + 2 0.49 0.49 0.49 0.49 . 0.49 0 49 0.49 0.40 Level G + 3 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 Level G+4 0.11 0.11 0.11 0]1 0.11 0.11 0.11 0.11 Level G + 5 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 brK \ J :\404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core N & S.mcd Area ; Print 3/19i 2004 9. 18.00 Release 6.1 4of9 Rocky Mountain Job Title Pr estress Tivoli Lodge 9,D,G P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAx (303) 433-0451, Phone (303) 480-11 1 1 Date 3.19.04 Job No 404005 Sub,ect ElevatorCoreN&SWalls Checked Date Sheet Of Overturning Steel Requirements at Horizontal Joint for DIRECTION 2 DirectionDR = "Wesf' Governing Load Combination and Load Factors: Dttr LoadcaseDR = "0.9 DEAD + 0 LME + 0 LATERAI" LF .r"",r^- ' 0.9 -, ttveDIR - ""' lateralDR - ' By By Load Case Load Factors lrii -''-"'iftili^--*(kffii -" -aki;ii *-"ifuiil ---ri6ni*"*' linl -*: "ir,p.l- rounoition 1"""1 ono - 131.e2 rsso ar;.90 103.44 ' ittC.in ' rise -, 3;;ii U r/ \'|! .i?lilJii:" 'ol1:,""0 '",':l:"' I'H:li l,Tf:li overt'rm'ns "3[:'f3*" compression rDead Loadt {Lrve Load) M oment i;;;i;;J (Facrored),0".i",,o" (unfacroredr (unfacrored) im;;; tLir""io,"jr Ittl tiii"-f - Gp"l (kjp-ft) iiip-it) - -tk'p-ftl (ird " ir,p.l - Level G_1 1 1_3.,9,9 - 109.2] 11 37 Level G+ 2 23-OO 86.81 9.09 53895 68.96 1375.00 7-13 242'26 V.VV !rJ9 vJ Level G + 5 53.00 22.55 2.27 137 .97 17 -24 1 55'00 . 0.84 28,69 't7 .24 1 55.00 Level G+ 3 33-OO 65.39 6.82 405.29 51-72 870'00 475 I 161 45 lgvel G + 4 __ 43.00_ , !L91 a,1! -,21L69-, 3-1,1q 4ss:90 ---- ?!1- -- -99 39 - results( DIR ) DIRECTION 2 Summary - Connection Tension (kips) (FACTORED) Connection Number 1 2 3456 89 connection Loc. From Left (feet) 0.33 0.33 1|17 1.58 2.00 5.58 6.00 6.42 . 7 .250 7 .250 --'6lB;,1f--g*, -. :ffii---63o8-. -3,oi.l9i5g *"t --9t..99-ffi"q, 6.!99. 6i08 Level G+ 1 -38.73 -38.73 12.36 37.90 40.80 40.80 40.80 40.80 40.80 40.80 Level G + 2 -T M -zt.iq z1.u 26 34 zai.s4 zd34 )ai i 26.u 26 u i6 i' G;;ic; j' -o.ae -o.ea : ii.u ii.i 14.54 't4.s 14.54 14.Y 14.* 14.54 -,.'-'-_----t- -----::--*r:"**1"-l'iq--rr--*"t- 9.31-' sag-. -li9 s,.9-e* -iq9 --iqg ----s"'99-, Level G+ 5 0.&4 0.84 0.84 0.84 0.84 ' 0.84 , 0.84 0 84 0 84 0 84 Tension( DIR) P!3F9IL9!!--2- s 9r.r.?"a. : fig!"g-Po.vr 9t"9.1 Area (sq in) (FACTORED) Connection Number 1 : 2 J+5 , 6 ' 7 I 9 10 ?:o!"" . "1,s!-" . 9'.9-0. "6,1? 7 ?2 " 7,?s 1.1't 1.17 1.17 1.17 1.17 1.17 0.76 0.76 0.76 0.76 0.76 0.76 0.49 0.49 0.49 0.49 0.49 o.+s Area 2 0.?7 0.27 0.27 0.27 0.27 0.27 0.11 0.11 0.11 0.11 0.11 0.11 o.o2 0.02 0.02 0 02 o.ol o.o2 10 Connectlon Loc. kom Left (feet) 0.33 0.33 1.17 1.58 'gtdttl'a:E,;;;dffiLJ;i f.i; i.tl '" o-oo-- oss Level G+1 0.72 0.72 023 0.70 (qiir ('sJi/l (z)r /t (r) r/{ c>.36 cD.3h tevei c + z o:g o.qs o.4o 0.49 Level G+ 3 0.13 0.13 0.27 0.27 Level G+4 0.03 0.03 0.11 0.11 Level G + 5 o.o2 o,o2 o.o2 o.oz J :\404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core N & S.mcd Print 3/19/2004 9.1E.00 Release 6.1 \riz z- 5of9 Rocky Mountain Job Title Prestress Tivoli Lodgg 2,9,7 P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1 1 1 1 Date 3.19.04 Job No 404005 STE By By S ubject ElevatorCoreN&SWalls Checked Date Sheet Shear Forces and Connections at Horizontal Joints Governing Direction and Load Combination Based on Smallest Shear Through Connections Direction 1 Direction, = "Easf' Direction 2 Directiont = "West" Sgttr3ly : 9_overnilg Direc]ion and Load Case for Horizontal Shear on Wall System , HorizontalJoint Elevation f.o rn Fo undalion Governing D irection Dead Load , Factor Goveming Load Case Equation ' Live Load Lateral Load ' Factor Factor dtfl7_! C" --irtt - - - ffiatlon Level 0.00 2 lsYg,lg_11 43.09 Level G+ 5 53.00 r.zo"!o;l-v"!1fi9'"r ; , t,i . 1 1 ' 1.2bad + l Live + l Lateral 1.2 J:?Pead:1Lly_e111?teral i 1:2 , 1 , 1 : L2}ead + 1Live + 1Lateral 1.2 1 1 * ;.{D";; alir,erri?t{f '.*.- l.t- - - 1 -* i * , 1 .2Dead + 't Live + l Lateral 1.2 'l 1l GOVERNCASESH Summary - Loads on Wall SYStem HonzonrarJoinr rotaro^ead t",,:,.:"" lrff::i "5;::1ff"" ovenurnns.S[:f3.J" compression Erevatonrrcm t""l ,, .,,:::-o--, (oeadLoad) ...lo"d) .. Moment ;#;;r, (r-acrored)Foundation (Unfactored) (unractored) ir,il;;;; (unractored): Founclatron (Unlactoreo) (unlaclores) (Unfactored) : \rduLureu/ \r evrvreu/ i --l -8lU1:6- (r0 (kips) (kips) (kip-rt) (kitrrt) (kitrrO (in) (kips)-'F;;d#L;;i 0.oo- -'- 131.e; iasa --- aiaso 103.44 2713.50 11.76 399.90 Level G + 4'43.00 43.97 15s , 27!.19, 2.27 137 .97 34.48 455.00 2.41 17.24 155.00 0.65 81.81 Level G+ 5 53.00 IZ.JJ 22.16 rcsults a Summary - Shear Design for Horizonta I Joints ' *,,,n"," ^ ,Oun ^ OV^ qVn "o.r,".1-106aon131 Resistance Resistance Goveming shear Based on Based 600 Resistance Friction psi Honzontal Shear Co nnection Shea. Transfer Required Numbe. of CD-37 Conngctio ns in Horizo nlalJoint Numberof CD-38 Connections in HorizontalJoint &87! 6" . lkpgl Level G + i Level G+ i. Level G + 3' Level G + 4'- level G+ 5_ ( SHEA-R Connection ) Print 3/19/2004 9.18.00 Release 6.1 (-7't C>-aO cnv1v1r, f'lr* I {v J :\404005\E&D\ln Progress\Calcs\SectiOn5-- Walls\Elevator Core N & S.mcd ,!f'p:i JV. )U (kips) 203.95 160.96 121.69 79.07 41.72 11.30 1ii . EYn= 0.00 0.00 a.+s - rip!' 0v" 0 0 o (kip:), " lllgs)149.96 149.96 118.36 118.30 89.48 89.48 58.14 58.14 30.68 8.31 0 1 kips Fesndatior'Level 59.50 5b.5U ]O.CU 5U,5U JU.CU 41.50 41.50 30.00 15.50 U(e 30.00 'is so 39 6.8 8-31 0.00 0.00 0.00 7 .19 0 0 0 0 0 1 p4u'e[ yu,irr r 6ofg Rocky Job TiUe Subjecl ElevatorCoreN&SWalls Checked uate Diaphragm Connections Governing Load Combination Based on Largest tateral Load Factor 6,v,9 P.O. Box 21500, Denver. CO 80221 5801 Pecos Street, Denver, CO 80221 - FAX (303) 433-0451, Phone (303) 480-1 1 1 1 Date 3.19.04 Job No-404005 .i u latenl - | Mountain Prestress Tivoli Lodge By By Load Case Load Factors LC( LOAdCASC) ='0.9 DEAD + O LIVE + O LATERAL" LF 6."6 = 0.! 9.00 : ar70 1 |7.42 . 1 I 0.79 | 1 . 9.48 'r 1 .01 1 . Lawl G+ 3 G+ 5 Level G+ 6 63.00 1 1.50 1.01 1 14.50 a)7 15.50 I?A ( Templ Ternp2 Temp3 ) t Summary - Diaphra Ctaphragm Eevation m Connection for MEDIUM Connection : Wall #1 ' Wall #2 Total tlaphragm UtinEte Load L. ltt L= 6ft 17.29 lxips Wall #3 cD-b Nurb€r of Cod!ec{ions Di+frlgtn Forc€ (kips) Nurb€r ol Cortlecliors iOiaphra€m I Force Nurts of ColrEtior'rs ^ f .4 ?Uo - (e +- Lo\rel G+ 1 13.00 l Level G+ 3 Level G+ 4, Level G+ 6 (f0 (kips 1 1.50 14.50 13 9q 1.36 ' 1 (Templ Temp2 Tcmp3 ) W.h diaphr<1* <htar l5,f la ure- Q: cb'9 t< c,o^rerlio^ nirt Pe'7a^eJ P(int 312212004 9.18.00 Release 6.1 J1404005\E&D\ln Progress\Calcs\Section5-- walls\Elevator Core N & S.mcd Level G+ 2r 23.00 n(? o.zg 1 i 'I ;1 9.48 : 1 1.01 : 1 ) I Ot9 (Templ Temp2 Temp3 ) Rocky Mountain Prestress Job ritte Tivoli Lodge <,? cj )l e r I P_O. Box 21500, Denver, CO 90221 5801 Pecos Street, Denver, CO 80221 FAx (303) 433-0451, Phone (303) 480-1111 Date 3.19.04 Job No 404005 2 8y By Subject ElevatorCoreN&SWalls Checked Vertical Joint Connections VERTICAI ,_JOINIS ='rnenl m-e vERrrcAr rorNrs rN rHrs wALL sysrEM' Governing Direction and Load Combination Based on Largest Shear Through Connections Direction 1 Directionl = "East" Direction 2 Direction2 = "Wesf' Vertical Joint Number V;ointi=l Vertic€l Joint Location from Left X ,ju ,o,n, = o.uut O Ygrti"gl.lo-ilt 1 Summary - Governins -Directlgl U{-Lg-"4j1* tgl !.Ilar- o""r i Liu" I L"t"r"r yl,Ti: Numberof cD-33 Numberof cD,35 Vertical Joint at .67 ft ?::TlJ"t -LJli -i""i -|-"J d[:::^ connectons connections F actor Fac(or Factor _ _, _ _: . _ 1!p9) :tvoi__3163,Ip!_ 4v"= !!.23 !pg_ Jat€lpi!9'*v-9ll--.- . "-?-, --1,1-.- l.-".*1-- 9'1.19 -,.**-?----. ..? -.-- !e1l3-r IIo_Eyd 2 _ 2___,_ge 0 .1 - 6/.72 _? ^_-.-_ 2 Level 2 To Level 3 2 0.9 0t1 108.54 4 , 2 ' Level 3 To Level 4 2 0.9 0,1 . Level 4 To Level 5 2 0.9 0 1 59.06 2 Level 5 To Level Top of Wall 2 0.9 0 1 26.33 1 ,1 fcov'n-xcesesv (x "jvloin) Vloint connection x"jvloin,J Verticzl Joint Numb€r V loint i=2 Vertical Joint Location from Left x"i',.. =6.917ft , ' lotnt Vg{lgql l"1nt 2 !umq91y 1'Qgv-gryins Direction and Load Case for Shear '' r'r..- rjl tv I e VerlicarJoint at 6.s2 ft ?::"J5 ff:: I"; T:#' ,il+ff", ""J"'"ilf":;" -'eH## rectlon F--;o'r a""i"-. ,1"i"|. VerticalJoint ,1,, ,Fog4ationto!9y9Ll _ 2 1.2 1 1 61.13 2 2 Leve|tToLeve|7..-?.9qq:'r.---91'3__.-z-__:-. , Level 2 To Level 3 0.9 0 108.54 Level 5 To Level Top of Wall -tFz ^re,loo.'{ \erilca,l | . \ r l - ,' I tl rtpr{(g.,.t j"idi atl fvt''nc(rc,^\+r ,_(tt+ltS, ?muio{*J-u Fqnr{r- v?nl)'61 ghur 6, Qtpa^ fcovewcesrsv(x ujv joioJ v.plnt Connection x ujvloin,] j"'^+t ,:"P Lov\n{ cloar I ftl ,t tl'e Ptint 3119/2004 9.18.00 Release 6.1 yv<rfuv4i^o sJ-., I .J lz\ cD-,lz vut i,1 ^l p?, p<".di cu lq'. uq[ls 4vn = G)(;t.e k) ,- lo3 k- J l4O4O05\E&D\ln Progress\Calcs\Se "rronr--- 4954^( 9 Walls\Elevator Core N & S.mcd I of 9 I{Nlfl R00t L}1- F L ((>a tt G)* rt cr''h T\r cc- 0 l|v < c.J. t.r\)( v ( lv (r; # it &t ttt /., r +f rt L 9J ( n . EAST En-W,ArOil - EUEVATOR CORE sc.atE d' . t-d fe\ &ti /tn i I D.'< A I r,i,r \J/ JU ,1V tl (2 WESTELEVATIOT{. ELWATOROORE v-scrG lt' ' f-d Rocky Mountain Prestress Jobrite Tivoli Lodge Subiect ElevatorCoreE&WWalls Checked Shear Wall Design Material Properlies St€el Yield Skess f ,:=66.O' Steel Modulus of Elasticity E sr :=29000.ki Concrete Unit Weight 1c:=l50.pcf 5,g,tt P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Date 3.22.04 Job No 404005 Date Sheet of H wall i=Top elev- Foot ,6" H wall = 64.5 ft -r\,,\y\ qs5Um€9 t+Jr'. of urAll ),"( vh rqJ,,L STE By By 28 day Concrete and Grout Strength Concrete and Grout Strain StaticFriction Coef. Shear Sfength Reduction Factor T€nsion Strenglh Reduction Factor Shear Wall Data Total Shear Wall Length L rot := 10.ft .l- 4.in Number Of Levels Above Grade N levels i=6 Pilaster Dimensions t pilasrer:=0.in w pilaster:=0.in Pilaster Loc€tion ('LEFr , "RlGHf , 'BOTH", "NONEJ Shear Wall Thickness t walt i=8.rn Typical Story Height Srory:=10.ft f c :=5000.psi r cu :=.003 $s -.o a + v:=0.85 { t :=0.9 el<!^,ho. 4+ g4lla" , , 6n{|nve- overtt,rni +3 'sfue-l # finnol,,fi'ou \troi,4^t Vor, shecr- ialo l,,;ai4 furn'l Pilasrcr :="I{ONE' Fooung Elevation First Level Elevation Top Of Wall Elevation Footcl.v:=8187.ft16.in Fint.l"ui=8200.fta6.in Topelev:=8252.ft+0.in Con nections Total Number Of Foundation Connections Connection Numb€r Location of Connections Fronr Left End of Wall x ct:=5.in X c5 :=L ffi- 20.in X%:=Ltot-15.in Joints Number of Horizontal Joints above Foundation Elevation of Horizontal Joints From Foundation Number of Vertical Joints Location of Vertical From Left End of Wall N connections l=8 n coni=l-N counections X ., i= l0.in X ,3 t= 15 .in X .4 i=2o in X c7 i=L tot- lo in X cg i=L tot- 5 in HJ i=N 1.".1s Joint Number hj:=1..", v;[ =to r: 23 3] 43 s3 ) ft vJ :=0 X q, i=0.fr10.in X uj2 :=0 fr+o'in J1404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core E & W.mcd Ptinl312212004 9.18.00 Release 6.1 1of 9 Rocky Mountain Job Ti0e Prestres s TivoliLodqe STE 5 ,9,lz P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-t 111 Date 3.22.04 Job No 404005 By By Subject ElevatorCoreE&WWalls Checked Diaphragm Shear Connection Capacities Light Connection CDI ovnoi"-tieht:=#Medium Connection CD8 ivn oi"-..aiur:=# Heavy Connection CDg oun O,"_n".r.rt=.lff Vertical Joint Shear Connection Capacities Light Connection CD33 {Vn cD_J: := 37tL!iF6 Heavy Connection CO35 6vo Co_35 :=-@ Horizontal Joint Shear Connection Capacities Light Connection CD37 Applied Loads ' Loads ln PSF Pemendicular wall load p pa :=story.6'frt I'in.t *uglt " lvn co_32 :=:'72*ipt Width of Supported Load .- 30.n w levcl, '-;- J 1404005\E&DU n Progress\Calcs\Section5-- Walls\Elevator Core E & W.mcd Heavy Connection CD38 ovn Co_38 :=-.1-@ Live Load Flat Slab Topping Super-imposed Oead LL. l=40.pf DTm:=100.p6f Topm:=37.5.psf SDL, i=l5 psf P oL = 1.042'kiPs L€vel Pnnt 312212004 9.18.00 Release 6.1 .l 2 3 4 5 o 2ol9 Rocky Mountain Prestress Job Tifle Tivoli Lodge Subject ElevatorCoreE&WWalls Checked --), b, 13 P.O. Box 21500, Denver, CO 80221 " 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 STE Date 3.22.04 Job No 404005 By By of Point Loads Number of Additional Point Loads Dead Dir 1 Dir 2 N 1e16" i= l2 Live Dir 1 Dir 2 Sh€et Load Number load :=l .. N bads Point Load Location From Lower Left (0,0) /\ ^r. .'- Y -r- --,,.toao P,load 0.5.Story l.5.Storv 2.5.Story 3.5.Story 4.5.Story t.5.Story 0.5.Story l.5 Story 2.5 Story 3.5 Story 4.5.Story 5.5.Story Load load = PpL PoL PoL PoL PoL PDL 0 0 0 0 0 0 0 0 0 0 0 0 PDL PoL Pol PoL PDL PDL 00 00 00 00 00 00 00 00 00 00 00 00 'kiF Note: The Point dead and live loads are no^/ input as a matrix with {2} columns, The lirst column of the load input is applied in Direclion 1, and the second column is in Direction 2. This is to account for DL and LL applied {rom perpendicular walls in the comprestion block. Shear Diaphragm Loads per Floor (Assumed to act at the elevation of the horizontal joint) Enter Shear Oirections Directionr :="Frsr" Dirlction, :='West" Enter Applied Lateral Shears Level G+1 Level G+2 AA<to:'(t -_-., ,-6.kios ,, .-lz.kiDs vr'--7- \2'---t- Enter Applied Diaphragm Shears Level G+l Level G+2 ., .-6 kips ., .- 12 kips Y i..-- Y,.t^.-..'4 "t 2 2 Load Factors i I _.-l Based On UBC LF:=l I L 2 Lsvel G+3 ., .- 19.kios Level G+4 ,,.-24.kiDs Level G+4 ., .- 24 kiDs u42 Level G+5 ,, '- 30.kips Level G+5 ., .-30 kios Level G+6 .,.-35.kies '6 '--- 2. - Level G+6 ., .-35 kips -o2 "DEAD' 'LtVE" "LATEMj-" 0.9 1.2 0 1.0 1.0 t.0 'cAsE r' 'cAsE 2' lnitial Guess For Solve Routine Pn 3t22t2004 9.18.00 Release 6.1 J 1404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core E & W.mcd 'I 4 c o 7 8 11 0.ft 0.ft 0.fl 0.ft 0.fr 0.ft tot tol EI 9t tol tol Level G+3 ,, .- t9.kips ']'--=_ A ,1.r; i= I in ablockl=l%Ltot 3of9 Rocky Mountain Job Tltle Prestress Tivoli Lodge €r roo,l'1 P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAx (303) 433-0451, Phone (303) 480-1111 Date 3.22,04 Job No 404005 of By By Subject ElevatorCoreE&WWalls Checked Date Overturning Steel Requirements at Horizontal Joint for DIRECTION 1 Governing Load Combination and Load Factors: Sheet DirectionDR = 'Easf' LoadCaseo* =',0.9 DEAD + O LTVE + O LATERAI' ,F, , -no -' lrveD[R "L' lalerillDlR - ' Summary - Loads on Wall System DIRECTION 1 HorizontalJoint TotalDead Elevation From Load Foundation (Unfactored) Load Case Load Factors Resisting Resrstrng '".'-':" Moment lvi o m enl ,,, , . - (Dead Load) (Live Load){unracloreo ) ... -(Unfactored) (Unfaclored) Comoression Comoressron 9venumrng B lock Size Force MOmen( (F acro reqJ (facroreo) aE?+'lkincl /kine\(kip-ft) (kip-ft) (kipjt) (in)(kips ) 30.87 -**19:f:lj*-u:l ,9'9"9-. - ..."??9 s"9" L9v€l G+ 1 19.09 189.32 3J 0! -1070.73 160.17 2085 00 918 312.07, Level G+ 2 23.00 151.77 24.80 858.18 128.13 1485.00 7.20 244.U 1"1_e_I6; i si.go itc zt' ' 18.60 64s 64 b'6.;o s4si0- 1.ea ' - ioioa _ _r".-u_"lglj,_ 19_0-0_ __ .7699 _.---1?,!9 49qlq _ _91,-q1"__ 999,99__, 2,9s_ _. 91,11 - Level G+ 5 53.00 3.00 39.1 .10 o.zu 220.55 32.03 175.00 0.91 results( DIR) lev€l G+ 1 31.90 31.90 31..90 31.90 3lr9! 1!22 . -5.94 . -26.10 _ Leyl_Gj.2_ 1.9,€9 1ej69 19.6e__1s_69 1e 69 19,07.. 919,-,--1?,98 * Level G + 3 9.78 9.78 9.78 9.78 9.78 9.78 8.83 -2.68 Level G + 4 2.92 2.gZ 2.gZ 2.g2 2.92 2gZ 2.g2 2Oo i ^.,^rn.i c ,''., ;."' ".n i.^ - ;;;' "^., -^ ir- 'n., L_gug! 9t 5 -0.54 -0.s4 -0.s4 -0.54 -0.s4 -0.54 -0.s4 -o.fl Tensionf DIR) DlRECiloN 1 Summary - Hold c91ne9!!o1 Numlgl_ 1 2 Connection Loc. From Left (feet) 0.42 at"8l ! 5" Aunaaton Level 0.g+ Down Steel Area (sq in) (FACTORED) 345678 0.83 12s,. 1.-61 0.94 0.94 0.94 9.08 9.50 9.92 (z|o tt (zlll tJ+tl Lrytll LD'35 cD-38 .- 9'67 0.59 Level G+ 1 0.59 0.59 Level G+ 2 0.36 0.36 Level G+ 3 0.18 0.18 0.10 0.39 0.s9 0.59 0.26 9 11 0 48 0.36 0.36 0.35 0.06 0.23 0.18 0.18 0.18 0.16 0,05 0.88 059 0.36 0.18 Level G+ 4 0.05 0.05 Level G+5 0.01 0.01 0.0s 0.05 0.05 0.05 0 0s 0.04 0.01 0.01 0.01 0.01 0.01 0.01 AJea I P(inl3/2212004 9.1E.00 Release 6.1 b(e I J :\404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core E & W.mcd o 40f9 Rocky Mountain Job Title Prestress Tivoli Lodge f,&, ti P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 STE Date 3.22.04 Job No 404005 of By By Subject ElevatorCoreE&WWalls Checked Sheet Overturning Steel Requirements at Horizontal Joint for DIRECTION 2 DirectionDR = "wesf' Governing Load Combination and Load Factors: Load Case Load Factors LoadcasbR = "0.9 DEAD + 0 LNE + 0 LATER.AI" LF,1",,1^-=Q!"' lrveDfll - -"' lateralDR - ' 8te7!L' Hodzontal Resisting Resisting r^r-t n6.n r^,.r r n/6 CompGssion Compr6ssion Joinl_Elevation -'i;;j- L;";'- _Mamenl lvlomenl Overturning -ir"ii i,_ Force from (ueao Loao) tlrve Loao) M omenr FO unoatro n DIRECTION 2 Summary - Loads on Wall Sy$em 114.21 18.60 645.64 96.10 945.00 4.93 ."'" !-' , , (f0 (kips) (kips) !!ip-ft) (kip-f!) JIiP!0 tlr') Feuff[aliqo,Level 0"q0 7?P_s8_ 37.?"0 1:es.2e 1s:2.20 299100 . 11,16 37s:1] LevelG+,1 _ 13 00 18e.32 31 00 19707? 160:17 298i.0,9 . I1q 312.07 Levef G+ 2 23.00 151.77 24.80 858.18 128.13 1485.00 7.20 244.64 (kips ) Level G+ 3 33.00 '167.U 6.29,_._._. ?:9,t1_ _. ,...".33,_93__ - 1l!!g_ *-o*fl* _ !-gil Level G + 4: L""eG* s 43.00 76.66 12 49 193,19 u,ol so0!,0, _ 2.69 91.s2 39.10 6.20 53.00 resul$( DIR) DIRECTION 2 Summary - Connection Tension ACTORED)j Connection Number 1 2 3 .J -,-^ ^^^ -c9ll99tjon !9-"-II9r*!9!J1"'91)- 01? 9.8! - - 1,2s. ,, ].91-elg+-L" tufiftnmdh Level -47.26 -20.87 5.53 31.93 _-Le_v9l G+1 :26j]0 -t:94 . 14:22 31.90 7 8.67 9.08 9.50 9.92 50.80 50.80 50.80 50.80 31.90 31.90 31 .90 31 .90 Levef G+ 2 -12.68 3.19 '19.07 19.69 19.69 19.69 19.69 19.69 Level G + 5 -o.s+* -0 sa --o.s+ ". os+ -o.s+ -0.s4 -o.s -0.54 Tension( DIR) DIRECTION 2 Summary - Hold Down Steel Area (sq in) (FACTORED) Connectlon Number i 2 3 4 5 O '-- 7 -a Clnn"ction G;.'Fd; Lef iieet) 0.42 0.83 1.25 1.67 8.67 9.oB e.50 e.e2 B I el! b' 'ffiaiien- Level 0.88 0.39 o.io o.ss 6 s+ o.e4 o.e4 o sa Lj)" tl Level G+ 1 0.48 0-11 0.26 0.59 0.59 0.59 0.59 0.59 (Z\ +ll Levet c+2 0.23 0.06 o.3s 0.36 036 0.36 0.36 036 (li*l/ Level G+ 3 0.05 0.16 0.18 0.18 0.18 0.18 0.18 0.18 { l) s tl Level G + 4 o.O4 0.0s 0.05 0.05 0.05 0.0s 0.0s 0 05 T93S Level G + 5 0.01 0.ol 0.01 0.01 0.01 0.01 0.01 0.o1 cD-ag AJea 2 brR z J :\404005\E&D\ln Progress\Calcs\Section5-- Walls\Elevator Core E & W.mcd Prinl312212004 9.18.00 Release 6.1 5of9 Rocky Mountain Job Title Prestress TivoliLodgq 6,', tl )tAtlF P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 8022i FAX (303) 433-0451, Phone (303) 480-1111 STE Date 3.22.04 Job No 404005 By By of Subject ElevatorCoreE&WWalls Checked Sheet Shear Forces and Connections at Horizontal Joints Governing Direction and Load Combination Based on Smal/est Shear Through Connections Directton 2 Direciion2 = "Wesf' Summary - Governing Direction and Load Case for Direction 1 Directionl = "Easr" l'lorizgnlql !near 91 !v1!!Sy*em HonzontalJo inl Elevation from Foundatio n r0' - Foundation Level 0.00 ' Ltvet oji ts.oo Governing Load Case Equation Factor Facto r Goveming Direction Dead Load Facto r 2 1.2Dead + lLive + l Lateral 1 .2&ad + l Live + '1 Lateral 1.2Dead + lLive + l Lateral 1.2 1.2 1 1.? 1 1.2 ' 1 1 1 Level G+ 4 43.00 2 1.zDead + lLive + l Lateral 1.2 1 1 1 Levef G+ 5 53.00 2 1.zDead + lLive + l Lateral 1.2 @VERNCASESH Sumln?ry - Lol9g o1 walt lvstgm HorizontarJoint TotarDead rorarLrve i,tff:li "i;::l'fi"" overturn,ns "B[?f:il" "oToo.:T'on Elevatrcn from Load Load lDead Load) roaoi M oment '":::':l '"*l::: l'*::".'' i1;-"1:"' :t': -- --i':"'"'' ::"-"j'-_ irll . {Iip.l !!f:r fundationLeve|0.o0....?29'?9''.'''''97.20'..'1?-T.29.19.?.20...?9-91.90 _*L;"etc-;i'i9.oo.-1893231:qo107917l_169:1-7208-?..0-09.99'33g'7'2 Level G+ 2 23.00 151.77 24.80 858.18 128.13 1485.00 7.67 260.66 Level G+ 2 23.00 151.77 24.80 858.18 128.13 1485.00 7.67 260.66 Level G+ 3 33.00 114.21 retO O+S.O+ 96.10 945.00 5.10 tt}.i Leye!G+4 1_3.00._'. J6r66 1?.40 433.10 9a,'T 509,99 2..66_, 90,57, , Levef G + 5 53.00 39.10 6.20 220.55 32.03 175.00 0.88 29.78 resuhs a Summary - Shear Design fo1 Horizontal Jo!nts . Ultirhale 4Vn Hol]zonlal Honzootal Resrstance snear shear B ased on Fnciio n Ov" r\/ Rasislance !/_' n concrElE Based 600 -bovetnlng Resrsrance psl conneclion Number ol c0.37 - uonneclQns rn lransler HOnZOnIalJOlnt Kequlreo Number of CO-38 Connections in Ho.izontaiJoint Foundation Level Level G + 1 Level G + 2 Lev€! G1 3 Level G + 4 Level G + 5 (k'!sl 63.00 60.00 54.00 44:5Q 32.50 (kips) 63.00 60.00 54.00 44.50 32.50 (kips ) 173.26 132.94 88.45 46.19 15.19 (kips) 157.59 127 .39 97.75 65.04 33.96 '11.17 (kips) 1 57.59 127.39 97.7 5 65.04 JJ YO 11.17 (in) 0v^= 0.00 0.00 000 000 0.00 6.33 kips OV"= 15.42 kips 0 0 0 0 o 1 8.45 0 0 0 0 0 1 17.50 ( SHEAR Connection ) U3< P(int 3l22l2OO4 9. 18.00 Release 6.1 /'_t\, 'a.> I \Ul-.,-rtrt W. Dqh+'1 V6 ln | /v\q vv, J:\404005\E&D\ln Progress\Calcs\Sectjon5-- Walls\Elevator Core E & W.mcd 6ofg o Prestress -^5,Ur l? P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Date 3.22.04 Job No 404005 Rocky Mountain Job Title Checked By By Date Subject Diaphragm Connections Governing Load combination Based on Largest Lateral Load Factor Load Case LC( Loadcase) = "0.9 DEAD + O LIVE + O LATERAL" Load Factors LF 6o6 = 9.9 LF 1;"" = o f latcral = I ElevatorCoreE&WWalls a:.' twet C+ 6 63.00 ; 17.50 17.50 2 ,v;;l iTit lki Criaphragm i Total Elaphragm i- - r-= ort Eevation i tttirrEte Load i d;at; ,;;";*FOrca comectrc|6 (Tcmpl Tcmp2 TemP3 ) F^axiynut' dr'^ ,l (tl 49f tl'n Ll lneorn i' J?'5 L P€" |ane I Ute hi,ninw^ y\va3v^ -t"nac-l low bv^ . l7 ,i L f D- I Lav'l It'l 6nanlo^y' J :\404005\E&D\l n Progress\Calcs\Section5-- Walls\Elevator Core E & W.mcd P(inI3t2Z2O04 9.18.00 Release 6. 1 ( Tcmpl Temp2 TemP3 ) 7of9 sAP2000 5tgr, tB 3122104 14:46:56 SAP2000 v6.99 - File:elev frame - X-Z Plane @ Y=0 - Kip-in Units sAP2000 J,v' l"l 3122104 15:05:30 torl 13'1 Isb? (.+\ Ijlo Qan 12 l \oE ZB,1?- o Yl \9 qbqz Itrto l I I a-7 tt U tl tl t/I t ,/: Y\rn^r.al5, in,L f'ln' l, oMr- o'1t'/18 I ln, il l >L>r ugt"m (DANDE) - KiP-in Units h.u, arh'"'q €-- N o ghea.aufi^n1 5 -* t sAP2000 al u\ Shtqr Ftrr/+, L SAP2000 v6.99 - File:elev frame - Shear Force 2-2 Diagram (DANDE) - Kip-in Units sAP2000 5,6,?,,t 4/6/04 9:11;15 ., r. -n1 - 77.1 /-' a,^prlssi* "+' '{r ngfa"t wl -377 SAP2000 v6.99 - File:elev ftame-- Axial Force Diagram (DANDE) - Kipin Units o €hen. "#^j < --- N t .-\.: ;ti 'Ii't:' ' ',t t^l sl t.{) | \,'L- l t. JS o t,'uoi \,i x \ \1 r!l .J o ir': . ^-a :11 Fz A sAP2 00 0 (t9? !:,i.t. 1t bV SAP2000 v6.99 - File:elev frame - Moment 3-3 +h.a" ^rli,'1 N r{'4.'ti 8+1 a,ti.. 3'lb tgo0 >i 3i . i,:' Lv, t?00 Lll b7 , , a..'l r?o i.l ': tn Diagram (DAN ,/--+ Z-t o sAP2000 t 'Crr' -b5, - ltoV 0_ I il{t -zrL bnTvl1io- len*i on -3bz SAP2000 v6.99 - File:elev ftame -Axial Force Diagram (DANDE) - Kip-in Units N-9 o -9^ea" ""+iT sAP2000 SAP2OOO v6.99 - File:elev frame - Shear Force 2-2 Diagram (DANDE) - Kip-in Units t It ^l eh&. ^c,fr'^1 \J --+ ^S o f,9 ,zC *' Srr:: M,-*" lssl in,L- V,,^*. t tl? L l4*o*' fuflo in,L V*.qF = 137 L M,,^r= lfuo i^, 8",* - 36? b vl -j q"5+ in.L-' r nt4,K n .3?tV . e.N i h tr I F "t '"i' L \,j o 6,E,zL 5801 N. Pecos Dr/^!'i a^l_ Fnar - Project Name: l1o c r-r'i ?'\t i z''\r'r File Name : RCBEAM Program ROCKY MOUNTA]N PRESTRESS, Street Denver, CO 80227 STE TIVOLI LODGE ELEVATOR CORE LINK BEAM ABOVE 404005Et_ INC. (JUJi +6U-JJ-l-I Date : A/ 6/Proj No.: 404005 MAIN LEVEL DESIGN DATA Note: Strength Design, Deflections and Cracking Check Follow ACI 3L8-89 SP= 4.33 !\-= u. uv II.L= U. UU BBOT= 8.00 TBOT= 0.00 BWEB= 8.00 BM. Length= 4.33 BTOP= 8.00 TTOP= 0.00 STONE wT.= 150 LTWT WT.= 115 DL3 (Comp) = 0.000 DL4 (Comp)= 0.000 BM.F'C= 5.0 TPG.F'C= 3.0 Z<= I75 FY= 60 KSI: Bar Si-zes #4 Thru # 8 No. of Layers Bottom Steel = 2 No. of Layers Top Steel = 2 Number Size Height From Number Size Depth From Top of Bars (#) BoEtom (In.) Of Bars (#) of Composite (In.) 2 8 4.00 2 I 4.00 2 8 2.00 2 I 2-00 (Tot. Area Bottom Steel = 3.16 In-z) (Tot. Area Top Steel = 3.L5 In-2) NOTE: A11 Steel Areas in Parenthesis Are Based on 60 KSI Loading Data (A11 Uniform Loads are Kips/Ft. ) A= 504.00 rIV= OU DLB= 0.525 LL1= 0.000 MOMENTS Dist. X Ft. V. UU 0.43 0.87 I.5IJ 1.73 2.I7 z. ou ? n? 3 .46 4.33 >J5= JZ> Z 1:rr- 62 nn BM. =STONE Jr= SZtZ bDrlK= .'. UU TPG=NONE M (DLB+DLL+DL2 ) Tn-llinc 0.00 a.5z 9 .45 L2.40 Lz.LI J-+ . / O '1 A '1 1 .r 7t ,n )-z.a,v q 4c J - 52 -0.00 For Maximum Positive Moment: Resist.ing Design (ULT. ) Moment lJ!J-= U.UL,,U UJrz= V.vVV )JLJZ= V . lJlJlJ Non-Factored Moments M (DL3+DL4 ) Trr-T{inc 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 At X= 2-L7 FE.= lYl \DJrL+L)JZ l In-Kips 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 REQ'D Mu In-Kips 0.00 t3.23 19. 84 zv .6 I lv .6+ L7 .36 L3.23 7 .44 -0.00 o a'l (.90) 10957.3 = 9861.s ok \ N," 525?hiln - 1O0L SrBrzT lvf = 20 .'7 Ultimate Moment Cracking Check: cri i r.a I ql-rc: r Required: Actual Z=0 for Positive Moment Reqion v 7\.i ^+ 1'IJIDL. ./\ Bt- '1 na t.52 z. s6 z.d! 3.25 J. b6 A 'l '1 Deflections vu/ .65 K 1t'\C r-7 l_.3 no -1.3 \_, I 6V, = / Tt'r r.h c c l v- L i r'1c 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a. a. BS( ?2.\J = Req'd REq,d 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7ek T /tv = Av, ln-2/FE Min Recomm. 0.000 0.080 0.000 0.080 0.000 0.080 0.000 0.080 0.000 0.080 0.000 0.080 0.000 0.080 0.000 0.080 0.000 0.080 0.000 0.080 +e | ?zi^l+\__:_:___.J -j ({"okriS16z" )(o,b) Kips 72 .4 72 .4 o6 . z 72.4 -a A 1a A | \-1 P - 0,31 \r'/+ IG= 155598 In-4 ERECTION: BM+DL1-+DL2 : blvl+u!+!! (r r-ecn F: l.i a\r FINAI :BM+AIL DL : BM+DL+LI-, In-4 MCR= 2807 K-ln r, . ^U )TJ ^+MIDSPAN POSITION 0.00 0.00 1.5 0.00 0.00 Blocking Points During Yard Storage Assumed at 1/5 No Superimposed Loads Before Concrete Reaches F'c #1'cs -D^,s V^;, *'p ^^rt boilo* rT 41 r/;rru7s lz^ o,C, Points (Min. Moments) = 5000 Psr Cq) * B .-ur$t ( *d) 5801- N. Pecos Drni ar^f Frrrtr . Prolect Name: flo c r- r'i hl- i nn . File Name : RCBEAM Program TIVOLI LODGE ELEVATOR CORE LINK BEAM ABOVE LEVEL 2 404005F2 ROCKY MOUNTAIN PRESTRESS,Street Denver, CO 8022L STE INC. IJUJ / +6U-J-J_.,/_I Date : / 6/Proj No.: 404005 DL3 (Comp) = 0.000 DL4(Comp)= 0.000 t8,28 REQ'D MlJ I '1 - K I hC 0.00 8.50 8.85 8.50 f.o/ -0.00 DESIGN DATA Not.e: SErengt.h Design. DefLections and Cracking Check Fol-low ACI 318-89 LC= 0.00 SP= 4.33 RC= 0.00 BM. Length= 4.33 BBOT= 8.00 TBOT= 0.00 BWEB= 8.00 BTOP= 8.00 TTOP= 0.00 A= 215.00 SB= 972 ST= 9'72 YB= 13.50 I= 13L22 .ru\L= z/.uu rLt= zt-vu t5 J.iu(= o.uu FW= 50 BM.=STONE TPG=NONE STONE WT.= 150 LTWT WT.= 115 BM.F'C= 5.0 TPG.F'C= 3.0 Z<= L75 FY= 50 KSI: Bar Sizes #4 Thru # 8 No. of Layers Bottom Steel = 2 No. of Layers Top Steel = 2 Number Size Helght From Number Size Depth From Top of Bars (#) Bottom (In.) Of Bars (#) of Composite (rn.1 2 I 4.00 2 8 4.00 2 I 2.00 2 I 2.00 (Tot. Area Bottom Steel = 3.16 In-2) (fot. Area Top Steel = 1.15 In-2) NOTE: A11 Steel Areas i-n Parenthesis Are Based on 50 KSI Loading Data (A11 Uniform Loads are Klps/FE. ) DLB= 0.225 LLl= 9.999 MOMENTS !.,tDL. l\ 0.43 n a? 1 2n 1 ?2 z.Lt z . ou 3-46 ? qn *. JJ M (DLB+DL1+DL2 ) Tn-I{i nc 0.00 z - 26 4t. u5 >.JZ cd1 5.33 6 .07 5.32 4.05 2.28 -0.00 M (DL3+DL4 ) I ft - K I hc 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 M (LLl-+LL2) rn-](l.ps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DLI-= 0.000 DL2= 0.000 LL2= 0.000 Non-Factored Momenus o A)For Maximum Positive Moment:Resisting Design (IILT. ) Moment At X= 2.1,7 Ft.= (.90) 3?ta \ Hr, = lia I 4f1n = 4L30.2 = 3717.2 Ok {8,21 M = 8.9 Ultimate Moment Cracking Check: ertical Shear Required: Actual Z=0 for Positive Momant Reqion Req'd Av, lt-2/Ft 1t v n.i ^5 1t !/IEL. /\ 0.22 1 na L. )Z z. J6 2 .8t 3.58 A 11 =. -Ll Def lecti-ons \/1r / Aq Ki nq i1 0.2 n'l \l \1, =. I Tnahce l 1t^ K 1t'l< 33 .7 27 -3 27 .3 lrr r ITL REq'd 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Kips 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Mln 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 n r \1, - 515 K-In ur(, o\ Recomm. 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 \ , fa.u l.)(rz'76i (daFri)[z?^t'a0) o,8s(ez.t\- 0.000 lg,q k IG= ]-3:..22 ln-4 ERECTION: BM+DLI+DL2 : BM+DL+LL lrraarr Ft a.i n r- FINAI, : BM+A],L DL : BM+DL+LL ICR= 7725 Ln-4 MCR= MIDSPAI{ POSITION 0.00 0.00 1.1 0.00 0.00 t^lt I6 Blocking Points During Yard Storage Assumed at 1/5 No Superimposed Loads Before concrete Reaches F'c C9.ba,s Points (Min. Moments) = 5000 Psi {,r.) +8 tqrc d+ +f q-.1 dlxn ,\ = o,t\"r/, 1f r, L 5trrrqpr -l 0, c, o ROCKY MOUNTAIN PRESTRESS, INC. 5801 N. Pecos streeE Denver, CO 8022:- (303) 480-l-l-i-1 -- COMPRESS]ON MEMBER ANALYSIS --- Project Engr: STE Date : 4/ 6/ Project Name: TIVOLI LODGE Proj No.: 404005 Description : ELEVATOR CORE WAIL W/ BLKT - WIDE COLUMN SECTION File Name : 40400583 IJEJ J- (-'I\ IJA] A 392.00 In^2 24.500 In 3201 .333 In 3201 .333 In 5.00 Ksi 4287 Ksj- n nn2n Trr /T'r v -L.l LLt Bweb =Bbot = Df /.\h - Lr Es= Beta]-= 78433 rn^4 8.00 In 0.00 In 0.00 In 50.00 Ksi 29000 Ksi 0.80 'L- R= 'r'h/-.F - 49.00 In 14 .l-5 In 0.00 In 0.00 In 270.0 Ksi 171.0 0.0060 Tn/An 1 Trt ^ " I l.f6u 9,8,3o APPLIED Mu 5257 fn-K Area = 1/l.\,-\l- - Ch,.\l- - QF zrn -vev!/ - Et^ Ec= E^r ! REINFORCING Steel Level t_. 2- - - Steel Type Mild Rebar Mild Rebar Definition Size No. I Bar No. 8 Bar Qty. 2.000 2.000 Fhrl . r* E'c e Fqe ftanih I Ttr 'l ? nnn 45.000 ULTIMATE LOADS *** LOad CaSe 1 *** K1u t-6t C'rn BetaD U. OU 0 .50 y11,/M2 0.00 ll.VYL.!LU ??6 nn Li riq 1 r1n Moment Magnifier (Delta) Magnif ied Moment-' Mc' - (De1ta*Mu) Allowable Magnified Moment In determJ-ning (De1ta), the flexural was determined using ACI eq. #10-l-0 ULTIMATE LOAD INTERACTIONS 5257 In-K qn? q Tn-T{ stiffness of OL the member Phi*Pu (Kips) 0.00 37 -60 75.20 112 . 80 150.40 L88.00 zz> . ov zb3. zv 300.80 JJ6.4*U +Phi*Mu I tn-K I 4452 5084 5b6 / 6245 6735 728]. 7808 827 6 6b65 -Phi.*Mu {Tn-T{1 -3803 -4452 -5084 -5b6 / -6245 -6735 - I 26 r - /du5 -62 t6 Phi*Pu (Kips) +IJ. OU 45t.20 488.80 526.40 554.00 ouJ-. orJ 65>.ZV b /b.6u '714.40 752.00 +Phi*Mu ( rn-KJ t5z> tlzt > lo t 9485 9308 9L02 8854 6>JZ -Phi*Mu ( IN-K,l - 9555 '>tzt - 9'7 67 -9637 - 9485 -9308 ->LUZ -8854 -.J)>Z 5,?,21 376.00 Notes: (1) Phi*Po = ]-289.52 CAPACITY REDUCTION FACTOR, Balanced condition Pu = 5l_3.55 Kips Pu = 513.55 Kips Kips; .8*Phi*Po = l-031.62 Kips 'Phi, ? = 9807 In-k (+Mu) 9807 In-k (-Mu) K]-ps (+Mu) ( -Mu) Mu Mu 0.1 *F,c*Area= 19G.00 Therefore :Phi = .90 - 0.2* (Applied Pu)/(195.00)Phi = .90 - 0.2* (.App11ed Pu)/(l-95.00)But Phi not less than 0.70 L aLt foao 7s\ --'J.\,(z\ *fr \nr tqp.- Jl Fl )?tc - o ("9 f ,fl,3L ROCKY MOUNTAIN PRESTRESS, INC. 5801 N. Pecos Street Denver, CO eo22l (303) 480-11-1-l- --- COMPRESSION MEMBER ANALYSIS --- Dr-ni ar.+- E.'l.re. erq Date z 4 / 6 /Project Name: TIVOLI LoDGE Proj No.: 404005 Description : ELEVATOR CORE WALL W/ BLKT - NARROW COLUMN SECTTON File Name : 404005E4 DESIGN DATA Area Ybots Sbot qi.rh F'C Ec L7 6 .00 '1 'l nnn +26 I n nn2n Lr.^2 In In In Ksi KS l_ Bweb = El-\,^,f - E{- zrn -euvy - rrr .r Es= Betal= 7099 lrr^4 8.00 In 0.00 In 0.00 In 50.00 Ksi 29000 Ksi 0-80 Tbot f ev}/ -r* 22.00 In b.35 l-n 0.00 In 0.00 In 270 - 0 Ksi L?1. o 0.0060 In/tn Area \Ln 2) REINFORCING Steel Level 1. 2. -- Steel Definition ------ Tl"pe Size Qty. Mild Rebar No. 8 Bar 2.000 Mild Rebar No. I Bar 2.000 APPL,,IED 362 - VV 1 nn tlani- 1r l Tn l 3 .000 10 nnn Kips APPLIED Mu L700 In-K ULTIMATE LOADS *** LOad CaSe 1 *** Klu Ctn BetaD 7.67 0.50 0.50 Mt/M2 0.00 Moment Magnifier (Delta) Magnif ied Moment-' Mc' - (De1ta*Mu) Allowable Magnified Moment In determining (Delta) , the flexural was determined using ACI eq. #10-10 ULTIMATE LOAD INTERACTIONS 1700 In-K L989 In-K stiffness of o, the member 64.59 L764 97 .04 1899 Phi*Pu (Kips ) 0.00 LZv - 36 rc)t. /-5 +Phi*Mu (In-K) 1500 zv> I zzoz -Phi*Mu I tn-Kl -IbJ6 -rlt)+ - 1899 - zut I - zzo z -2381_ - z5 I I -2299 -zzL) Phi*Pu llfine\ 420.50 452 .84 485.19 3LL)+, 549.88 362. Z5 b l_+ . 5 / 646.92 +Phi*Mu 1Tn-Ifl 20t2 L I J6 1566 1l-3 4 334 n -Phi*Mu /Trr-lf\ -2012 - r t 36 -l-5bb - l_134 -883 -6L I -334 n 194.08 2381 226 .42 23',77 258 -77 2299 29r.LL 22t5 5.fl77.L -I a F (\l v $ \A l.J 5- a- "s "l F T \ \ "/U z \^i l- /,a+, a,d a- A F ,1/ NG ? 1{ Jv)4zI Ats ,4 NJ sp s\/ F*hJ Q$.ttI \LC t :tr F- oj $ | $=llt J hfr s? ls{v---- d 9 o a A \'J \ , .r t -{- -t OO4r T6 }|r) 'ircc N/-) f ,r) 9d,=z 323 -46 21-2L -2t2t Notes: (l-) Phi*Po = 646.92 Kips; .8*Phi.*Po = 5L7.54 Kips CAPACITY REDUCTION FACTOR, 'Phi' : Balanced condition Pu = 209.40 Kips Pu = 209.40 Kips 0.1 * F'c * Area = Mu = 2416 In-k Mu = -2416 In-k 88.00 Kips (+Mu) (-Mu) Therefore :Phi = .90 - 0.2* (Applied pu)/( 88.00)Phi = .90 - 0.2* (Applied Pu)/( 88.00) BUE Phi not less than 0.70 g' (+Mu) (-Mu) , *^ t I (z) A b'rrs h>.\l U T I L o t-l ,r \c L5- b^r5 U o,c, T ._ 5-ao0 7ri f,1, t 10. 5n o L0, wAl l) lt' r,0. ral (.\a t, T.O rar cg) d ll c"l+ II / ,)^ 4-oD-"10 tle )l CE) +ir !r90'-6' tr78'-0' (q\\- nr - rt lnfv .ain) o,f atl c*[^fi o'.' s p. ( N WES]I STAIR. EAST ELEVAIIION \!./- sc^tE f . r'.{r 6' wesr srruR - wEsr Et-EVATlom -- f.aurQ.l winim tAt'^ I | "utLt .' l'{e'{p?. previortllr4 'J CD'6 f r l ;" L \s, e,a n, 6,=, lT I u:g-ef ffie / f'-<A tl ll tl iF Il lll ir rt lr I IIoFE ti ttl t^_tl lliJ r.J ll EE==!--+l- ll I liiir ri I Lcl=., I ll I rm--' | | |tlltl liiiF nll r li ffii til Il ltl ltl ti l t l ll ltl /tl 1 1l IIl Il I ll I I I Il l tl Ltl Rocky Job Title Mountain Prestress Subjecl StairCore2E&WWalls Checked ShearWall Design Material ProDerties Steel Yield Stress fy:=60.ksi Steet Modulus of Elasticity E st :=29000'ksi Concrete Unit Weight t . i=l50.pcf 5,1,2 P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Date 4.6.M Job No 404005 Date Sheet L mt= 14 167 ft [rtk1 qss\Ame, b"+lr'', "f wa-ll +ltvo-llaz ^-f gtlo'-(,0 conthnue slYrlurninl s\rcl h {"nnoloh'o^ Puel', dcl bqse shea- lnfo Ytq/o' )tvtl dia pln.q7 of By By STE L ror:=( l7.ftf 6.in ) - ( I {i t4.in ) Number Ot Levels Above Grade N lcvctsi=6 Pilaster Dimensions t pilaster:{'in w pilaster:=l) tn Pilaster Location ("LEFT", "RIGHT', "BOTH"' "NONE) Shear Wall Thickness I .uidl :=8'm Typical Story Height Story:=l0 ft Footing Elevation First Level Elevation Foot.1."i=8190.ftn6.in Firstel€v:=8200Ji+6rn Con nections Total Number Of Foundation Connections Connection Number Location of Connections Frorn L€ft End of Wall 28 day Concrete and Grout Strength Concrete and Groul Strain StaticFriclion Coef. Shear Strength Reduction Factor Tension Strength Reduction Factor ShearWall Data Total Shear wall Length x cl :=5.in x c2:=1o'in x.- :=L ,^,- 20 in Joints Number of Horizonlal Joints above Foundation Elevation of Horizontal Joints From Foundation Number of Vertical Joints Location ot Vertical From Leit End of Wall Pilaster :="NONE" Top Of Wall Elevation Top el"l, i=E250.ftf6 in H ou11 i=Top .1."- Foot "1"u H *u1; = 60 fi N connectionsi=8 n con :=l - N connections f cl=5000.Psi ecu.-uu.t g s.- o A o v :=0 85 I r :=0.9 X ca :=15 in X c4:=20'in X c6 :=L ror- l5.in X c? :=L tot- l0 in HJ i=N 1gtg15 Joint Number hj:=l 'HJ v.;l =(o ro 20 30 40 50) ft VJ :=O X vJ r :=0.ft t0 in X "i, :=0 ft10 in J:\404005\E&D\ln Ptogress\Calcs\Section5- Walls\Stair Core 2 E &W.mcd x cg :=L ror- 5.in Ptinl 41612004 9.18.00 Release 6.1 1of I Rocky Mountain Job Title Prestress TivoliLodge CTtr 5,1,3 P.O. Box 21500, Denvsr, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Date 4.6.04 Job No 404005 By By Subject StairCore2E&WWalls Checked Diaphragm Shear Connection Capacities Light Connectlon CD1 .- I4.03.kios ovn Dia_tight. --jliJ-Medium Connection CDB Heavv Connection CD38 Live Load Double Tee J:\404005\E&D\ln Progress\Calcs\SectionS-- walls\Stair Core 2 E & W.mcd HeavyConnectionCDg tvnO,"_norr,=# Vertical Joint Shear Connection Capacities Light connection Co33 tvn gr_rr:=I iiiSF Heavy connection CD35 ovn CD_ls :=6a6ItE Horizontal Joint Shear Connection Capacities Light Connection CO37 {vn ao_r, :={S Applied Loads Loads In PSF Wldth of Levet Supported Load w t"uefrn :{ LLm:=o.psf DT, i=oo.psf Topm:=o.psf ovn oiu-r.oiu'n:=# {Vn"r.r..o:=J1@ I .15 Topping Sustained Dead o f 'l l0l ll<, s I sDL :=l ''- - | .Dsf Ir52s|' L'T'J Ptint 4l6l2OU 9.'18.00 Release 6.1 2ol9 1 2 ? 4 Rocky Job Title Subject StairCore2E&WWalls Checked 4a c't '/ | ,r I P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO g0ZZ,l FAX (303) 433-0451 , Phone (303) 480-1 1 1 1 Date Sheet of Load Number load l=1..N 1ou6, Point Load Location From Lower Left (0,0) X^r..i=rZ.toad Y plro"dl= 0.fr 0.ft 0.ft 0.ft 0.fi 0.ft 3t L tot L tot L tot L tot ! tol lnitial Guess For Solve Routine A r1".1 i=l.in E btocki=l %.L tot Mountain Prestress TivoliLodge Date 4.6.04 Job No 404005 By By Point Loads Load Number of Additional Point Loads Oead Dir 'l Dir 2 N 16265 i=12 Llve On 1 Oi( 2 5.3 0 5.3 0 5.3 0 5.3 0 5.3 0 5.3 0 o 5? U )J 0 5.3 .krps 0 0 0 0 0 0 0 0 0 0 0 0 .kips I 5 Story .5.Srory U.5.Story L5.Story l5.Story 5 5 Ston 0.5 Story l.5.Storv 2 5.Story i.5.Ston 4.5.Story 5.5 Story Pt *arr .=8 'n Srory.l9flr c Level G+1 Level G+2 r, .- lS.kips ,, .-36.kips Enter Applied Diaphragm Shears Level G+1 Level G+2 r, .- lS kips r, . .-36.kips 'of --'z-2 Load Factors Based On UBC Pl *.11= 5.335o910,Perpendicular wall load Nole: The Point dead and live loads are now input as a matrix with (2) columns, The first column of the load input is applied in Direction 1, and the second column is in Direction 2. This is to account for DL and LLapplied from perpendicular walls in ' lhe comDrestion block. Shear Diaphragm Loads per Floor (Assumed to act at the elevation of the horizontal joint) Enter Shear Directions Direction, ;='North" Enter AoDlied Lateral Shears Directiot :="Soutlr" Lavel G+3 Level G+4 Level G+5 Level G+6 ,, .-55.kiDs ,, .-7o.kiDs ., .-88kies ., -27.kips '3'--- '4 --- 's -T '6 --- Levelc+3 Level G+4 Level G+5 Level G+6 ., ,-55.kips ., .-70 kips ., .-E8.kips r/ .-27.kips vdl .-T " aq.--- 'os'-J- ',i0.--T | 'orao" I I 'LIVE'LF:=I I 'LATEML" I L 0.9 1.2 0 t.0 L0 1,0 'cAsE r" "cAsE 2" Prinl41612004 9.18.00 Release 6.1 J:\404005\E&D\ln Progress\Calcs\Section5- Walls\Stair Core 2 E & W.mcd ?^fa l0a0 = 1 4 o 6 Y 10 11 o Rocky Mountain Job Title Prestr ess Tivoli Lodge q,a P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-111 1 Date 4.6.U Job No 404005 STE LoadcasblR ='0.9 DEAD + 0 LIVE + 0 LATERAL' LFd""dDtn=09 -. lrveDlR !' lateralDlR - r DlREcltgll 1 p_11mpary - Loa.ds 91-!v3"L1"9yst€m of By By Subject StairCore2E&WWalls Checked Date Sheet Overturning Steel Requirements atHorizontal Jointfor DIRECTION 1 DirectioblR = "Nonh' Governing Load Combination and Load Factors: Load Case Load Factors R 19n't h (/ | tv (i, ,-FeEndattolT Leve I ' Lf""ioi r , **- -"1-"*i o; z t __ --q"-*ic. t ,., Leyg! G+4 : Level G+ 5 :. .'***-*-- HoizontalJomt Elevatio n From Foundation (f0 000 10.00 20 00 30.00 40.00 50.00 Com pressio n Blo ck Size (Factored) (in) 12.30 10.69 8.61 c (l z.o I 042 C o mprassio n Forca (Faqtored) : -!o*L-- 418.08 39!;1*- 2921,8 194.61 so.s.i 14.32 Fr..isting Resistng Total o:ead t",t:'-*" rrr"i""i Momeni overtumrng .. ,to:o ,. ....:::" -. (Dead Load) (LivcLoad) Moment {untactoredt tuntactotEol (Unfactorsd) (Unlactored) $p:1"""_. {kry) _ (kp-ft)'" (krp-ft)-_ (krp-f0 184:85 or0o 1534.63 0 00, 5685,00 0.00 13i9:20* _0-0q . 1?1s 0o 145....9._2 0:0! 1183 77 0-00 , ,, 2835.00 103.77 0.00 u7.65 0.00 1635.00 si .ez o oo s1 1 .54 o.bo 71o oo ,:s,.ii- ' 0.00 tii.na - o.oo" , iss.oo result{ DIR) DIRECTION 1 Summary - Connection Teniion (kips) (FACTORED) Connection Number I : 2 ' 3 Connection Number 1 : 2 ' 3 4 5 , 6 7 I I C"n""clion Loc. From left (feti) o.+z i o.aC , i is 1.67 12i..50 12.s2 13 33 13.75 --^----rt'^ l l t --:' -- "-' O I"l O'(/ Feundatie+Level 86.30 86 30 r 86.30 86.30 3l:6,9 : ,-3:02 -43.72 '84 43 '. _-***-*_. , Level G*1_ !,e-al 5"e_,?!":99.2j ,.5e:2: --12:y: _10.50 . '21 63 -s376 i ..- Level G + 2 34:!? . U 42 ,, .34 42 1:4:42 U.12 .: "1?":64 '3.54 '26.72 , Level G + 3 16.49 r 16.49 i 16.49 16.49 16.49 ' 16.49 9.51 '7.20 Level G + 4 4.59 4.59 4.59 4.59 4.59 4.59 4.59 3.30 i"""i o - s o ao -0 40 :9:a0 -0.;o -0.40 -b 40 -0.40 -0 40 .: ;;;; - '-: I DIRECTION 1 Summary - Hold Down Steel Area (sq in) (FACTORED) 1 Connection Numberi 1 2 : 3 4 I 5 . 5 7 I 1-*--- connection"Nutr"tr**i* I t :* , 4- -- 5-'' 5- 7 8 Connection Loc. From Left(feet) 0.42 0.83 1.25 1.67 . 12.50 12.92 13 33 13 75 (:) +tf --gno\b"Fr-,in,d""L"Gt'" i50 ,-1,bd r-:i.60*t--i.6g: 6.20"1"ffi o.er 1.s6 6,)tu i -, *-*""""" tiii,i'i - - Zt.s?'. onNumberr 'l 2 : 3 I 4 I 5 : 6 t 6 .- 1---", - -1. r Left(feetf -.0.a!*-"-0"89.,--1?9*,.--1roJ-._ 1?:.9_.;-1?,"??,,. 1333 13.71 atinn Levet: :!:60_ I 1160 ; 1,6O- 1.60 0.7,0 0.06 0.81 1.56 Level G+l. 1.10 1.10 1.10 : 1.10 0.79 , 0.19 0.40 1.00 t>,\ etti Level G+2: o.u' 0.64 : 0.64 , 0.64 i 0.64 : 0.36 0.07 0.49 L? | ' i- - --"."- ^.. I ^Level G+3, 0.31 0.31 : 0.31 . 0,31 I 0.31 : 0.31 0.18 0.13 ,,r'*tr i Level G+3, 0.31 0.31 : 0.31 0,31 1 0.31 : 0.31 0.1E 0.1: tJ -'l; -' r ^r,6r,:.!rl n,id nno'nn" nni nno'* Tiiio nnq 6nF !];;; -' uvel G++'d.d6 ooe ooe 6is o.og-*ti.rig o.os 006 cD.sv, --- --:.,::::--.:: -,,'r Level G + 5. 0.01 0.01 , 0.01 , 0.01 I 0.01 , 0.01 0.01 0.01 cD-gfi Area I Print 4/6/2004 9.18.00 Release 6.1 J:U04005\E&DUn Progress\Calcs\Section5- Walls\Stair Core 2 E & W.mcd 4of9 Rocky Mountain Job Title Prestress Tivoli Lodge f at ,2r lrb P.O. Box 21500, Denver, CO 80221 5801 Pecos Skeet, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Date 4.6.04 Job No 404005 Loadcast)lR ='0 9 DEAD + 0 LM + 0 LATERAL" LF6a6r,*=09 ", lrveDlR - "-' lateralDlR - ' By By Subiest StairCore2E&WWalls Checked Date Sheet Overturning Steel Requirements atHorizontal Jointfor DIRECTION 2 DirectioblR - "South" Goveming Load Combination and Load Factors: Load Case Load Factors , ,_, ,, ,-: DlREcTloN-'2 Summg.v - Loads on w3"!!.!vg!ll._ -_ ." Horizontal Resisling Resistiog Joint Erevation Total o.'ad rotal-uve ;;;; ;;;;i overtuming c: lo^'::-.]: "Frorh ,.-.:i1" -, ,, -,:::-" --, (oeadLoad) (Live Load) Momcnt :J:::-tl1:(Unfactored) (Unfactorrd) ;.----', : Foundation \-nfactored) (UntactoGd);-.^ | .-dl'1O-'G" (ft) (kips) (kips) (kitrft) (kip-ft) ; (kip-ft) .*"'t***..-. -. ,./r'r-"-"-*'";i.--**a'"-'SounCaticn Levelr 0.00 184.85 0.00 1534.63 0.00 5685.00 (Unfactord)(Factored) :_ --- Le\€l G + 3. 30.00 103.77 0.00 847.65 0.00 1635.00 , 5.72 , . *Jgyg19_t*4,-. 4000 61 62 9,00 s11.54 000 i 710.00 t 2.67 , - f-!ye-ig+L looo 1s4;7 000 : ttsi,z o.o0 t-. -f-3630 "i- .ot Co mpressio n Foaca (Fsctored) (kips)bt9o>10" ' (ft) (kips) (kips) (kitrrt) thp-iit ; ilie-61i , (in) iSounCatinn Level, 0.00 184.85 0.00 1534.63 0.00 : 5685.00 : 12.30 r. *:*gy':19jii*io_og 1-6q?9_ ,, ,9iq_ -_ rass3q 9,.9_o *lzr*o;l_1o,ss , L.gu"!_-G'*_ 2: . 2000 145.92 0,09 1183.77 0.00 i -289it:,q9 . €.61 418.08 363 54 , ^^^;; -' 194.61 90.91 l , Le\€l G + 3. 30.00 103.77 0.00 847.65 0.00 , 1635.00 . 5 Level G+ 4 40.00 61 62 0.00 511.54 0.00 i 710.00 i 2 14.32 o DIRECTION 2 Summary -,co n n e cti o n rq l"!g*l(i n_9j[{cJ. qBFDI result{ DIR) Connection Number 1 345678 1.zs t.at ' n.so ' ii..ia : ri.sJ " i3.zs -3.02 SZOg i e0.30 86.50 46.30", 86.S0 (feet) 0.4? 0 83 Level:-84.43 -43.72 Level G+2 -26.72 -3.54 td'lrLc;s"-i2b's.si Tensio( DIR) Level G+4 3.30 4.59 DIRECTION 2 Summarv - Hold Dow u-I I l9nf 3rY:i9lg-9own Connection Number 1 '-''''''-'''''''-"'''"167 12.50 12.92 I rg.Sg ' rg.ZS o 70 r.oo '" i.oo " I 1.60' , 1.60 b.te i 1lo-a 1ro l*-ifi--*iro 0.64 9ry"_ 9il_--9,q-._964 (s>*lr /'l\ell (z\t tl il\ +l/ tp-=9 cD-39 0.31 0.31 i 0.31 I 0.3'l : 0.31 t -- - '' 0 9s . . "9,99"-. 9,09 i . g.Sj_ 9,9s Arca 2 Ptint 41612004 9.18.00 Release 6.1 J:\404005\E&D\ln Progress\Calcs\Section5-- Walls\Stair Core 2 E & W.mcd 5of9 Loc. From Left 0rb'' FeandAtioa Rocky Mountain Job Title Prestress Tivoli Lodge Dttr ECl-l jl!,r P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-04s1. Phone (303) 48&11 11 Date 4.6.04 Job No 404005 By By of S ubject StairCore2E&WWalls Checked uate Shear Forces and Connections atHorizontal Joints Governing Direction and Load Combination Based on Sma//esf Sfr ear Through Connections Drrection 1 Direction, = "Nqrth'Direction 2 Dr.ecroq = "South" Summary - Gove rning Direction and Load Case for Horizontal Shear on Wall Sy$em HonzontalJoint ^ Elevation f rom (,-ovcmlng utaecUo n F Oundalro n Goveming Load case Equation "?""t"i;:' Foundation Level 0.00 2 1 .2DP-ad + l Live + l Lateral .10:00 _ ..._ ._? _ . .,,- o.gDead + oLive +,1Late,ral. 20.00 2 o.gDead +oLive +lLateral 30.00 2 o.gDead -oLve +'lLateral 1.2 Level G + 1 Leve I G + 2 Level G + 3 Leve I G + 4 Level G + 5 Level G + 1 Level G + 2 Level G + 3 Level G + 4 Level G + 5 0.9 09 1.?&ad + lLive + l Lateral 1.z*ad - lLive + lLateral 1'l 11 1.2 1.2 COVERNCASESH HorizontalJoint Total Dead Totat L've Elevation fram Load Load Foundation (unfacto.ed) (Unfactored) Summary - Loads on . !.kie1) 0.00 . 000 0.00 Wall System Resrstiog Resisting Moment M oment (Live Overturnrng (Dead Load) Load) tuloment (Unfactored) (tJnfactored) (krp-fD (k'p-lt) (kipj0 1534.63 0 00 5685.00 1359.20 0 00 4215.00 1183.77 0100 2835 00 0-,.00 1635.00 0.00 710 00 0.00 135.00 Compresslon : Compression Block Size ' Fo.ca (Factored)' (Factored) (frl , " t(e!r Foundation Level 0.00 184.85 (in) : (kips) 1n nn taq ?o io oo" ' 1qs sz 12.80 435.31 1d,g9 . 993,s .8.61 292.78 5.72 194.61 ioo ; .q!ou n ?7 1)'71 30.00 103.77 40.00 61.62 50.00 19.47 0.00 0.00 ooo 847.65 , 511.54 175.43 results a Summary - Shear Design for Horizonta I Joints sv" ov" r\/ Resrstance Resislance v-' n mnc'!r' BasEd oo Eased 600 -uovemrng . xeslslance F nclron Psl Co nncctio n Shear Transfer Requi.ed lkine\ /in\ AV = iC1 at n nn ,! ?A ?? 1 A'7 ..1 109.79 10.21 7) AQ 10 (t 39,1I 4.77 Number of C 0.37 NumberofCD-38 Connections in Connections in HonzontalJoint HorizontalJotnt Ho rizontal Shear Ultimate ' Ho nzo ntal fur.rndation Level Level G + 1 Level G + 2 Level G + 4 t-evet O * S ( SHEAR Connection ) Ptint 41612004 9.18.00 Release 6.1 : Shear i (kips ) (kips) (kips) (kips) 147 .00 , 147.00 222.01 163.24 rea oo ' iie.oo* *ieb.+i reo ss 120.00 120.00 149.32 109 79 s2 50 : 92.50 : ". 99 29 72.98 57.50 , 57.50 . 45.13 33.18 13,50 I 13.50 , 6.49 4.77 Ovf, l,_l.iz t<rgs n 1i JrZ ; - r -' ; 8.45 kips 24.32 8.73 utQ (.) CD-3g vrrin. pe" P4h4 l J:\404005\E&D\ln Progress\Calcs\Section5-- I 6of9 Walls\Stair Core 2 E & W.mcd o Rocky Mountain Job Title Prestress Tivoli Lodge Lq Losdcase) ='0.9 DEAD + 0 LIVE + 0 LATERAL" LF 6.4 = Q.P LF 1;u" = o 5,1 ,Q P.O. Box 21500, Denver, CO 8022'l 5801 Pecos Street, Denver. CO 80221 FAX (303) 433-0451, Phone (303) 480-1 j 1 1 Sheet By By DIE Date 4.6-04 Job No 404005 Subject StairCore2E&WWalls Checked Date Diaphragm Connections Governing Load Combination Based on Lafgest tatera! Load Factor of Load Case Load Factors Summary - Diag!r_1_s-m _cgnnectjgn fo,q L|gl,lr cglle_glion . 1 Wall #1 Daphragm Total Daphragm r l-:".'4ii-Eevation UltinEte Load o,+|.em ' Forcg Nlmber ot _--*f '. _---**-' Col|ttion! _- -(ft) (kips) , (kips) Level G + 1 - Level G+ 2 Level G + 3 Level G + 4 Level G + 5 Level G + 6 ( Temp I l cmp2 ]'empi ) S u m m a ry - Di a p h ra gm C-o n n 9 911 9 1 fo r lvl EQ ! !-tvt' !-o n n e cti o n ' Wall #1 Daphragm Total Daphraqm :' "-' " *1":-;1; * OVn = '17 '29 Daphragm TotalDaphragm Bevation UltinEte Load 0r?fragm Force Nlrrbd ol L= 14 ft ,kips r ]'... *...'*"*: ; Level G + 1 Level G + 2 Level G + 3 Level G + 4 Level G + 5 Level G + 5 ( Temp | 1 emp2 Temp3 ) , CodEiol!/ft\ rkincl /ki^c\ io.oo sloo e 06 | 2o,oo -.-, 19:9-9,- .,. .18oo 2 30 o0 27.s0 27 .50 * 7* ' " 40.00 35.00 35.00 3 50 09 aa,99 I 44.00 , 1, .60.00 13.50 13.50 1 J:\404005\E&D\ln Progress\Calcs\SectionS-- Walls\Stair Core 2 E & W.mcd Ut{ ff) CD'g wlr,i^trn It. Tqhl-l Print 4/6i2004 9.'18.00 Release 6.1 10.00 9.00 9.00 1 2 ovn = 12.20 kips l Tofg 1a o,t I tr I o ^8210'-6'Y 10. Rod tvl_ F.FL 8219'-6f /ffi ,r62J0'-6'vlTfil-ft=]L-- .r.8220 -5' Y I.0, 4TH L\t F.fu T.0. }|Au ^82r0'-6'Y T.O. JRD LlL T.FL ^ E200 -6'rT.0. aro Lv_ F.n- T.0. lv u 48190'-6'- T.0. L0B8Y Lvl- F.FL d8r7E',-0'- GIRAGE U}fL FJL r Jl..ti) rt f t\ $L:J (D.8 1 c..r\ *, Ar stt @ wesr srarm. NomtN eueva'nrcry 6' wesr srruR - s@tJTH E[-H/AT.[oN "ffi-ffi -'\.$4. yp.\'co,{ ioia* conur{cff+'r5 ol 9"'.^P" ,uo l{ 1, uh'/,'rr i"*r;/, 0{ 4 tl Lar r i,, p2, p1^€lic,,lqn' r"n/l til rL-t-TI-I. rlt ltl ,l r qr-{-It !.1- I f 11-1 il lG -lI ir l.:s lr l'f IL lr ir ll tl h---*;r\b.-t*# !p ,\r u/ JP *l_Tr- iiI iL_ ll llr:_l illl ,l ,,illjj ilI i _ui il ? l"i,]J itill L,-11 iltr1 d+r+-litl l riltl 4{-- | 1llT- Nrr r llr rr I n+l+- llrr lirrr llirr 5,1, to P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Date 4.6.04 Job No 404005 Rocky Mountain Prestress Job rifle f,voti t-oOge subject StairCore 2 N &SWalls Checked Shear Wall Design Material Prop6rties Steel Yield Stress fy:=60.ksi Steel Modulus of Elasticity E sr:=29000.ksi By By Shear Wall Data Total Shear Wall Length fv.n qtsttmeg LrU+r^ of r,u..[( tli':.,6f o^A bno-ba couefnqe owr'h^f"i #+e'l -l- 4^n"[o,ton luel, )^1 tqse Sheq. i,rfo ,^a)", J \e,,,eI d i*p hraSwu Footing Elevation First Level Elevation Top Of Wall Elevation Foor elev:=8l9o.ft-F6.in First "1"., i=8200.fta6.in Top clev:=83j0 ft+6'in H,71u11 i=Top.br- Foot"1"u Hrrol1=60ft Concrete Unit weight y . i=l50 pcf 28 day Concrete and Grout Strength Concrete and Grout Strain StaticFriction Coef. Shear Strength Reduction Factor Tension Strength Reduction Faclor f c :=5000-psi e "u i=.003 Ps'-o'^ o v:=0.85 0 t:=0.9 J:!404005\E&DUn Progress\Calcs\Sec1ion5- Walls\Stair Core 2 N &S.mcd L ror:=l0.ftf 8.in Number Ot Levels Above Grade N t""elsi=6 Pilaster Oimensions t pilasrcr:=0.in w pilastgl:=0 in Pilaster Location (''LEFT', 'RlGHT", 'BOTH", "NONE) Shear Wall Thickness t ,r"11 i=8.in Typical Story Height Story:=10.ft Con nections Total Number Of Foundation Conneclions Connection Numbsr Location ot Connections From Left End of Wall x cl :=5.in x c2 :=l0.in x .- :=L ,^,- 20.in -) '-' Joints Number of Hotizontal Joints above Foundation Elevation of Horizontal Joints From Foundalion Number of vertical Joinls Location of Vertical From Lefi End of Wall L rot = lo 66ztt Pilasrer :=" NON E" N conn""tiunsi=8 n co,ri=l N connections X..:=t5.in x c4 :=20 in X %l=L tor- l5 in Xc7:=Ltot-l0in XcSl=Ltot-5in H i=N leuels Joint Number hj :=1.. HJ vlf =to ro ?o 30 40 50) ft X.,;. i=0 tlr-0 in 'Jt X vj2:=0 ftio.in Print 416t2O04 9. 18.00 Release 6.1 'l of 9 o Rocky Mountain Job Title Prestress TivoliLodge 6 a tl / l t ttl P.O. Box 21500, Oenver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAx (303) 433-0451, Phone (303) 480-1111 Date 4.6.04 Job No 404005 Sheet By By of Subject StairCore2N&SWalls Checked Diaphragm Shear Connection Capacities ,- l4.03.kiDs pvn Dia_tight.-T- Level Light Connection CO1 Medium Connection CD8 Heavy Connection CDg oun O,u_t.uur,=-,U1P Vertical Joint Shear Connection Gapacities Light connection CD33 ovn CD_33 :=11!iE Heavy Connection co35 +vn gp_35:=st+itr Horizontal Joint Shear Connection Capacities Light Connection CD37 ovn CD_37:=9l?:Sps Heavv Connection CO38 Ovn cn_38:=.llli.E Applied Loads Loads ln PSF Vvidth of Supporled Load Topm :=0 psf SDL:=0.psf 6vn n;. -.,ri,,- : =.11i9!S 1.15 Live Load Double Tee Topping Sustained Dead Peroendicular wall load Perpendicular wall dead load from slab Perpendicular wall live load from slab Perpendicular wall total dead load P ** i=storyJ-1lt9i!.t *u11 1 . ^ ,-22.ft l7.ft+6 in ,.-n . -. ^.- ., ._-.-.',. , osf p r r :=2r!.1-@.ao.psr 22 P PL i=P pelpf P perp DL J1404005\E&OUn Progress\Calcs\SectionS-- walls\Stair Core 2 N & S.mcd P '-'. = 8.756kios P p.rp-Dl = l4 678ctiPs PLL=3EsotiPs P DL = 21 42FkiPs Pti^l416t20O4 9.18.00 Release 6.1 2otg 1 2 4 o Rocky Job Title Mountain Prestress Tivoli Lodge Subjecl StairCore2N&SWalls Checked STE Date 4.6.04 Job No 404005 5t1rh- P.O. Box 21500, Denver, CO 80221 580'l Pecos Street, Denver. CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Sheet Load Number load i=t .. N 1ou6, Point Load Location From Lower Left (0,0) P'loao 'Prload' ).5 Sto.y .5.Story 2.5 Story .5.Story 1.5.Story .5 Story ).5.Story 5 Story 2.5.Story 3.5 Story 5.Sron 5.5 Story By By Point Loads Number oi Additional Point Loads N loa& l=12 Dead Llve Dir '1 Dir 2 Dir 1 Dk 2 Load load = P p"rp P p"tp PoL PoL PpL P p.rp 0 0 0 0 0 0 P lt l=.kips 00 00 00 00 00 00 00 00 00 00 00 00 Enter Shear oirections Enter Aoolied Lateral Shears Directiol :="Nonh" P p.rp P p.rp PDL Pou PDL P p"rp Level G+3 ., ._38.kiDs vl .-- LevelG+3 ,, .-38.kiDs Dircctiog:="South" Nole: The Point dead and live loads are now input as a malrix with (2) columns, The first column of the load input is applied in Direction 1 . and the second column is in Direction 2. This is to account for DL and LL applied from perpendicular walls in the comprestion block. Shear Diaphragm Loads per Floor (Assumed to act at the elevation of the horizontal joint) Enter Applied Oiaphragm Shears Level G+1 Level G+2 Level G+l ., .- l2.kiDs vr'--- Level G+2 ,,,-25.kips "2'-T Level G+4 .,.-48.kiDs Level G+4 ,, ,_48.kiDs 2 Level G+6 ,, ,-llkiDs Y6'-T Level G+5 ,, .-ll kios ' ao.---f- 7 Level G+5 ., , -61 .kiDs 2 rr. .- l2.kips r,. .=25.kips v ,t. ,-- v A^,---t 2 -z 2 Load Factors Based On UBC f'oeno'I 'L[VE-Lr .-l I'LATER^L',L"' 0.9 0 1.0 'cAsE I' 1.2 I r.0 |ro I 'cAsE 2' J lnitial Guess For Solve Routine Print 4/6/2004 9.18.00 Release 6.1 J :\404005\E&D\l n Progress\Calcs\SectionS-- Walls\Stair Core 2 N & S.mcd 1 2 4 7 8 o 10 11 12 0.ft 0.ft 0.ft 0.ft 0.fr 0.ft :l9r L tot L tor L tot L tot tol Level G+5 ., ,-6t kips "j ----- A ,6"1 i=l.in a block :=l oZ.L tot 3of9 Rocky Mountain Job Title Pre str ess Tivoli Lodge f,, o, ,.n Jl t t I > P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-1111 Oate 4.6.04 Job No 404005 5ttr LoadcasbtR = "0 9 DEAD + 0 Ll!€ + 0 LATERAL" LF 4*6or* = 0.9 LF lateralplS = I arf By By Subjecl StairCore2N&SWalls Checked Sheet Overturning Steel Requirements atHorizontal Jointfor DIRECTION 1 Directio5r* ='Nonl" Governing Load Combination and Load Factors: Load Case Load Faclors DIRECTION 1 t, OIlo 4" (rtl ffiion Level: 0.00 -*e*r-c-:-l--,--eei Level G+2 20.00 t";;rGft'-^ 16bo !e_Elc+l 49:90 Lgv,e,l G+-5,..99,00 . Loads on w?ll sy:tem Resisting Resisting Momcnt M oment . Ovcrtuming (Dead Load) (Liv.Load) I Moment (Unfactorcd) (Unfacto red) i 0.00 1070.59 Compaessign Compress|on E lock Size Force (Factorcd) (Factored) ( kips ) 404 58 348.55 272.65 180 50 87 .23 21 29 HorizontalJoint TotalDead Elevatign From Load Foundation (Unfacior.d) (kips ) 160.53 't41.12 121.70 87 .61 53.51 19.42 Sum11a Total Livc Lo ad (tJnfaEtored) (kips) (kip-ft) (kipjt) (krp-it) (in) 0-00 1371.03 0:00 : 4295:00 . 1J:90 q,oq",* - "12-.p,91 9:9q'" j i?ir-0:-0q--- 1-0:2s 0.00 2205.00 8.02 0.00 ; 1315.00 5.31 0.00 : 615.00 2.57 nnn tE< nn naa *^^*-.,..--*- 0.00 763.80 0.00 457.01 i ir- I iiizz , J:\404005\E&DUn Progress\Calcs\Section5-- Walls\Stair Core 2 N & S.mcd DIRECTION 1 . . - -,- --*.99irs9991!,1$lber , Connection Loc. From Left (feet) 6l ?0!{o{Fe$idation teve t Level G + 1 Level G + 2 Level G + 3 Le\€l G + 4 Level G + 5 , DIRECTION I Summary - Hold Down Steel Area (sq in) (FACTORED) i Connection !oc. From Left (feet) 0.42 0.83 : 1,25 ' 1.67 ' 9.00 , 9.42 9.83 , 10.25 Q>erl_)flndt nleueir r sz t,.sl ': j,i:i_ - ili i g;g*'lq i..i.a*-, r sr /4\ l+tt Level G+1 1.06 1.06:1.06:1.06:0.86 r0.25 0.34 ; 0.94 \-') " -'-'- i Tensio{ DIR) Ares I Print 4/6/2004 9.1E.00 Release 6.1 Level G+1 1.06 1.06 : 1.06 , 1.06 : 0.86 I 0.25 0.34 , 0.94 '"-: . 1"-_-'_* i " Lev€l G+2 0.61 061 ..0.61 : 0,61 ' 0-,51 ,-0,4 i 9,.9-0_ 1 0+a /4\ kll Level G+1 1.06 1.06 : 1.06 : 1.06 : 0.66 r U.zb o.J4 : u.94 -') " -'-'- i /zt * t I Level G+ 2 0.61 0.61 0,61 0,61 0.51 0.44 0.00 : 0.44 . . .. -r''._,_-,, .- .i ... . , '( * Il Level G + 3 0 30 o.3o 0.30 0.30 O.3o o.3o 0.22 ' 0.'t1 \t)i'n39. Level G+4 0.09 0.09 : o.og : O.o9 j o.o9 , 0.09 ' 0-09 i 0.08 \-,/ - i ,. .. :-,-:-: -::..... . -.:..-.:.. - ..,. .. "... ..a-ja,-,. ,_-_"f:V.VY , U,UV , U.U:t : v.lJv : v.uJ v-vJ : vv! 0.01 0.01 0.01 0.01 0.01 0.01 0.01 4of9 o f ,3,l1 Rocky Mountain Job Title Prestress Tivoli Lodge LoadcasbtR ='0 9 DEAD + 0 LIVE + 0 LATERAL" -'oeaoDlR-"-", lrveDIR - - P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451, Phone (303) 480-'1 111 Oate 4.6.04 Job No 404005 '' lateralDlR - ' Jttr By By of Subject StairCore2N&SWalls Checked Sheet Overturning Steel Requirements atHorizontal Jointfor DIRECTION 2 Directio5r* = '5euth" Governing Load Combination and Load Factors: Load Case Load Faciors DIRECTION 2 Summary - Loads on Wall System Ho nzo ntal Jo int Elevation From Fo undatio n TotalOead Total Live Load Load (Unfactorsd) (Untactored) Resisting Resisting M omenl M omenl (Dead Load) (Live Load) (Unfacto.ed) (Untactored) Compression : Compression B lock Sizc i Force (Factored) (Factored) Ovenuming M o ment rft\ akidc.\(k'ps).. !krg.jt) .(kip-ft) (klp:ll)-.-..-",...Jin) . (fl?rl 0.00 '1371.03 0.00 4295.00 11.90 404.58 o.0o 1220.81 0.00 izzo.oo 10,25 348 55 2205.00 8.02 272.65 1315.00 5,3] ...... 180.50 615.00 2.57 87 .23 1q< nn n a? 1a 10 0.00. . 0.00 0.oo 1070.59 / oJ.ou 457 .O'l 0.00 0.00 0.00 0.00 result{ DIR) Level G+ 3 -5.70 11.72 15.94 L"uur cia 4.06 5.oo t.oo 15.94 15.94 15 94 '15.94 5 00 5 00 5.00 5.00 0.48 0.48 0.48 0.48 15.94 J. UU 0.48 Tensro( DIR) DIRECTION 2 Summary - Hold Down Steel Area (sq Connection Number 1 )1 5 9.00 1 .57 '1 .06 0 6_1 0.30 009 0.01 connection Loi.Fiiin teniiiet) o.+z 0 8C ' 1 2s 167 ar 10!a; 'JJneaiion lJuCt r.sr t o'.74' , o,.iz ' ota a;;;fG;T' o.g+ " o.s+*i ii.io b.ae Levef G+ 2 0.44 0.00 0.44 0.61 Levet G+3"o.rr ozi 'osb il lo Level G+4 0.08 o.Og : o.os 0.09 Level G+5 O.O1 O.O1 ; 0.01 0.01 +tl Aret 2 Ptint 41612004 9. 18.00 Release 6. 1 J:\404005\E&DUn Progress\Calcs\Section5-- Walls\Stair Core 2 N & S.mcd 5ofg Rocky Mountain Job Title Prestress Tivoli Lodge ( q t<'-/tl'tr P.O.Box21500, Denver, CO 8022,1 ' 5801 Pecos Street, Denver, CO 80221 FAX (303) 433-0451 , Phone (303) 480-1 1 1 1 STE Date 4,6.04 Job No 404005 of By By Subject StairCore2N&SWalls Chacked Oate Sheet Shear Forces and Connections atHorizontal Joints Governing Direition and Load Combination Based on Smallest Shear Through Connections Direction 'l Dtrectionl = "North"Direction 2 Direction2 ="South' Summary - Governing Direction and Load Case for Horizontal Shear on Wall Sysfem HorizontalJoint Elavation trcm Foundation /fr\ 0.00 10.00 20.00 Goveming : Direction :Govcming Load Cas. Equation Oead Load Live Load Factor Factor Lateral Load Factor '' '' '; 1i 1, t ---- 1 .--, 1 1: -' '. --* * **, *^- " . : Foundation Level "- .,-.lsv":i-Q.-1 Level G + 2 1 1 1 1 1 1 Level G + 3 1.2Dead + l Live + lLateral 1.2Dead + l Live + lLateral 1.?30.00 40.00 50.00 Le.v_et G- + 4 Lev€l G + 5 GOVERNCASESH 1.2 z ' - i.i.rl'laa *il"e * lLateral 1.2 s- gn ng.y--:-lt9e!9-911 { a I I systg m Comprcssio n uvenumng Block sEe MOmenl (F acto reo) ro-undiiion ue'rer Level G + 'l I ["u"ic * z L"""i c i a '*' 6;;ic;4 , - u*!.c;s results_a Ho nzo ntal Joint Elevation froln Fo undation (f0 0.00 10.00 20.00 30.00 40.00 50.00 Resisting Resisting Mgment Moment (Live Load) (Unfactored) Comprcssion (Factored) TotalO.ad TotalLive Load Load (0ead Load)(Unfactored)(Unfactorcd) ).. - .- .:' (unracloreo) I -fr\(kips) (kips) (kip ., 150.53 0.00 : 't371.03 141.12 O.OO 'tZZO,.At 121.70 0.00 , 1070.59 a1 a4 n nr1 7a2 en Aa E,f n nn aEa d4 19.42,0.00:150.22 itip-ttl ttip-itj 0.00 4295.00 32.?"0#, 2?950o (inl tz.to 10.37 / .:rc 5.08 2.30 (kip; j ;i1.56 *, asz _o-q*.,, 270.44 172'/-!--..-. 78.10 0.00 615.00 0.00 155.00 u.55 18.64 Summary ,- S-.heal Design for Horizontal Joints il utrimare 0V" OV^ r\/ conncction NumberofcD-37 NumberofcD-38 xo''zo"tar "lijo"n',""g Resistance Resistencc t^":,"-*: -snu:l conne4ions In connecrions in i Friction : Psi : -- -' nseetree 'a' i ..1 .-.:(kips) (kips) (kips) (kips) (kps) (in) 0V"= 8.4s kips ovi= 15.42 kips Foundation Level 107.50 107.50 210.92 155.09 . 155.09 0.00 0 0 , - _- ""*"-":- "1"-- *--- - Level G+'1 , 101.50 : 101.50 179.87 ': 132.25 : 132.25 . 0.00 I 0 I ' _ --_1--__-_ "_.'_- " *,- *Lrv:L-c-:?: 8e;90 j.9s'90.r "f199*iJ9!*-.";"-!91!?*,.- 999 "i""--.--,0....|6r,61 i:r,l' Tnnn i hnn aeln ) aaTa : F.ATa ' 4)) a 1 0: ! ' _ --_1--__-_ "_.'_--: __- + 2, 8e 00 , 9990 l:2.9q" 19":1a3_ , _!91,!i + 3 70 00 ' 70.00 88.10 U.78 64.78 + 4 46 00 r 46 00 39.83 1 29.29 , 29.29 " *,- *Lrv:L-c-:?: 8e;90 j.9s'90.r "f199*iJ9!*-.";"-!91!?*,.- 999 "i""--.--,0.... 0."** Level G+3' 70.00 i 70.00 88.10 i 54.78 i 64.78 : 5.22 I t 1 |Levef G+ 3' 70.00 ; 70.00 88.10 1 54.78 : 64.78 '. 5.22 j 'l 1 :'I i - - l Levef G + 4 46 00 46.00 39.83 29.29 29.29 16.7't 2 2 : Level G+ 5 15.50 , 15.50 9.51 6.99 6.99 I A.St i 2 1 . (SHEAR connectio"t U 5g CZ\ tD-7?, V?l ,'.r , $€r OO " " f ll Print 4/6/2004 J:u04005\E&D\h Progress\Calcs\Section5:-- 6 ofg 9.18.00 Release 6.'l Walls\Stair Core 2 N & S.mcd o Rocky Mountain Prestress JobTrue Tivoli Lodge Diaphragm Connections Governing Load Combination Based on Largest Laterat Load Factor StairCore2N&SWalls Checked LC{ LoEdcrsc) ='0.9 DEAD + 0 LIVE + 0 LATEML' LF dead = 0.9 Summary . Diaphragm total Fa rt /tl,lb r"' P.O. Box 21500, Denver, CO 80221 5801 Pecos Street, Denver, CO 00221 FA)( (303) 433.0451, Phone (303) 4ESt 1 11 r"' Date 4.5.04 Job No 404005 12.20 kips of By By Subjec{ Load Case Load Faclors I ltr t€vel G+ 1: 10.00 20.00 Level G+ 3 30.00 r10.00 50.00 60.00 l,€\rel G + 4 Le\rel G + 5 Cliiaphragm Elevatbn --a9'P 50.00 oo.oo LF 11". = 0 LF 1u66 = I Connection for LIGHT Connection Vn= Daphragm rate Load Wall #1 L. t1ft 0i?lr{m Forra Ntll$r ot Corrdiort (kips) 6.00 6.00 1 12.50 12.50 2 19.00 19.00 2 24.00 24.00 2 30.50 30.50 3 15.50 15.50 { WirEte I |-,-- (Templ Tqnp2 Tcmp3 ) Summary - Diaphragm Conne | 17.29 kips Total Dal t tinate Lev€l G + 5; (Tcmpl Tcmp2 Tcmp3 ) t-154- C": (5- I r,1,lnln,a,.v pe,, ?afil) Print 4/6/200/4 9.18.00 Rehase 6.1 J :\4040O5\E&DUn Progrcas\Calcs\S€ction5- Walls\StairCore 2 N & S.mcd Tofg onnectior r for MEDIUM Conn -- -- w"rlFi"*-** ectlon i OVn=i uarPnragm L' aft Oi?lr?m Forca Nurbr gt (kps)(kps) 6.00 6.00 'l 12.50 12.50 1 19.00 19.00 z 24.00 24.00 30.50 30.50 2 15.50 rE an 1 l-e\.el G+ 1. 10.00 Level G+ 2! 2o.oo L€vel G+3, 30.00 sAP2000 1,1, tT 4ft104 9:34:38 L\u oB' Qs.liort bq^ aP, *lqnn -----.., \r -,leler,qive k"ces ".{ I in lc b ao(r i aLove feuel L 7r'*on' uf"1^. 9e,.1o'. ff p - srlld 'r" ll &- bo{.fo* *^, \euelr l'tl,6n +',-:hon -tr4Prk"J, s"d+l Q , , .-.,1 q.9 Lo'xV crlu^ 4<ct\0" < a^,1 1.1- "8n f,zo* 5 t c-*',e*' 5 SAP2000 v6.99 o - File:stair2south - X-Z Plane @ Y=0 - Kip-in Units SAP2OOO t n,lg 4l7lM 9:40:39 U-r tw - r^ r tnnovn-L.n* ^if LYn ^ b^ b&n 5etf,'o,.t ff7 in'L ^, -lV,a'p nftO,r*grtf ^t l?n r?s' ulu-.n 9t ilo" 4* i",L - (w\F nw"la'"'l ot- &ln-n ltthon 1?ru9,' I\g tz in'l- SAP2000 v6.99 - File:stair2south - Moment 3-3 Diagram (DANDE) - Kip-in Units .L _0o ',v :,+F ^2 li! il tt I f.l t.L!$l ,-/t ,'. 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