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HomeMy WebLinkAbout06010084-Correspondence ..... ~"....' AMERICAN SUNSPACE AD DITIONS 30012 CR 10 WEST ELKHART, IN 46514 ._.~ 5 7 .j. . ~ 6 2 -.,1 9 8 9 57 -I . 2 6 .. . 0 ;; :t4 f1 A X FACSIMILE TRANSMITTAL SHEET ro, . Ct~ hli~ COMPANY: Ca..r PA%N""""" Yi'le. ~J:t.PI- l'l\O"" D"~, 1~VW-l(cur I~ TOT..u. NO. Oli PJl.GRS tNCLUOIN'C ~OVBR.: PHONti N"UMBltJt: SENDliR'S ~cB NUMBBR: RE, YOup.. A.an:R2Nca NUMBBAl OIJRGEHT O'OR REVIEW Cl PL!!ASll: COMM"NT Cl ~ PLEASE Rl!l'L Y Q PLEASE UCYCU NOTES/CoMWDn'.5: c~' lU. utIL ~iat+his.mY(l /rWtt. ~() [?a,ry f"Xi,leJY1 ~- Dt~ -mLS hdf7. wi :J1il Ml1I1 ~ qt;(~-h0V1S 0?L> ~hue' --In ~S \ .'1_.... (CLICK HERE -'\r'l'D TYPE RE'rTT '" RN. ~DDRES$) 18 38l1d 3~~dSNns NII~I~3W1I PP68P9;;PLS 8;;:51 988;;/9;;/18 Bl-26-EeB5 12: 36 BARR DESIGN GROUP 5745346555 PAGE: 1 ~\ ~.~.":b . I ..- . ,"~l"'~' .. "', .'.".,..' Barr Des~n Oroup,ll( 5Cl2 '- ~ Q. GesM.. IN 46S26 ToI:S7+S34053l r..c57~ ",~""b...1 '8.'''- Project: Stergios Nikidos 14534 Baldwin I.n. Carmel, IN 46032 Required Interior Footing: Span = 4'-6" Load Area == 6' 4.5 x 6 = 27 s.f. of loading at 40 psf live & 10 psf dead .. 27 x 50 = 1,350 #', ofload total Assume 2,500 psf soil bearing 12" dia. Post = 0.7854 s.f. x 2,500 = 1,963 #'8 Allowable l.oading 1,350 < 1,963 Required Perimeter Footing: Span == 4'-6" Load Area = 3' 4.5 x 3 = 13.5 s.f. ofloadlng at 40 psflive & 10 psf dead = 13.5 ~ SO = 675 #'s ofload total Assume 2,500 psf soil bearing 12" dia. Post = 0.7854 s.r. I. 2,500 = 1,963 #'s Allowable Loamng 675 < 1,963 questiOhS regarding this matter please feci free to give me a can. """If Sincer~~ _Jkl...~.~ !I'~ ,,'- 5TE . '% M Barr. '11f~ Douglas L. C'mmam " lOP '"" ~ \ Certifi u' ng official Indiana Professional IinBinccr #14305 i...1 1.:!OB j lie i CBO 541 ) ~ "J.'\ STATEOr ,','H,,~ /. .,....... ..#'..~ ;J / ~~~~/~I~~:':.W,:t :0,., "10~A~' ~.. . ml;lt'\l~~ 7." ~8 3~l;Id 30l;ldSNns ~OI~3Wl;l PP68P9~PLS 8~:SI 988~/9~/18