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Home My WebLink AboutX2020-0284 - CalcsXZo2o-o284Wo SITE RETAINING WALL CALCULATIONS FOR Grimm Residences 1610 Bayfront Newport Beach, California nEVELOPMENT DEPARTMENT r.,',,..._ _. 1APROVE IF NECESSARY TO -� ,Cq.7S, RUCTION, o� iCIFs OF THE CITY OF1FNP pi 1,.,p ITTEES ACKNOWLEOGE� �N� ---(SIGNATURE) rIrf T f_ - p �IARTMENT__ 11iw— Prepared By: Teal Engineering, Inc. 139 Avenida Navarro San Clemente, CA 92672 Tel: (949) 492-8586 Fax: (949) 498-8625 Job No. 15512 BUILDING DIVISION FEB 1 3 2020 W. S.E.C. Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page: 1 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492.8586 3' Retaining Wall This Wall in File: n:\1 walls\15512.rpx RetainPro c 1987-2019, eund 11.19.11.12 License: KW -06057107 License To: TOAL ENGINEERING Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 Criteria Soil Data Retained Height = 3.00 ft Allow Soil Bearing = 1500.0 psf Equivalent Fluid Pressure Method Wall height above soil = 5.00 ft Active Heel Pressure 70.0 psf/ft Slope Behind Wall = 0.00 Height of Soil over Toe = 12.00 in _ Passive Pressure - 250.0 psf/ft Water height over heel = 0.0 ft Soil Density, Heel = 120.00 pcf x. Soil Density, Toe = 0.00 pcf FootingIlSoil Friction = 0.350 Soil height to ignore for passive pressure = 12.00 in Surcharge LoadsLateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs 0.00 ft Used To Resist Sliding & Overturning ...Height to Tor = 0.00 ft Footing Width 0.00 in Surcharge Over Toe = 0.0 psi ...Height to Bottom = 0.00 ft Eccentricity - Used for Sliding & Overturning Load Type = Wind (W) Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem (Service Level) Footing Type Line Load Base Above/Below Soil = 0.0 ft Axial Dead Load = 0.0 lbs Wind on Exposed Stem = 20.0 psi at Back of Wall Axial Live Load = 0.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary Stem Construction 2nd Bottom Stem OK Design Height Above Ftg ft= 3.00 0.00 Wall Stability Ratios Wall Material Above "Ht" = Fence Masonry Overturning = 2.24 OK Design Method = ASD Sliding = 1.51 OK Thickness = 8.00 Rebar Size = # 4 Total Bearing Load = 1,779 lbs Rebar Spacing = 16.00 ...resultant ecc. = 9.36 in Rebar Placed at = Edge Design Data Soil Pressure@Toe = 1,223 psf OK fb/FB+fa/Fa = 0.724 Soil Pressure @ Heel = 0 psf OK Total Force @ Section Allowable = 1,500 psf Service Level lbs = 100.0 415.0 Soil Pressure Less Than Allowable Level lbs = Strength gth Lctual ACI Factored @ Toe = 1,712 psi Moment ACI Factored @ Heel = 0 psf Service Level ft-# = 250.0 865.0 Footing Shear @Toe = 0.0 psi OK Strength Level ft-ik = Footing Shear @ Heel = 14.5 psi OK Moment..... Allowable ft-#= 1,193.2 Allowable = 75.0 psi Sliding Calcis Shear..... Actual Lateral Sliding Force = 660.0 lbs Service Level psi = 4.5 less 100% Passive Force = - 375.0 lbs Strength Level psi = less 100% Friction Force = - 622.7 lbs Shear..... Allowable = 45.1 Added Force Req'd = 0.0 lbs OK Anet (Masonry) int = 91.50 ....for 1.5 Stability = 0.0 lbs OK Rebar Depth 'd' in = 5.25 Masonry Data I'm psi= 1,500 Fs psi = 20,000 Vertical component of active lateral soil pressure IS Solid Grouting = Yes NOT considered in the calculation of soil bearing Modular Ration' = 21.48 Wall Weight psf = 78.0 Load Factors Short Term Factor = 1.000 Building Code CBC 2019,ACI Equiv. Solid Thick. = 7.60 Dead Load 1.200 Masonry Block Type = Medium Weight Live Load 1.600 Masonry Design Method = ASD Earth, H 1.600 Concrete Data Wind, W 1.000 fc psi= Seismic, E 1.000 Fy psi= Toa] Engineering, Inc. 139 Avenida Navarro San Clemente, CA 92672 Tel: (949) 492-8586 This Wall in File: n:\155xx\1 Project Name/Number : 15512 Title 15512 Page : 2 Dsgnr: AMS Date: 27 JAN 2020 Description.... T Retaining Wall RBtalOPro lea/-LUItl, eunan.�aai.Ia Retains : KWW-06057107 Cantilevered RetainingWall Code: CBC 2019,ACI318-14,TMS 402-16 Footing Data Min footing T&S reinf Area 0.91 in2 Toe Width = 0.00 it Heel Width = 3.50 Total Footing Width = 3.50 Footing Thickness = 12.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 it fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm: 3.00 in Results Toe Hee Factored Pressure = 1,712 0 psf Mu': Upward = 0 0 ft-# Mu': Downward = 0 2,746 ft-# Mu: Design = 0 2,746 ft-# Actual 1 -Way Shear = 0.00 14.45 psi Allow 1 -Way Shear = 40.00 40.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Footing Torsion, Tu = 0.00 ft -lbs Footing Allow. Torsion, phi Tu = 0.00 ft -lbs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: Not req'd: Mu < phi*5'lambda*sgrt(fc)*Sm Heel: Not req'd: Mu < phi*5*lambda'sgrt(fc)*Sm Key: No key defined Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Min footing T&S reinf Area 0.91 in2 Min footing T&S reinf Area per foot 0.26 in2 A If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in Summa of Overturning & Resisting Forces & Moments OVERTURNING ..........RESISTING..... ..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# HL Act Pres (ab water tbl) 560.0 1.33 746.7 Soil Over HL (ab. water tbl) 1,020.0 2.08 2,125.0 HL Act Pres (be water tbl) Soil Over HL (bel. water tbl) 2.08 2,125.0 Watre Table Hydrostatic Force Buoyant Force = Sloped Soil Over Heel = Surcharge over Heel = Surcharge Over Heel = Adjacent Footing Load = Surcharge Over Toe = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = ' Axial Live Load on Stem = Load @ Stem Above Soil = 100.0 6.50 650.0 Soil Over Toe = _ Surcharge Over Toe = Stem Weight(s) = 234.0 0.33 78.0 Earth @ Stem Transitions= Total = 660.0 O.T.M. = 1,396.7 Footing Weighl = 525.0 1.75 918.8 Key Weight = 2.50 Resisting/Overturning Ratio = 2.24 Vert. Component = Vertical Loads used for Soil Pressure = 1,779.0 lbs Total = 1,779.0 lbs R.M = 3,121.8 ' Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Toal Engineering, Inc. 139 Avenida Navarro San Clemente, CA 92672 Tel: (949) 492-8586 This Wall in File: n:\155xx\15512\misc\retaining walls\1 Project Name/Number : 15512 Title 15512 Dsgnr: AMS Description.... T Retaining Wall Cantilevered Retaining Wall Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Deb @ Top of Wall (approximate only) 0.078 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe because the wall would then tend to rotate into the retained soil Page : 3 Date: 27 JAN 2020 Code: CBC 2019,ACI 318-14,TMS 402-16 Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page : 4 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492.8586 T Retaining Wall This Wall in File: n:\155xx\15512\misc\retaining walls\15512.rpx RetainPro c 1987-2019, ui 11.19.11.12 License: KW -06057107 Cantilevered Retaining Wall Code: C13C 2019,ACI 318-14,TMS 402-16 Fence 8" wlk4@16". Solid GrOUt Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page : 5 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492-8586 3' Retaining Wall This Wall in File: n1155nx l 20.00psf (Service -Level) Pp= 375M#Z Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 660# N d I` - N . Hydrostatic Force N � . Lateral earth pressure due to the soil BELOW water table Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page : 6 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492-8586 T Retaining Wall This Wall in File: walls\1551 rte: Liceensense: Kw -0e057107 _ Cantilevered Retaining Wall code: c13c 2019,Aa 318-14,TMS 402-16 Wall Concrete M Masonry. Designer to determine bar cutoff locations 50.0 lbs - 150.0 lbs 250.0 lbs r 350.0 lbs 450.0 lbs 0.O lbs 100.0lbs 200.0 lbs : 300.0 lbs 400.0lbs 0 ft 3.00 i Project Name/Number : 15512 Page : 7 Title 15512 Date: 27 JAN 2020 Toal Engineering, Inc. Dsgnr: AMS 139 Avenida Navarro Description.... San Clemente, CA 92672 T Retaining Wall Tel: (949) 492.8586 This Wall in File: n:\155)oM 5512\mist\retainin9 walls\15512.rpx etainPro c 98 -2 1 , u,Id 1. 9.1 .12 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License: KW -06057107 ..,x,cvone r_ Nall Concrete asonry Masonry Allowable Moment Line Concrete M Designer to determine bar cutoff locations 1,170.0 ft -1k ft-# 650.0 ft-# 130.0 ft -0k3 ft -1k 780.0 ft-# 910.0 1,040.0 ft-tk 0.0 ft-# 260.0 ft-# 520.0 ft -9 .0 0 I Mu=8 50 MnPhi = 1193.21t Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page: 1 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492.8586 8' Wall This Wall in File: n:\155xx\1551 etainPro c 1987- 019, Build 11.19.11:12 License: KW -06057107 Cantilevered Retaining Wall Code: CBC 201 9ACI 318-14,TMS 402-16 Criteria Retained Height = 2.00 ft Wall height above soil = 6.00 ft Slope Behind Wall = 0.00 Height of Soil over Toe = 12.00 in Water height over heel = 0.0 ft Surcharge Loads Surcharge Over Heel - 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Wall Stability Ratios Overturning = 3.64 OK Sliding = 3.61 OK Total Bearing Load = 2,024 lbs ...resultant ecc. = 9.92 in Equivalent Fluid Pres Active Heel Pressure Passive Pressure Soil Density, Heel Soil Density, Toe FootingIlSoil Friction Soil height to ignore for passive pressure = 1,500.0 psf Method = 40.0 psf/ft 250.0 psf/ft = 120.00 pcf = 0.00 pcf = 0.350 = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.001 Load Type = Wind (W) ACI Factored @ Heel = (Service Level) Soil Pressure @ Toe = 1,150 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,610 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 13.0 psi OK Allowable = 75.0 psi Sliding Calcs fb/FB+fa/Fa Lateral Sliding Force = 300.0 lbs less 100% Passive Force = - 375.0 lbs less 100% Friction Force = - 708.4 Ibis Added Force Req'd = 0.0 lbs OK ....for 1.5 Stability = 0.0 lbs OK Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors 0.00 ft Building Code CBC 2019,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Wind on Exposed Stem = 20.0 psf (Service Level) Stem Construction 0.00 ft Design Height Above Ftg ft= Wall Material Above "Ht" _ Design Method = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at _ Design Data 1.000 fb/FB+fa/Fa = Total Force @ Section Masonry Block Type Service Level lbs = Strength Level lbs = Moment. -Actual Concrete Data Service Level ft-#= Strength Level ft-#= Moment..... Allowable = Shear..... Actual Service Level psi = Strength Level psi = Shear..... Allowable psi = Anet(Masonry) int= Rebar Depth'd' in= Masonry Data Bottom _-' Pr °q q: Footing Load Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil = 0.0 ft at Back of Wall 21.48 Poisson's Ratio = 0.300 Stem OK 0.00 Masonry ASD ASD 8.00 # 4 16.00 Edge 0.547 200.0 653.3 1,193.2 2.2 45.6 91.50 5.25 I'm psi= 1,500 Fs psi = 20,000 Solid Grouting = Yes Modular Ratio'n' = 21.48 Wall Weight psf = 78.0 Short Term Factor = 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi= Fy psi = Toal Engineering, Inc. 139 Avenida Navarro San Clemente, CA 92672 Tel: (949) 492-8586 This Wall in File: n:\1 walls\1 Footing Data Min footing T&S reinf Area 1.04 in2 Toe Width = 0.00 it Heel Width = 4.00 Total Footing Width If one layer of horizontal bars: If two layers of horizontal bars: Footing Thickness = 12.00 in Key Width = 12.00m Key Depth = 0.00 in Key Distance from Toe = 2.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm: 3.00 in Project Name/Number : 15512 Title 15512 Page: 2 Dsgnr: AMS Date: 27 JAN 2020 Description.... 8' Wall Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 Results Factored Pressure = 1,610 0 psf Mu': Upward = 0 0 ft-# Mu': Downward = 0 2,860 ft-# Mu: Design = 0 2,860 ft-# Actual 1 -Way Shear = 0.00 13.00 psi Allow 1 -Way Shear = 40.00 40.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Footing Torsion, Tu = 0.00 ft -lbs Footing Allow. Torsion, phi Tu = 0.00 ft -lbs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: Not req'd: Mu < phi*5*lambda*sgrt(fc)*Sm Heel: Not req'd: Mu < phi*5*lambda*sgrt(fc)*Sm Key: No key defined Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Min footing T&S reinf Area 1.04 in2 Min footing T&S reinf Area per foot 0.26 in2 eft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# HL Act Pres (ab water tbl) 180.0 1.00 180.0 Soil Over HL (ab. water tbl) 800.0 2.33 1,866.7 HL Act Pres (be water tbl) Soil Over HL (bel. water tbl) 2.33 1,866.7 Hydrostatic Force Watre Table Buoyant Force = Sloped Soil Over Heel = Surcharge over Heel = Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = * Axial Live Load on Stem = Load @ Stem Above Soil = 120.0 6.00 720.0 Soil Over Toe = = Surcharge Over Toe = Stem Weight(s) = 624.0 0.33 208.0 Earth @ Stem Transitions= Total = 300.0 O.T.M. = 900.0 Footing Weighl = 600.0 2.00 1,200.0 Key Weight = 2.50 Resisting/Overturning Ratio = 3.64 Vert. Component = Vertical Loads used for Soil Pressure = 2,024.0 lbs Total = 2,024.0 lbs R.MP 3,274.7 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page: 3 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492-8586 8' Wall This Wall in File: n:\155xx11551 Cantilevered Retaining Wall Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal DO @ Top of Wall (approximate only) 0.064 in The above calculation is not valid if the heel soil bearing oressure exceeds that of the toe. because the wall would then tend to rotate into the retained soil. Code: CBC 2019,ACI 318-14,TMS 402-16 Project Name/Number : 15512 Toal Engineering, Inc. Ti6e 15512 Page : 4 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492.8586 8' Wall This Wall in File: walls\1 meiainrro tct inw-tu ia, omia ri.wa 1. is License_ &0605710 Cantilevered Retaining Wall Code: CBC 2019 ACI 318-14,TMS 402-16 8"w/#4@1T' Solid Grout I' 6,_0;• 7-01' Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page : 5 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492.8586 Mall This Wall in File: n:\155n\15512\misc\retaining walls\15512.rpx etainPro c 1 -2019, Build 11.19.11.12 License: KW -06057107 Cantilevered Retaining Wall Code: CBC 2019 ACI 318-14,TMS 402-16 20.00psf (Service -Level) Pp= 375 00#Z 300# N fl 03 O .o Hydrostatic Force N . Lateral earth pressure due tothe soil BELOW water table: Project Name/Number : 15512 Page . 6 Title 15512 Date: 27 JAN 2020 Toal Engineering, Inc. Dsgnr: AMS 139 Avenida Navarro Description.... San Clemente, CA 92672 8' Wall Tel: (949) 492.8586 This Wall in File: nA155xx\15512\misc\retaining walls\15512.rpx etainPro c 1987- � I - . Buil 1 . 9. 1.1 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 Project Name/Number : 15512 Toal Engineering, Inc. Title 15512 Page : 7 Dsgnr: AMS Date: 27 JAN 2020 139 Avenida Navarro San Clemente, CA 92672 Description.... 8' Wall Tel: (949) 492-8586 This Wall in File: nAl55xx\15512\misc\retaining walls\15512.rpx RetainPro is -z 19, Build 1 V9.11.12 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License: KW -06057107,._...___..._ Wall Concrete Masonry Allowable Moment Line Concrete Masonry " Designer to determine bar cutoff locations 130.0 ft-# - # 390.0 it-# .650.0 ft-# 910.0 ft-# 1,170.0 ft-#- .0 O.0 it-# 260.0 ft -1t 520.0 ft-# 780.0 ft-# 1,040.0 ft-# ,, .00 ... .. .... . 3U MnPhi =. 1 193.2ft r SITE RETAINING WALL CALCULATIONS FOR Grimm Residences 1604 & 1610 Bayfront Newport Beach, California February 6, 2020 QRpFESS/ 0 R/� LY� No. 57587 \yre CIVIL 6P�rn� �F R.C.E. 57587 DATE: %r /` �p R BUILDING DIVISION MAR 3_J20 BY: CHO Prepared By: Toal Engineering, Inc. 139 Avenida Navarro San Clemente, CA 92672 Tel: (949) 492-8586 Fax: (949) 498-8625 Job No. 15512 Project NamelNumber : 15512 Page: 2 Title 15512 Date: 27 JAN 2020 Toad Engineering, Inc. Dsgnr: AMS 139 Avenida Navarro Description.... San Clemente, CA 92672 3' Retaining Wall Tel: (949) 492-8586 This Wall in File: nA155xx\15512\miscVetaining walls\15512.rpx etainPro (c) _0 9, ui d 11.19.11. 2 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 .ease w - ,...--,--••--- ----- Design Results Footing Data ft Footing 400.0 Toe Width = = 0.00 ft- 2.00 Iu Factored Pressure 1,980 psi Heel Width Total Footing Width = 2.00 - 0 Mull: Upward - 0 600 ft-# Footing Thickness = 12.00 in Mu' Downward : - Mu: Design = 0 600 ft_# Key Width = = 12.00 in 0.00 in Actual 1 -Way Shear = 1.21 6.00 psi Allow 1 -Way Shear = 40.00 40.00 psi Key Depth Key Distance from Toe = 2.00 it Toe Reinforcing = None Spec'd f = 2,500 psi Fy = psi 60,000 p Heel Reinforcing = None Spedd Key Reinforcing = None Spedd Footing Concrete Density _ 150.00 psi Footing Torsion, Tu = 0.00 ft -lbs Min. As % = Cover Top 2.00 0.0018 Btm = 3.00 in Footing Allow. Torsion, phi Tu = 0.00 ft -lbs if torsion exceeds allowable, provide supplemental design for footing torsion. Soil Over Toe = Other Acceptable Sizes & Spacings Surcharge Over Toe = Toe: Not req'd: Mu < phi-51ambda'sgrt(fc)'Sm 0.33 78.0 Heel: Not req'd: Mu < phi'5'lambdesgrt(fc)'Sm 234.0 Key: No key defined Earth @ Stem Transitions= Min footing T&S reinf Area 0.52 int Min footing T&S reinf Area per foot 0.26 in2 fit 300.0 Footing Weight = If one layer of horizontal bars: If two layers of horizontal bars: 1.00 250 #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 In #6@ 40.74 in Item HL Act Pres (ab water tbl) HL Act Pres (be water tbl) Hydrostatic Force Buoyant Force = Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Total Force oisrance mvn,=„• lbs ft ft-# 428.8 1.17 500.2 428.8 O.T.M. = 500.2 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = Key Weight = 1.82 Vert. Component =911.3 934.0 Itis Total = 934.0 lbs R.M: resistanload ce, but is for sd in ol pressdisure calculatior on. for overturning +rtical component of active lateral soil pressure IS NOT considered in calculation of Sliding Resistance. cal component of active lateral soil pressure IS NOT considered in dculation of Overturning Resistance. Force ��Distence Moment lbs ft Soil Over HL (ab. water tbl) 400.0 1.33 533.3 Soil Over HL (bel. water tbl) 1.33 533.3 Weirs Table Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = ' Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = 0.33 78.0 Stem Weight(s) = 234.0 Earth @ Stem Transitions= 300.0 Footing Weight = 300.0 1.00 250 Key Weight = 1.82 Vert. Component =911.3 934.0 Itis Total = 934.0 lbs R.M: resistanload ce, but is for sd in ol pressdisure calculatior on. for overturning +rtical component of active lateral soil pressure IS NOT considered in calculation of Sliding Resistance. cal component of active lateral soil pressure IS NOT considered in dculation of Overturning Resistance. Project Name/Number: 16612 Page . 3 Title 15512 Date: 27 JAN 2020 Toal Engineering, Inc. Dsgnr: AMS 139 Avenida Navarro Description.... San Clemente, CA 92672 3- Retaining Wall Tel: (949) 492-8686 This Wall in File: n:\155xx\15512\m1sc\retaining walls\15512.rpx etamPro (c)7 _20_, ulld .1.1. Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 on om Deflection at Too of d"tall dne to settlement of serif (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Dell @ Top of Wall (approximate only) 0.059 in not v lid if the heel soil bearing press_ d •that of the toe because thew 11 Mold then tend to rotate into the retained soil Project Name/Number : 15512 Toal Engineering, Inc. Title 16512 Page: 4 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492.8686 3- Retaining Wall This Wall in File: n:\155xx\15512\misc\retaining walls\15512.rpx etain ro(c) 9 -2019, Build 11.19.11.12 Lica... KW -05057107 Cantilevered Retaining Wall Code: CBC 2019 ACI 318-14,TMS 402-16 VJ/ �4@ 16' Solid Grout Toal Engineering, Inc. 139 Avenida Navarro San Clemente, CA 92672 Tel: (949) 492-8686 This Wall in Pile: n:\155xx\1551 Project Name/Number: 15512 Title 15512 Dsgnr: AMS Description.... 3' Retaining Wall Page: 5 Date: 27 JAN 2020 RetainPro(c) 9 - e aid 11.19.11. License: KW-0WS7107 Cantilevered Retaining Wall Code: CBC 2019,AC1318-14,TMS 402-16 Pp= 375.004 N a N rJ c1 4294 ® Hvdrostatic Force Latera! earth pressure due to the soil BELOW water table Page Date: 27 JAI` RetainPro (c(1987-2019, Build` 1.19.11.12 License: KW -06057107________ Cantilevered Retairmmmm7 ung Wall Code: CBC 2019,ACI 318-14,TM: Project !`ft-m---viiiiii amelNumber: 16612 Toal Engineering, Inc. Title - - X512 139 Avenida Navarro Dsgnr: A'Emmmmmmft�.MS San Clemente, CA 92672 Descriptifac�n.... Tel: (949) 492-8686 3' Retain ung Wall This Wall in File: nM55wt\15512\misc\retaininc walls\15512.mx Page Date: 27 JAI` RetainPro (c(1987-2019, Build` 1.19.11.12 License: KW -06057107________ Cantilevered Retairmmmm7 ung Wall Code: CBC 2019,ACI 318-14,TM: Project Name/Number : 16512 Toal Engineering, Inc. Title 15612 Page : 7 139 Avenida Navarro Dsgnr: AMS Date: 27 JAN 2020 San Clemente, CA 92672 Description.... Tel: (949) 492-8596 3' Retaining Wall This Wall in File: nM55xAI5512trnisctretalning wallMl 5512.rpx etainPro(c)7 87-2019, Build 11.19.11.12 License: KW -06057107 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16