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Axial Engineering Group, Inc. <br />D 7251 Owensmouth Avenue <br />0> Suite 4 <br />818.902.0200 <br />/ f: 818.902.0232 <br />I email: info@aeq-inc.net <br />:Generibl Footing c u.: i , 'il r <br />Title : CATALINA Job#212-013 <br />Engineer: LQ <br />Project Desc.: PROPOSED NEW OFFICE BUILDING <br />Printed: 25 OCT 2012, 1:46PM <br />37*VA ··p·...Jb....: 2-·.1: .-: 0-. -: V .- /'t· 2,2 ,,IN,·j '.h· Fil* x*2012-PROJECrS\212-013 .Catalina\Gal#gatalma.* >J..-9-,· 9:..1.. ·.-I'-'..---.3/'.- P rt,·-:.. 1/. 490 /»ENE®XLC, IND.'1983-2012,Buil.06:12.926,'Ver:6.129. <br />Description :Main Pad #3 <br />©aMy tti•K UNC <br />7 Coile,Referelicds <br />Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 <br />Load Combinations Used : 2009 IBC & ASCE 7-05 <br />AGene?*1.Inforfnation . <br />Material Properties <br />fc : Concrete 28 day strength = <br />fy : Rebar Yield = <br />Ec : Concrete Elastic Modulus = <br />Concrete Density = <br />9 Values Flexure = <br />Shear - <br />Analysis Settings <br />Min Steel % Bending Reinf. = <br />Min Allow % Temp Reinf. = <br />Min. Overtuming Safety Factor = <br />Min. Sliding Safety Factor = <br />Add Ftg Wt for Soil Pressure <br />Use ftg wt for stability, moments & shears <br />Add Pedestal Wt for Soil Pressure : <br />Use Pedestal wt for stability, mom & shear <br />Soil Design Values <br />3.0 ksi Allowable Soil Bearing = 2.0 ksf <br />60.0 ksi Increase Bearing By Footing Weight =No <br />3,122.0 ksi Soil Passive Resistance (for Sliding) =250.0 pcf <br />145.0 pcf Soil/Concrete Friction Coeff. = 0.30 <br />0.90 <br />0.850 Increases based on footing Depth <br />Footing base depth below soil surface =1.50 ft <br />0.00140 Allowable pressure increase per foot of deptl=0.250 ksf <br />0.00180 when footing base is below = 1.50 ft <br />1.50 : 1 <br />1.50 : 1 Increases bahed on footing plan dimension <br />Yes Allowable pressure increase per foot of depl = ksf <br />Yes when maximum length or width is greater# R <br />No <br />t- Dimensions <br />Width parallel to X-X Axis <br />Length parallel to Z-Z Axis <br />Footing Thicknes <br />1 . <br />= 4.0 ft <br />= 4.0 ft <br />18.0 in · <br />Z <br />' I.>21 <br />t' I'02; 1: ' 254 14 974 3 3.3 - fi <br />·1 ·:1,1.,.i.:fR?5. <br />r... <br />Pedestal dimensions..., . <br />px :parallel to X-XAxis = in 1 <br />pz :parallel to Z-ZAxis in :4 - " - --1.... . 02.9,. NUMEN L <br />Height in <br />Rebar Centerline to Edge of Concrete..'1 7.. » „ ;55 -t..·Mi i. (Dat Bottom of footing =3.0 in .11, -1 <br />- <br />U) <br />Rem?Blcing - 1 4'4)" 62. <br />Bars parallel to X-XAxis " <br />Number of Bars - 6.0 <br />Reinforcing Bar Size =#5 <br />Bars parallel to Z-Z Axis <br />Number of Bars = 6.0 1--IMilliN.''i'::.<9· .·...i-_. - :.ti·2..:p.: .....1:LI®=Illili Fl i -tt lf. 1:.i· 1 :.t:TAF' e U ]IUM,111' L :'U®11 i. 3, .. -1 - = "4- 9 .,=11111111= " ''-,i•.. .r. ··,trii•···:71·; ··.tal- IlllIlll__ 111 <br />Reinforcing Bar Siz¢ =#5 11]J]@21!11111:t-.- :.-· .0.- '"I*'- ' '22111111113@ 1- 1111111 ....2....,- ..1?..,{.2614, f.-,i·'.2.-1 =2- 11111111 lili1ll®[lr -. r:f.·.-...t '-4 . M..4|--1|@E16 111, IE:*<·,r:,?·'..f .,....·:'6- : 1:.a·..'90.-311]11111*1 16--=I FJII' --· '·'·L"···. '·· K·'- '%··,r..··:·'F:. ......4 'Illl111 liliBandwidth Distribution Check (ACI 15.4.4.2)t-I --· fi, =3 Iiiitiglmtit*wlguu##111Ullig1!1%#lmmff mlllIEimillil -mIRI z I" Il - i,IlllII--:.30!404*/WI:Jim#11111;QmIllUllglllII 'I --liu III <br />Direction Requiring Closer Separation n/a <br /># Bars required within zone n/a <br /># Bars required on each side of zone n/a <br />*0*jig;i- Loads=- -" - -- -- -- - = - - - -1 <br />D Lr .L S.WEH <br />P : Column Load = 11.0 7.0 k <br />OB : Overburden = . ksf <br />M-xx = k.ft <br />M-Zz = k-ft <br />0.30 0.30 1.0 k <br />V-Z k