2721 WETMORE AVE MARQUEE APARTMENTS Plans 2024-06-18

I. • Page 7 of 8 •F301I039.Is•Program Version 3 0 RECTANGULAR SPREAD FOOTING ANALYSIS AND DESIGN I For Assumed 01941Pooelps Wer One Conaera le Par Assumptions.I.For uniWM acwnloON(elver a w ry)lw maxnam gess esu plessoe Is alwals0 as follows: 8011)x1.2 to Unlade w WAIN EpnMge*v fm so.•US:P(m.x)pmx•(t Psyt6•L)'(1•8•ABS(ao4L)and Plminpmas•(L Pxy(B'L)•(1!1SBSIawL).for as 01/6.P JJ Herne gSeNed tor ry a.%:Plmx)Yoss.t t PoY(L•61'(t•6•ABSIs0Y0)eW P(min Pmao(ew•((0 t Pa 9(1..318/2A80(oI)(end P((Eprw.s•0 Numb=: I yu:ala:I I Hinter I .0.l:IP0.wmmetronol verb.mod endxwelpbb=esgbd mi..,vd0 mad(Ps)•(soo 01.1011*100 tor .Non 1,,100.106 (2'S PxYIL'9'I9I2A83(oYBl and P(mAgrxa=0 wgphl s axes qer 0000•wehvw(0). {Spilt Defy •g 2.Conn.o(51 blunt Pzy(o Lias(both ex and caviare permitted wIm mint when NII comxl(1D0%005(.o)On Ma looting pneodelE mainla:n.n P(max)NOss•(t P0Y(B•L)•(1.0A6S((60.1. .61010YB)and P(mn)goss•(t PeSIEPI)31.0 A&R(aYl-0•ABSIeyYB) Al,,.Nal Soil Pressor*.Pomo,• .0000 on O "...in-rim,. when--cavnounp dela evxnohS Hsu p es Idbws:6'AB9lnxyl•S'AB OT()t•1.0 Design kr plma•Gwl r.V? w O z 'Ne 3.Maxmdn net soilmeasure lacgcw•rd as follows:Nen.W.Plm.apross(DvT)'y a.0 SOY Unit Wlrghld• 0120 ra © 0 a_cJ-].{i !E_e_ O0,100 mssVas x appm.ionto.and hwRmlel bads x tomes cawing oxnum00 Hoo110er,upI11load(Paa Nis considered esa Mrmrusay against Pooling MYywhenMalsaene1000: Passel.Pressure Coeecb Nig. 3.000 resultant evwnnxirynme deaden aloereulwp.combmsuon or llkxnel resistance between bobnp base xdsoil es we es xas vo su possum agnlnsl bol nig Woe and plsrdusM to,tod Coefficient of Rase Fhd 'OA00 awing wvslmx (:ansae lM l W ph W• 0.150 N lm'1 ng S.Pro0H.MOH.Untwm lot bell surcharge(0)n xlMtlon d sou Wmp pessax.she N...ee to fol ovv*Mtn lwn:p nun eras(1.•B).moons,lw bap vwq:apa(0)is rot mew.In one • Conc.Comatoseve Strength.Co= 5 0 mba ly Nxxs Renbrc lgnto Srxpt ty• 1 - --� T 6 dlvweY H.lwoweY a6ear xp.7Clroxarepaaed anlWl.Nlpm pxgn nsl Wannq pxWe P(nell•eM.Plma)dt a Poiret).as sebtad by suer. Applicable ACI Coda• 31605 w --------- T.FOodp r000 000,np 0.bottom laces Lased on M unlbml design 0 0 W.N 0 pteasulo%Iwo•either P(moNnal or Palnel)0 selected by user Footing MGuel minbniy br dm lea. 000 Lwd Fact hxcwweb.LF• 1S _ boeWm:rctl only whoa Mare re anappbdmhxm uY:1.0(Pa.0).ends eased on be.np M1nm o.,s000111 m owe any sail.,,nine bed.ohatg50).010. 0 Fuaol br Fleaue 0110 Teml011 6 090 OI L O I • 8.Mn:lnum leinpsrtlure reinforcing s dMam:lwe a baows.Asllem;)•alampl'12'T(all einlorgrp pNatl n Wham Isco Amyl for nn coh:mn end wdlh sol ewer(D a 0) e Factor la Comp.end Bearing• 083 I Aa(Nmml• 0O(.0.'12'T IIVnIa00150 ktl,pwlly between lopl0atom*castle,.Poll with column 001 wYamaM cow(Dan) vFecla to Shear 0.ri when:Me snort br0•ID or SO No.Memo).00015br0•80 del endo(bmp)•00018'BWly tor 0 a 50 kat F..,Plan Foollny Elevation 9.For recbrpuar tmotlnpa the hawel eidalxp(par boll su mlp n Me•Ion direction Is calculated by:ASOMOttl•gshd0.12'CY0/(B'1).when 8=Wool Long.,to SMnSMe. COLUMN FOOTING DATA - 8041.DATA RESULTS COLUMN Ca.1:Ma(mrm Load Condition Como Como 0 a.YmumLoad Con.. , F01nsmons 9ese oimena0n/ a BURCNAROE B.Vn>LPreaaav GOWNCNANS SMV 0.20000 Checks LOCATION AxW I Otis 9h. Moment Mom. 0.001at 51.0 Shear he mM Moment ar Lenge, WOO, h..hM Length With Thickness s DOOM 90,05 ore* IN,. FS F.B. F.S. F.S. FS. OW Way Ons Bab,,no,.-Way two-Wey BabFeFooling�Mtald19 T..Fax Pe Ms Na Nd My Ft Fd Hy M. My Lx Loy h L B T 0 0 (pwat (cot) ow...0xrbrtp 01.5 BIWNg 00011 VWI0,0 0004 NAV. Xd1m90n V.pls0ip0 549x0an Y.*Man 010 IswI Axa. Pa9N NA. 1.1 L.- ...- 090 O.11. 0000 01%10 22000 3].1100 . •=' 1.. x.aa r.•. •� rwL.w• Xelaun r••... w.ax n•. .ao Ie. ..,n ar w AI -14000... 000 1300 2806.00 Opp 0.00000 0900 00W 2588 2409 071 - - 10.21 - I 0.59 091 _NNW_ _1001 23-111 14311 33-n1 0000 33-93 0.000 23- • • - • • • • • • I 1 1 I 1 of, 10'16/1019 122 PM