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Report (28) 2upa0J -7 - 00 0 6 8 • Northwest Soil Stabilization Title 5'Foundation Wall Page: 1 Job#: Dsgnr: Slyh Date: 10 JAN 2018 C 1 10 3 J J w H c) f Description.... High Foundation Wall This Wall in File:\\server-pc\server folders100 bidding projects\bids current\bid_17-039_(2017-09-1 RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retaining Wall License To Robert Slyh Code: IBC 2015,ACI 318-14,ACI 530-13 T : Criteria Retained Height = 5.00 ft " Wall height above soil 0.00 ft _.._... __._.. Total Wall Height = 5.00 ft Top Support Height = 5.00 ft Slope Behind Wall = 0.00 Height of Soil over Toe = 0.00 in r-- _-sl • __ • Load Factors Building Code IBC 2015,ACI 318-14,ACI 530-13 Dead Load 1.200 COPY 1.200 Live Load 1.600 RFn Earth,H 1.600 Wind,W 1.000 Seismic,E s 2018 1.000 CITY FEBkF OF p/ TU gyp { ARD Soil Data ilLDIN( DIVISION Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method At-rest Heel Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density = 110.00 pcf Footingpoil Frictior = 0.400 Soil height to ignore for passive pressure = 0.00 in Surcharge Loads Surcharge Over Heel = 100.0 psf >>>Used To Resist Sliding&Overturning Surcharge Over Toe = 0.0 psf Used for Sliding&Overturning Axial Load Applied to Stem Axial Dead Load = 300.0 lbs ��REO PROFFS Axial Live Load = 500.0 lbs s Iry e f sio Axial Load Eccentricity = 0.0 in (. 11 z3 9 1:f ( 4 ( L. O:,an.N a 41,®199 _I''Is. FRT J s EXPIRES 06/30/18 s Northwest Soil Stabilization ' Title 5'Foundation Wall Page: 2 Job#: Dsgnr: Slyh Date: 10 JAN 2018 Description.... High Foundation Wall This Wall in File:\\server-pc\server folders\00_bidding projects bids currentlbid_17-039_(2017-09-1 Retain Pro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retainin Wall License To:Robert Slyh g Code: IBC 2015,ACI 318-14,ACI 530-13 Uniform Lateral Load Applied to Stem LateralLoad = 0.0 #/ft ...Height to Top = 0.00 ft ...Heightto Bottom = 0.00 ft Load Type = Wind(W) (strength Level) Wind on Exposed Stem = 0.0 psf Adjacent Footing Load Adjacent Footing Load = 0.0 lbs 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 at Back of Wall = 0.0 ft Poisson's Ratio = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load Fp/WP Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf 4".t.0 PROpFS G INEE. %.1. If"" 1, L 023 k 1 1 ,± 1 4, O• N n V FRT J 5 EXPIRES 06/30/18 -4` Northwest Soil Stabilization Title 5'Foundation Wall Page: 3 Job#: Dsgnr: Slyh Date: 10 JAN 2018 Description.... High Foundation Wall This Wall in File:\\server-pc\server folders100_bidding projects\bids current\bid_17-039_(2017-09-1 RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained RetainingWall License Code: IBC 2015,ACI 318-14,ACI 530-13 To:Robert Slyh Design Summary Total Bearing Load = 2,200 lbs ...resultant ecc. = 0.42 in Soil Pressure @ Toe = 880 psf OK Soil Pressure @ Heel = 880 psf OK Allowable = 2,000 psf Sliding Stability Ratio = 1.97 OK Soil Pressure Less Than Allowable Sliding Calcs ACI Factored @ Toe = 1,042 psf Lateral Sliding Force = 510.5 lbs ACI Factored @ Heel = 1,230 psf less 100%Passive Force = - 125.0 lbs less 100%Friction Force = - 880.0 lbs Footing Shear @ Toe = 2.5 psi OK Footing Shear @ Heel = Added Force Req'd = 0.0 lbs OK 8.8 psi OK ....for 1.5 Stability = 0.0 lbs OK Allowable = 75.0 psi Reaction at Top = 192.2 lbs Reaction at Bottom = 510.5 lbs Vertical component of active lateral soil pressure IS considered in the calculation of Sliding Resistance. Concrete Stem Construction Thickness = 6.00 in Wall Weight = 75.0 psf Fy = 60,000 psi fc = 3,000 psi Stem is FREE to rotate at top of footing Mmax Between @ Top Support Top&Base ©Base of Wall Stem OK Stem OK Stem OK Design Height Above Ftg = 5.00 ft 2.23 ft 0.00 ft Rebar Size = # 4 # 4 # 4 Rebar Spacing = 16.00 in 16.00 in 16.00 in Rebar Placed at = Center Center Center Rebar Depth 'd' = 3.00 in 3.00 in Design Data - - 3.00 in fb/FB+fa/Fa = 0.000 0.268 0.000 Mu....Actual = 0.0 ft-# 516.9 ft-# 0.0 ft-# Mn*Phi Allowable = 1,925.4 ft-# 1,925.4 ft-# 1,925.4 ft-# Shear Force @ this height = 310.0 lbs 509.1 lbs y D PRopFs Shear Actual = 8.61 psi GIN£ sa 14.14 psiF Shear Allowable = 82.16 psi 1,oz3 q 82,16 psic-L Other Acceptable Sizes&Spacings: Toe:#4 18.00 in 11 ' �� @ -or- Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm o N Heel:#4 @ 16.00 in -or- Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm C.44 �� '9'vr� Key: Not req'd:Mu<phi* -or- Not req'd:Mu<phi*5*lambda*sqrt(f FRT J 5 EXPIRES 06/30/18 ` Northwest Soil Stabilization ' JobTitlee #: 4 DsWallgnr: Siyh Date: 10Page JAN:2018 Dscript5ion.... High Foundation WFoundationall This Wall in File:\\server-pc\server folders projects\bids currentlbid_17-039_(2017-09-1 RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:Robert Siyh Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)*As: 0 in2/ft Min Stem T&S Reinf Area 0.720 in2 200bd/fy:200(12)(3)/60000: 0.12 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh:0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: Required Area: One layer of: Two layers of: rovided Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.4877 in2/ft #6@ 36.67 in #6@ 73.33 in Mmax Between Ends Vertical Reinforcing Horizontal Reinforcin As(based on applied moment): 0.0428 in2/ft g (4/3)*As: 0.0571 in2/ft Min Stem T&S Reinf Area 0.399 in2 200bd/fy:200(12)(3)/60000: 0.12 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh:0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: Required Area: One layer of: Two layers of: rovided Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.4877 in2/ft #6@ 36.67 in #6@ 73.33 in Base Support Vertical Reinforcing Horizontal Reinforcin As(based on applied moment): 0 in2/ft g (4/3)*As: 0 in2/ft Min Stem T&S Reinf Area 0.321 in2 200bd/fy:200(12)(3)/60000: 0.12 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh:0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: Required Area: One layer of: Two layers of: rovided Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Maximum Area: 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in 0.4877 in2/ft #6@ 36.67 in #6@ 73.33 in Footing Strengths&Dimensions Toe Width = 1.00 ft Heel Width = 1.50 Total Footing Widtt = 2.50 Footing Thickness = 12.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in ��REO PROFFS G INpF `rip t. . # 1,023 q 4 ANOq FRT J S EXPIRES 06/30/18 4 '" Northwest Soil Stabilization Title 5'Foundation Wall Page: 5 Job#: Dsgnr: Slyh Date: 10 JAN 2018 Description.... High Foundation Wall This Wall in File:\\server-pc\server folders\00_bidding projects\bids current\bid_17-039_(2017-09-1 RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:Robert Slyh Footing Design Results Tog Heel Factored Pressure = 1,042 1,230 psf Mu':Upward = 533 0 ft-# Mu':Downward = 90 500 ft-# Mu: Design = 443 500 ft-# Actual 1-Way Shear = 2.50 8.77 psi Allow 1-Way Shear = 75.00 75.00 psi Min footing T&S reinf Area 0.65 in2 Min footing T&S reinf Area per fc 0.26 in2 /ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #5@ 14.35 in #6@ 20.37 in Summary of Forces on Footing : Slab is NOT resisting sliding restraint,stem is PINNED at footing Forces acting on footing for overturning,sliding,&soil pressure Lateral Distance Moment Overturning Moments... lbs ft ft-# Stem Shear @ Top of Footing = -318.2 1.00 -318.2 Heel Active Pressure = -192.3 0.49 -93.6 Sliding Force = 510.5 Overturning Moment = -411.8 Footing Overturning Stability Ratio 1,650.00 Net Moment Used For Soil Pressure Calculations -76.2 ft-# Net Mom.at Stem/Ftg Interface= -76.2 ft-# Mow.Mom.@ Stem/Ftg Interface= 1,203.4ft-# Allow.Mom.Exceeds Applied Mom.? Yes • Lativalcal Distance Moment Resisting Moments... lbs lbs ft ft-# Surcharge Over Heel = 100.0 2.00 200.0 Adjacent Footing Load = Axial Dead Load on Stem = 800.0 1.25 1,000.0 Soil Over Toe = Stem Weight = 375.0 4.00 PRo Surcharge Over Toe = e,N a so 1.25 468.8 F9, s Soil Over Heel = 550.0 2.00 1,100.0 �' , 1_3.`oz3 ? }_ Footing Weight = - 375.0 1.25 469.3 ..1 , \ .44111 AIN nTotal Vertical Force = o '" +'' _14"2,200.0 lbs s FRT J• 5 Resisting Moment = 3,238.0 EXPIRES 06/30/18 Northwest Soil Stabilization Title 5'Foundation Wall Page: 6 Job#: Dsgnr: Slyh Date: 10 JAN 2018 Description.... High Foundation Wall This Wall in File:\\server-pc\server folders\00_bidding projects\bids current\bid_17-039_(2017-09-1 RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:Robert Slyh Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. ,oto PR0, G IN �� � f si 1,p� $ 9 L O N 4a s 49 `' J EXPIRES 06/30/18 Northwest Soil Stabilization Title 5'Foundation Wall Page: 7 Job#: Dsgnr: Slyh Date: 10 JAN 2018 Description.... High Foundation Wall This Wall in File:\\server-pc\server folders\00_bidding projects\bids current\bid_17-039_(2017-09-1 RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:Robert Slyh Rebar Lap& Embedment Lengths Information Stem Design Segment Near Top Support Stem Design Height: 5.00 ft above top of footing Lap Splice length for#4 bar specified in this stem design segment= 17.09 in Lap Splice length for#4 bar extending up into this stem design segment from below= 17.09 in Development length for#4 bar specified in this stem design segment= 13.15 in Development length for#4 bar extending up into this stem design segment from below= 13.15 in Stem Design Segment at Mmax Between Ends Stem Design Height: 2.23 ft above top of footing Lap Splice length for#4 bar extending down into this stem design segment from above= 17.09 in Lap Splice length for#4 bar specified in this stem design segment= 17.09 in Lap Splice length for#4 bar extending up into this stem design segment from below= 17.09 in Development length for#4 bar extending down into this stem design segment from above= 13.15 in Development length for#4 bar specified in this stem design segment= 13.15 in Development length for#4 bar extending up into this stem design segment from below= 13.15 in Stem Design Segment at Base Support Stem Design Height: 0.00 ft above top of footing Lap Splice length for#4 bar extending down into this stem design segment from above= 17.09 in Lap Splice length for#4 bar specified in this stem design segment= 17.09 in Development length for#4 bar extending down into this stem design segment from above= 13.15 in Development length for#4 bar specified in this stem design segment= 13.15 in Hooked embedment length into footing for#4 bar specified in this stem design segment= 8.40 in As Provided= 0.1500 in2/ft As Required= 0.1296 in2/ft ��.EO PROFESS GiNet 40y f, r 1123_444 , L 0' N 0 74 ,,g5 14' eE14 .1 EXPIRES 06/30/18 Northwest Soil Stabilization Title 5'Foundation Wall Page: 8 Job#: Dsgnr: Slyh Date: 10 JAN 2018 Description.... High Foundation Wall This Wall in File:\\server-pc\server folders\00_bidding projects\bids current\bid_17-039_(2017-09-1 RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:Robert Siyh Lateral Restraint 8"Concrete vii; cz 18 6-0 b"Concrete+t r@r 18" 1 6 Concrete =. : tit #41 . 1 •-_ # 1'0° 1 Toe 3 #41s @ Heel 0P—'01 v► r ra .c4 O PRO% IrrG INE % 1,23 9 4 , L o ," N'Sn -k* 4FRT J s� EXPIRES 06/30/18 • fiorthwest Soil Stabilization Title 5'Foundation Wall Page: 9 Job#: Dsgnr: Slyh Date: 10 JAN 2018 Description.... High Foundation Wall This Wall in File:\\server-pc\server folders\00_bidding projects\bids current\bid_17-039_(2017-09-1 ReteinPro(c)1887-2016, Build 11.16.07.15 License:KW-06061786 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:Robert Slyh 100.00psf Lateral Restraint DL=30Ci;LL=Ststi# Ecc=O" 19218# Pp= 125.(k1# 7°3# d9 at 445tg0 PROFS G INE, /0y 1`023 9 V .. .4 , L .k.z. `R r J 5v EXPIRES 06/30/18