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HomeMy WebLinkAbout1999 FOUNDATION DEISGN - 00-00032 - Madison High School - New Athletic BuildingFor Teton West Construction t) Foundation configuration provided by Mike Bressler of Teton West Construction 2) Foundation loads from Varco-Pruden Reactions Report 3) Concrete 28 day strength shall be 2500 psi minimum. Slump shall be 3-4.5 in- Reinforcement bars shall be AASTM A615 with Fy = 40,000 psi- 4) Concrete construction per ACI-318 5) Allowable soil bearing pressure = 3000 psf 6) Rectangutar piers shown on drawings may be replaced with circular piers forrred by sonotubes if the reinforcement is tlre same, the concrete area is equal to that of the rectangular piers, and there is sufficient cover for the reinforcement as required by ACI-318. REXBURG.IDAHO 24f88^s€oNt r// wnL FTE.7 y rtwusY€Rs€ EQRS /6',0,C. {-\ i{r#:^riY+%rr. T,vro sLqB ,?to at t/egncL &e?s e. /C-o.C. ENlrlRGe wnu f frc. NS sflouil fo4 ottt' (a7v/(oty il8ftl--bttTt.g,?D€ Enln vP trrc' AUE B€Am trtQLL silnL ilnve FltE ttl t/xtzo^tTf,L 6n,?s EguttLll sPt?6D -PL'?'Y- fue €(,/ld Le4 n?n) 4,4 ntcllaF Ws 3ee eoe. oaas. tz'4t rter Q n" ae U,5 Y€TTKALBNBS kxreno /ltto F7e. 4J stlousa Ra4 &aB a 'l1t*s EICAI tlltf -: i ,i J'€CTION L-- - - -J ;c?s 6s=Y ti9 I i tlllI-oiq tltl i: PLHN I -}l-34dl Js ? z"Ltlgg EoLTs ieibta. D/r.$. fte €xncTts*TtoP' rt # 5 &a,<s a/wLf 9ffic€D En{H vnf . ut\qe \: \, TOPS 6 3Sm c 7/' 4' Fou/lDnnoV tu( n/2sPtil Cou/tmU oP zvlAilo4 ffiW€ #/ tXnasv€lsE84is tttJ tc/4tL FT6. /8" o.c, ; I a*/ rl,wnptyBFR A7E4(D 1yro Wg m/nt. oF / ff.'' : 26' PL,qN gX /f* &aq ffim wf,u t,:/ tg"'l /8" fr6 CotvTttuuotts C&lnx eQsT- wAsT ) Ss / rMtZ. 4ils @q4lly sPftGD,, 6 4s 8n6s @t%f sPft(a E44l lur?? ' _ r 3t',l Blv'CtW gqrs. s€€ 8tfr,D&O6s pR pYfi6f luftTtou f RooK suqB / ts .8P,$, €urE/lo /ltrlD :fr6 4s sf{ottsU T7P/1AL p^tOAT/oN rcR AITS/X COtUnhV AI -W|A</OR fr,?mE f,,. .r 'i F,+/RPLN B4n, *y rt4 TtP, 3 P6 ; -'E;pg aEOCI Y 7tzrct?L 6g?E AAm VaLL &€lryFhr<E4€lnt ( laqn gaiJ t6'o.c. 5s/ loitz,gf,,?s €Ql/iuf sPpw &/V r/ilU o us Uo/ff// . So u f H A?,?re g€pn tt?U I ne. Qilrrqn0us EasT\- t{E(T. €RAD, g€nm h/Au f rre. €liln&ae ,lr?u 'qs srtborv-'- fo P'?ovtE PIER ral @u/tn/v. Dw6S Fo(%'4 .4oq1or Eocrst ,f€e, 81rtr,' ' Ex6cr Loc4rtoi, : t4 S V€Bft4L 8A,A I fxrtno.DvTD FT€. as Jlloutrv lzaR SU?8 t / Sefs con)n hv Fr6. Pl'2,lV {€c7/oN II ryP/c.?L ENot{,?LL O"75; 121: C,lumJy frq,ypAnOl "l I rcPs €lS=CO Y