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HomeMy WebLinkAboutCOM2022-00082 Redirock Wall Specs - COM Engineering / Geo-Tech Reports - 7/31/2022 f e STRUCTURAL CALCULATIONS PROPOSED REDIROCK WALL OLYMPIC SUNSET WALL PLANS 12277 SEABECK HIGHWAY NORTHWEST BELFAIR, WA SITE REVIEWED FOR �aopy CODE COMPLIANCE MASON COUNTY client: CHANGES BUILDING DEPARTMEf\'T Scott Anderson SUBMIT CHANGES FOR APPROVAL Director of Development PRIOR TO PERFORMING VVORK Harbor Custom Development, Inc. 1201 Pacific Ave, Suite 1200 Tacoma, WA 98402 z By: THESE PLANS MUST BE ON THE JOB SITE N.L. OLSON & ASSOCIATES, INC. FOR INSPECTION 2453 BETHEL AVE PORT ORCHARD, WA 98366 ;.r,-tT,- LCU,8RENT PHONE360-876-2284 WASHINGTON STATE CODES I JOB NO: 11596-21 tiY R- JO Avg °F WASI -V U,e�S T C Cs a�Q 41 y h�l~ ,n kit,30 Er � � r � jAL� 0 I T C 6% T [6' JULY 2022 F 4 .e,�tssJ«e^v1:'J'i ,i�:°i'eiy>4:a'��}Js°.'i"''.?%.::r''v''.::"•:�J°q�i�}r���aaJ3a<•i Es>q.a eJr ! +.y.��r�f• }Fr`^,a°�:4t�',P.9?fit,�a vqy: ia'S,��"!._'+a'�'rl 'c;..t°c'a:>a1_ a .• „) ;.e tr}ia as It`>r"raa o:'s:r ) e .�°i a s 4 4 •r r >J> 4 tyrt t> Ors 9r tr iJ 5 P aJ ° E` (n ) ) r0��031I,> FrP J4 11)1'rF St^J ht/k°y.,• ) >'�, �N- > �4i 44 . 'a -) ou9 s yr• r4�"A 1 1 1 14 1 R 11 1•1 _ Olympic Sunset WRJ Analysis of Redi Rock wall Input data Project Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 Project number 11596 Settings f NCMA-SRW Design Manual (12) Wall analysis Verification methodology : Safety factors (ASD) Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis : NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard -straight slip surface i Reduction coeff. of contact first block-base : 1.00 Safety factors Permanent design situation Safety factor for overturning : SF,= 1.10 [-] ] Safety factor for sliding resistance : SF,= 1.10 [-] Safety factor for bearing capacity : SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement : SFsf= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SIF = 1.10po [-] Safety factor for connection strength : SFcon= 1.10 (-] Blocks No. Description Height Width Unit weight h [in] w [in] Y [Pcfl 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 1 [Redi-Rock-Redi-Rock Wall-(32 bit)I version 5.2022.42.0 1 Copyright 9 2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.comi www.rediaock.corn] x i 'I Olympic Sunset WRJ Min.shear Max.shear Friction No. Description strength strength Fmin [lbf/ft] Finax [lbf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 ` 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 i Setbacks No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 i 5 16.625 Geometry II No. Description Count Setback ` group s [in] 1 Block 60 2 1.62 i 2 Block 41 5 1.62 3 Block 28 2 - I Base Geometry Upper setback of = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 7.00 ft Material Soil creating foundation-fill Basic soil parameters No. Name Pattern Tef cef Y Ysu b [°] [psf] [pcf] [pcf] [°] 1 fill 39.00 0.0 138.00 77.50 26.25 2 till 39.00 150.0 138.00 77.50 26.00 2 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spol.s r.o.All Rights Reserved I www.finesoHware.eul [Red-Rock International 1(231)237-9500 ext 30101 engineering@redi-roa.com)www.redi-rock.com) Olympic Sunset WRJ All soils are considered as cohesionless for at rest pressure analysis. Soil parameters I fill ) Unit weight : y = 138.0 pcf I Stress-state : effective Angle of internal friction : cpef = 39.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25 ° Saturated unit weight: Ysat= 140.0 pcf t till Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : Tef = 39.00 ° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : b = 26.00 ° i Saturated unit weight: Ysat= 140.0 pcf t Backfill i Assigned soil : fill � Slope= 45.00 ° ) Geological profile and assigned soils I i No. Thickness of layer Depth Assigned soil Pattern t[ft] z [ft] i i 1 5.00 0.00 .. 5.00 fill 2 8.50 5.00 .. 13.50 fill 3 - 13.50 .. oc till ' I Terrain profile Coordinates Depth No. x IN z[ft] 1 0.00 0.00 2 6.00 0.00 3 31.00 -12.50 4 32.00 -12.50 i Origin [0,0] is located in upper right edge of construction. Positive coordinate +z has downward direction. Water influence Ground water table is located below the structure. Input surface surcharges No. Surcharge Action Mag.1 Mag.2 Ord.x Length Depth new change [Ibf/ft2] [Ibflft2] x[ft] I [ft] z[ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 (Redi-Rock-Redi-Rock Wall.(32 bit)1 version 5.2022.42.0 1 copyright©2022 Fine spot.s r.o.All Rights Reserved l www.finesottware.eul (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.coml i � r i Olympic Sunset t WRJ Resistance on front face of the structure Resistance on front face of the structure is not considered. j Earthquake Factor of horizontal acceleration Kh = 0.2260 Factor of vertical acceleration Kv = 0.0000 Water below the GWT is restricted. Settings of the stage of construction Design situation : permanent i Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient ` Weight-wall 0.0 -5.75 6701.6 3.36 1.000 Earthq.-constr. 1538.2 -6.04 0.0 3.35 1.000 Weight-earth wedge 0.0 -1.80 166.2 6.37 1.000 Earthquake-soil wedge 37.6 -1.80 0.0 6.37 1.000 Weight-earth wedge 0.0 -5.15 355.7 5.23 1.000 Earthquake-soil wedge 80.4 -5-15 0.0 5.23 1.000 Weight-earth wedge 0.0 -12.05 103.5 4.63 1.000 Earthquake-soil wedge 23.4 -12.05 0.0 4.63 1.000 Active pressure 3604.9 -4.53 4815.8 6.02 1.000 Earthq.-act.pressure 4039.7 -7.25 4918.4 5.50 1.000 foundation 513.0 -3.40 661.8 6.10 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 85996.3 Ibfft/ft Overturning moment Movr = 57425.1 Ibfft/ft Safety factor= 1-50 > 1.10 Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 14835.52 Ibf/ft Active horizontal force Hact = 9837.14 Ibf/ft Safety factor= 1.51 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY i Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z IN [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -5.64 5735.6 2.34 1.000 Earthq.-constr. 1340.3 -5.86 0.0 2.33 1.000 4 [Redi-Rock Redi-Rock Wall t(32 bit)I version 5.2022.42.0 1 Copyright©2022 Fine spol.s r.o.All Rights Reserved I www.frnesoft vare.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] I � t � } Olympic Sunset i WRJ i Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z IN [Ibf/ft] x [ft] coefficient Weight-earth wedge 0.0 -4.06 328.3 4.22 1.000 Earthquake-soil wedge 74.2 -4.06 0.0 4.22 1.000 Weight-earth wedge 0.0 -11.05 103.5 3.63 1.000 Earthquake-soil wedge 23.4 -11.05 0.0 3.63 1.000 Active pressure 2845.8 -4.35 2954.3 4.54 1.000 Earthq.-act.pressure 3266.5 -6.75 3812.9 4.29 1.000 foundation 525.1 -2.60 491.6 4.76 1.000 Verification of block No. 1 [ Check for overturning stability Resisting moment Mres = 47247.6 Ibfft/ft Overturning moment Movr = 44197.1 Ibfft/ft i Safety factor= 1.07 < 1.10 Joint for overturning stability is NOT SATISFACTORY Check for slip Resisting horizontal force Hres = 10872-39 Ibf/ft Active horizontal force Hat = 8075.26 Ibf/ft Safety factor= 1.35 > 1.10 Joint for verification is SATISFACTORY Bearing capacity of foundation soil Design load acting at the center of footing bottom No Moment Norm.force Shear Force Eccentricity Stress Ibfft/ft Ibf/ft Ibf/ft [ ] [ ] [ l [-1 [pst] 1 33459-8 17723.12 9837.14 0.270 5497.0 i Service load acting at the center of footing bottom Moment Norm.force Shear Force No. [I bfft/ft] [Ibf/ft] [Ibf/ft] I i 1 33459-8 17723.12 9837.14 I I i I I n 5 [Redi-Rock-Redi-Rock Wall t(32 bit)I version 5.2022.42.0 1 copyright©2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] I I r Olympic Sunset W RJ Analysis of Redi Rock wall Input data Project Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 Project number 11596 i Settings NCMA-SRW Design Manual (12) Wall analysis Verification methodology : Safety factors(ASD) Active earth pressure calculation : Coulomb ' Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis: NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard -straight slip surface Reduction coeff. of contact first block-base 1.00 Safety factors Permanent design situation Safety factor for overturning : SFo= 1.10 [-] Safety factor for sliding resistance : SFs= 1.10 [-] Safety factor for bearing capacity : SFb= 1.10 [-] ; Safety factor for sliding along geo-reinforcement : SFs,= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SF po = 1.10 [-] Safety factor for connection strength : SFcon = 1.10 [-] Blocks No. Description Height Width Unit weight h [in] w[in] Y [pcf] 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 (Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com) r Olympic Sunset E I I Min. shear Max.shear No. Description strength strength Friction I Fmin [Ibf/ft] Finax [Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 i 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 ' 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 I 9 Top block 24 straight garden 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 I 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks i No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 II 5 16.625 i Geometry No. Description Count Setback group s [in] 1 Block 60 2 1.62 2 Block 41 5 1.62 3 Block 28 2 - Base I Geometry Upper setback ai = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 7.00 ft Material I Soil creating foundation -fill Basic soil parameters j I No. Name Pattern �Pef cef Y Ysu 6 [°] [pSfl [pcfl [pcfl [°l 1 fill ® 39.00 0.0 138.00 77.50 26.25 2 till ® 39.00 150.0 138.00 77.50 26.00 I I • 2 [Redi-Rock-Redi-Rock Wall.(32 bit)I version 5.2022.42.0 1 Copyright Q 2022 Fine spot.s r.o.All Rights Reserved I wwwAnesottware.eul i [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml v .redi-rock.coml i . r i Olympic Sunset WRJ All soils are considered as cohesionless for at rest pressure analysis. Soil parameters I ` fill Unit weight : y = 138.0 pcf Stress-state effective Angle of internal friction : (Pef = 39.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25 ° f Saturated unit weight: Ysat = 140.0 pcf till Unit weight: y = 138.0 pcf j Stress-state : effective Angle of internal friction : Tef = 39.00 Cohesion of soil : cef = 150.0 psf ff Angle of friction struc.-soil : b = 26.00 ° I Saturated unit weight : Ysat= 140.0 pcf Backfill Assigned soil : fill Slope=45.00 Geological profile and assigned soils Thickness of layer Depth I - No. Assigned soil Pattern t[ft] z [ft] � 1 5.00 0.00 .. 5.00 fill r i 2 8.50 5.00 .. 13.50 fill j 3 - 13.50 .. x till Terrain profile Coordinates Depth i No. x [ft] z [ft] 1 0.00 0.00 i 2 6.00 0.00 i 3 31.00 -12.50 4 32.00 -12.50 i i Origin [0,0] is located in upper right edge of construction. I Positive coordinate +z has downward direction. Water influence i Ground water table is located below the structure. Input surface surcharges j Surcharge Mag.1 Mag.2 Ord.x Length Depth No. Action new change [Ibf/ft2] [Ibf/ft2] x[ft] l [ft] z[ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation • 3 (Redi-Rock-Redi-Rock Wall*(32 bit)I version 5.2022.42.0 Copyright 02022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eu) (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-roc k.com] Olympic Sunset WRJ Resistance on front face of the structure Resistance on front face of the structure is not considered. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -5.75 6701.6 3.36 1.000 Weight-earth wedge 0.0 -1.80 166.2 6.37 1.000 Weight-earth wedge 0.0 -5.15 355.7 5-23 1.000 Weight-earth wedge 0.0 -12.05 103.5 4.63 1.000 Active pressure 3604.9 -4.53 4815.8 6.02 1.000 foundation 513.0 -3.40 661.8 6.10 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 58942.0 Ibfft/ft Overturning moment Movr = 18076.4 Ibfft/ft Safety factor= 3.26 > 1.10 Wall for overturning is SATISFACTORY Check for slip j Resisting horizontal force Hres = 11326.48 Ibf/ft Active horizontal force Hact = 4117.89 Ibf/ft I Safety factor=2.75 > 1.10 j Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -5.64 5735.6 2.34 1.000 Weight-earth wedge 0.0 -4.06 328.3 4.22 1.000 Weight-earth wedge 0.0 -11.05 103.5 3.63 1.000 Active pressure 2845.8 -4.35 2954.3 4.54 1.000 foundation 525.1 -2.60 491.6 4.76 1.000 Verification of block No. 1 Check for overturning stability Resisting moment Mres = 30907.0 Ibfft/ft Overturning moment Movr = 13730.7 Ibfft/ft Safety factor=2.25 > 1.10 Joint for overturning stability is SATISFACTORY 4 [Redi-Rock-Redi-Rock Wall-(32 bit)I version 5.2022.42.0 1 copyright 0 2022 Fine spot s r.o.All Rights Reserved I ww w.finesollware.euj [Red-Rock International 1(231)237-9500 ezt 30101 engineering@redi-rock.coml wwvv.redi-rock.comj 1 � I Olympic Sunset I WRJ } Check for slip r • Resisting horizontal force H,, = 7784.77 Ibf/ft I Active horizontal force Hact = 3370.90 Ibf/ft Safety factor =2.31 > 1.10 i Joint for verification is SATISFACTORY i r , Bearing capacity of foundation soil Design load acting at the center of footing bottom i Moment Norm.force Shear Force Eccentricity Stress No. [I bfft/ft] [Ibf/ft] [I bf/ft] H [psf] 1 3950.8 12804.70 4117.89 0.044 2006.1 Service load acting at the center of footing bottom Moment Norm.force Shear Force No. [Ibfft/ft] [Ibf/ft] [Ibf/ft] 1 3950.8 12804.70 4117.89 , I i 1 1 1 i i i 5 (Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42+0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I w .Iinesotlware.euj [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml w xedi-rock.com] I Olympic Sunset WRJ I Name : Stage -analysis : 1 - 1 i� i I ! f i i I I i i [Redi-Rock-Redi-Rock Wall i(32 bit)I version 5.2022.42.0 1 Copyright C 2022 Fine spot+s r.o.All Rights Reserved I www.Iineso(tware.eu] [Redi-Rock International 1(231)237-9500 ezt 30101 engineering@redi-roclk.coml www.redi-rock.com] j i Olympic Sunset • WRJ Analysis of Redi Rock wall Input data Project Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 Project number 11596 Settings NCMA-SRW Design Manual (12) i Wall analysis ! Verification methodology: Safety factors(ASD) Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis : NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability: Standard-straight slip surface I Reduction coeff. of contact first block- base : 1.00 Safety factors Permanent design situation Safety factor for overturning : SF,= 1.10 [-] Safety factor for sliding resistance : SFs= 1.10 [-] Safety factor for bearing capacity: SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement: SFsr= 1.10 [-] Safety factor for geo-reinforcement strength : SFst = 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SIF = 1.10po Safety factor for connection strength : SFcon= 1.10 [-] Blocks I' No. Description Height Width Unit weight h [in] w [in] Y Ipcf] 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 ) 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 i 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 i i [Redi-Rock-Redi-Rock Wall (32 bit)I version 52022.42.0 1 Copyright 9 2022 Fine spot.s r.o.All Rights Reserved I www.bnesoRware.eu) 1 ' (Redi-Rock International (231)237-9500 ext 30101 engineering@redi-mck.coml www.redi-rock.com) I i I Olympic Sunset W RJ I i Min.shear Max.shear Friction I No. Description strength strength Fmin [Ibf/ft] Finax [Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 I! 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 t 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 j 10 Block R-5236 HC 4550.00 12000.00 44.00 l i 11 Block R-7236 HC 4550.00 12000.00 44.00 I 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 5 16.625 Geometry No. Setback Description Count group s [in] 1 Block 60 1 1.62 2 Block 41 2 1.62 3 Block 28 5 - Base Geometry Upper setback ai = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft G Width b = 7.00 ft Material Soil creating foundation -fill Basic soil parameters No. Name Pattern (Pef cef Y Ysu 6 [°] [psf] [pcfl [pcf] [°] 1 fill ® 39.00 0.0 138.00 77.50 26.25 2 till 39.00 150.0 138.00 77.50 26.00 • 2 [Redi-Rock-Redi-Rock Wall+(32 tit)I version 5.2022,42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesoFlware.eul [Redi-Rock international 1(231)237-9500 exl 30101 engineering@redi-rock.coml www.redi-rock.coml . . I Olympic Sunset W RJ All soils are considered as cohesionless for at rest pressure analysis. Soil parameters fill Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : T,f = 39.00 ° Cohesion of soil : Cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25 ° Saturated unit weight: Ysat= 140.0 pcf till Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : Tef = 39.00° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : 6 = 26.00 ° Saturated unit weight'. Ysat= 140.0 pcf I Backfill Assigned soil : fill Slope=45.00 ° Geological profile and assigned soils Thickness of layer Depth - No. t [ft] z [ft] Assigned soil Pattern I 1 5.00 0.00 .. 5.00 fill I 2 5.00 5.00 .. 10.00 fill If I 3 - 10.00 .. x till j Terrain profile Coordinates Depth No. I x [ft] z [ft] 1 0.00 0.00 2 6.00 0.00 3 31.00 -12.50 4 32.00 -12.50 Origin [0,0] is located in upper right edge of construction. Positive coordinate +z has downward direction. Water influence Ground water table is located below the structure. Input surface surcharges No. Surcharge Action Mag.1 Mag.2 Ord.x Length Depth new change [Ibf/ft2] [Ibf/ftz] x[ft] IN z [ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 [Redi-Rock-Redi-Rock Wall*(32 bit)I version 5.2022.42.0 1 Copyright C 2022 Fine spol.s r.o.All Rights Reserved I w .finesoRware.euj lRedi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml w redi-rock.coml Olympic Sunset j WRJ Resistance on front face of the structure Resistance on front face of the structure is not considered. Earthquake Factor of horizontal acceleration Kh = 0.2260 Factor of vertical acceleration Kv = 0.0000 Water below the GWT is restricted. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x[ft] coefficient Weight-wall 0.0 -4.91 5164.1 3.10 1.000 Earthq.-constr. 1199.3 -5.23 0.0 3.09 1.000 Weight-earth wedge 0.0 -4.46 1050.5 5.11 1.000 Earthquake-soil wedge 237.4 -4.46 0.0 5.11 1.000 Active pressure 2956.9 -4.17 4446.8 5.84 1.000 Earthq.-act.pressure 2961.6 -6.50 3416.7 5.22 1.000 foundation 402.4 -2.43 560.4 6.29 1.000 Verification of complete wall Check for overturning stability ' Resisting moment Mres = 68696.6 Ibfft/ft ; Overturning moment M 39880.4 Ibfft/ft ) ovr = I Safety factor= 1.72 > 1.10 Wall for overturning is SATISFACTORY t Check for slip 1 Resisting horizontal force Hres = 12444.64 Ibf/ft j Active horizontal force Hact = 7757.64 Ibf/ft f Safety factor= 1.60 > 1.10 I Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x[ft] coefficient Weight-wall 0.0 -4.92 4198.1 2.00 1.000 Earthq.-constr. 1001.9 -5.16 0.0 2.01 1.000 Weight-earth wedge 0.0 -3.46 509.5 3.77 1.000 Earthquake-soil wedge 115.2 -3.46 0.0 3.77 1.000 Active pressure 2448.8 -3.71 3237.8 4.15 1.000 Earthq.-act.pressure 2230.2 -6.00 2137.4 3.74 1.000 4 [Redi-Rock-Redi-Rock Wait (32 bit)I version 5.2022.42.0 1 Copyright©2022 Fine spot s r.o.All Rights Reserved I www.finesohware.eu) [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.corn;www.redi-rock.cornl f Olympic Sunset WRJ i Name Fhor App.Pt. F„en App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x IN coefficient foundation 373.6 -1.82 434.4 4.60 1.000 Verification of block No. 1 Check for overturning stability Resisting moment Mres = 33778.3 Ibfft/ft Overturning moment Mow = 28724.3 Ibfft/ft Safety factor= 1.18 > 1.10 Joint for overturning stability is SATISFACTORY Check for slip Resisting horizontal force Hfes = 8516.68 Ibf/ft Active horizontal force Hact = 6169.76 Ibf/ft i i Safety factor= 1.38 > 1.10 i Joint for verification is SATISFACTORY Bearing capacity of foundation soil Design load acting at the center of footing bottom Moment Norm.force Shear Force Eccentricity Stress ) No. i [Ibfft/ft] [Ibf/ft] [Ibf/ft] [—] [psf] 1 22418.7 14638-57 7757.64 0.219 3718.2 Service load acting at the center of footing bottom No. Moment Norm.force Shear Force [l bfft/ft] [Ibf/ft] [Ibf/ft] 1 22418.7 14638.57 7757.64 I I i i f i 1 i i 5 [Redi-Rock-Redi-Rock Wall*(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eul (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-roclk.comj www.redi-rock.com) I Olympic Sunset ' WRJ ! . I Analysis of Redi Rock wall ' i Input data I Project Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ ►, Date 3/3/2022 i Project number : 11596 Settings I i NCMA-SRW Design Manual (12) j Wall analysis Verification methodology '. Safety factors (ASD) Active earth pressure calculation : Coulomb 1 Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis '. NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity . 0.333 Internal stability : Standard -straight slip surface Reduction coeff. of contact first block-base : 1.00 I I Safety factors Permanent design situation Safety factor for overturning : SFo= 1.10 [-] Safety factor for sliding resistance : SFs= 1.10 [-] Safety factor for bearing capacity: SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement : SFst= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SFPO= 1.10 [-] Safety factor for connection strength : SFcon= 1.10 [-] Blocks I l No. Description Height Width Unit weight h [in] w [in] Y [pcf] 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 I 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 ! 13 Block R-41 HC 18.00 40.50 110.00 1 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spol.s r.o.All Rights Reserved]wwwbnesottware.eu] ] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.radi-rock.com] I ! Olympic Sunset WRJ 1 I Min. shear Max.shear Friction ! No. Description strength strength ; Fmin [Ibf/ft] Finax[Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 3 Block 60 6061.00 11276.00 44.00 I 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 i 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks Setback No. s [in] i 1 0.010 2 0.375 j 3 1.625 4 9.375 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 60 1 1.62 2 Block 41 2 1.62 3 Block 28 5 - Base Geometry Upper setback a, = 0.00 ft Lower setback a2 = 1.00 ft j Height h = 1.00 ft Width b = 7.00 ft Material Soil creating foundation -fill Basic soil parameters No. Name Pattern ref ref Y Ysu b i [°] [psf] [pcf] [pcf] [°] 1 fill ® 39.00 0.0 138.00 77.50 26.25 j i . 2 till 39.00 150.0 138.00 77-50 26.00 2 � (Redi-Rock-Redi-Rock Wall•(32 bit)I version 5.2022.42.0 1 Copyright m 2022 Fine spot.s r.o.All Rights Reserved I www.Lnesoftware.eul ' (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rockcoml www.redi-rock.coml ! Olympic Sunset WRJ All soils are considered as cohesionless for at rest pressure analysis. Soil parameters fill Unit weight : y = 138.0 pcf Stress-state : effective Angle of internal friction : (pef = 39.000 Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25° I Saturated unit weight: Ysat= 140.0 pcf till Unit weight : y = 138.0 pcf Stress-state : effective Angle of internal friction : (pef = 39.00° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : 6 = 26.00 ° Saturated unit weight: Ysat= 140.0 pcf j Backfill Assigned soil : fill Slope = 45.00 ° Geological profile and assigned soils Thickness of layer Depth - No. t[ft] z[ft] Assigned soil Pattern 1 5.00 0.00 .. 5.00 fill 2 5.00 5.00 .. 10.00 fill 3 - 10.00 .. x till I Terrain profile Coordinates Depth No. x[ft] z [ft] I 1 0.00 0.00 2 6.00 0.00 3 31.00 -12.50 4 32.00 -12.50 ' Origin [0,0] is located in upper right edge of construction. ' Positive coordinate +z has downward direction. Water influence i I Ground water table is located below the structure. ` Input surface surcharges Surcharge Mag.1 Mag.2 Ord.x Length Depth No. Action new change [Ibf/ft2] [Ibf/ft2] x[ft] IN z[ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation • 3 I, [Redi-Rock-Redi-Rock Wall (32 bit)1 version 5.2022.42-0 1 Copyright©2022 Fine spot s r.o.All Rights Reserved 1 www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.coml 1 • • i Olympic Sunset WRJ Resistance on front face of the structure i Resistance on front face of the structure is not considered. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce 1 Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -4.91 5164.1 3.10 1.000 Weight-earth wedge 0.0 -4.46 1050.5 5.11 1.000 Active pressure 2956.9 -4.17 4446.8 5.84 1.000 foundation 402.4 -2.43 560.4 6.29 1.000 Verification of complete wail I Check for overturning stability Resisting moment Mres = 50868.7 Ibfft/ft j Overturning moment Movr = 13297.7 Ibfft/ft I i Safety factor= 3.83 > 1.10 j Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 10091.66 Ibf/ft Active horizontal force Hact = 3359.31 Ibf/ft . I Safety factor= 3.00 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY 1 Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z IN [Ibf/ft] x[ft] coefficient Weight-wall 0.0 -4.92 4198.1 2.00 1.000 j Weight-earth wedge 0.0 -3.46 509.5 3.77 1.000 Active pressure 2448.8 -3.71 3237.8 4.15 1.000 foundation 373.6 -1.82 434.4 4.60 1.000 Verification of block No. 1 Check for overturning stability Resisting moment M es = 25779.0 Ibfft/ft Overturning moment Movr = 9770.8 Ibfft/ft Safety factor=2.64 > 1.10 j Joint for overturning stability is SATISFACTORY ; Check for slip f Resisting horizontal force Hres = 6785.87 Ibf/ft 4 (Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright©2022 Fine spot.s r.o.All Rights Reserved I www.finesoltware.eu] )Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.reds-rock.com) I I Olympic Sunset I W RJ Active horizontal force Ha, = 2822.45 Ibf/ft Safety factor= 2.40 > 1.10 l Joint for verification is SATISFACTORY Bearing capacity of foundation soil Desi n load acting at the center of footing bottom Moment Norm.force Shear Force Eccentricity Stress No. Ibfft/ft Ibf/ft [ l [ ] pbf/ftl [—] [Psf] 1 1705.3 11221.82 3359.31 0.022 1675.9 Service load acting at the center of footing bottom Moment Norm.force Shear Force [Ibf/ft i No. [Ibfft/ft] ] [Ibf/ft] j 1 1705.3 11221.82 3359.31 ` I I i i I t I I _ y i i i i I i 5 [Redi-Rock-Redi-Rock Wall t(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I vv w.fineso(tware.eul [Red-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.cornl www.redi-rock corn) t Olympic Sunset WRJ j Name : Sta e -analysis : 1 - 1 I i t I I f i i I I I I i i i t i o lRedi-Rock-Redi-Rock Wall•(32 Gry I version 5.2022.42.0 1 Copyright©2022 Fine spol.s r.o.All Rights Reserved I w .finesohware.eul lRedi-Rock International((231)237-9500 ext 30101 engineering@redi-rock.coml ww.v.redi-rock.coml Olympic Sunset WRJ Analysis of Redi Rock wall Input data Project Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author : WRJ Date 3/3/2022 Project number 11596 Settings NCMA-SRW Design Manual (12) i Wall analysis Verification methodology: Safety factors (ASD) Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani(Rankine) Earthquake analysis : NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 j Internal stability : Standard -straight slip surface I Reduction coeff. of contact first block-base : 1.00 Safety factors Permanent design situation Safety factor for overturning : SFo= 1.10 Safety factor for sliding resistance : SFs= 1.10 [-] Safety factor for bearing capacity: SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement : SFsf= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SFpo= 1.10 Safety factor for connection strength : SFc,n= 1.10 [-] Blocks i Height Width Unit weight No. Description h [in] w[in] Y[pcfJ 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 1 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.01 Copyright©2022 Fine spol.s r.o.All Rights Reserved I www.finesohware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] Olympic Sunset WRJ 1 Min.shear Max.shear No. Description strength strength Friction Fmin [Ibf/ft] Finax [Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 i 3 Block 60 6061.00 11276.00 44.00 I 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 [ 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 [ 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback 1 1 0.010 2 0.375 i 3 1.625 4 9.375 5 16.625 ' Geometry No. Description Count Setback group s [in] ` 1 Block 28 4 - l Base Geometry Upper setback at = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft i Width b = 4.00 ft Material [ Soil creating foundation -fill Basic soil parameters No. Name Pattern Tef fief V Ysu 6 j [°] [psfl [pcfl [pcfl [°] 1 fill 39.00 0.0 138.00 77.50 26.25 I 2 till 39.00 150.0 138.00 77.50 26.00 All soils are considered as cohesionless for at rest pressure analysis. 2 [Redi-Rock-Redi-Rock Wall (32 bit)I version 5.2022.42.0 ICopyright 02022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com) I • I I r Olympic Sunset j W RJ ` I Soil parameters j fill j Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : Tef = 39.00° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25° I Saturated unit weight: Ysat= 140.0 pcf f till Unit weight: y = 138.0 pcf I Stress-state : effective Angle of internal friction : (pef = 39.00° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : b = 26.00° Saturated unit weight'. Ysat= 140.0 pcf 'j Backfill Assigned soil : fill Slope =45.00 ° Geological profile and assigned soils Thickness of layer Depth No. Assigned soil Pattern t[ft] z [ft] 1 5.00 0.00 .. 5.00 fill 2 1.00 5.00 .. 6.00 fill 3 - 6.00 .. x till ) Terrain profile Coordinates Depth No. x [ft] z [ft] 1 0.00 0.00 2 6.00 0.00 3 31.00 -12.50 4 32.00 -12.50 Origin [0,0] is located in upper right edge of construction. Positive coordinate +z has downward direction. i Water influence Ground water table is located below the structure. Input surface surcharges Surcharge Mag.1 Mag.2 Ord.x Length Depth No. new change Action [Ibf/ft2] [Ibf/ft2] x [ft] I [ft] z IN 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022 42.0 1 Copyright©2022 Fine spot.s r.o.All Rights Reserved I www.1inesoRware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com) Olympic Sunset W RJ Resistance on front face of the structure Resistance on front face of the structure is not considered. Earthquake Factor of horizontal acceleration Kh = 0.2260 Factor of vertical acceleration Kv = 0.0000 Water below the GWT is restricted. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x[ft] coefficient Weight-wall 0.0 -3.00 2140.1 2.27 1.000 Earthq.-constr. 513.0 -3.23 0.0 2.31 1.000 Weight-earth wedge 0.0 -1.39 54.1 3.59 1.000 Earthquake-soil wedge 12.2 -1.39 0.0 3.59 1.000 Active pressure 543.0 -2.54 594.3 3.72 1.000 Earthq.-act.pressure 458.6 -3.50 273.0 3.70 1.000 foundation 0.0 -7.00 0.0 3.74 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 8265.5 Ibfft/ft Overturning moment Movr = 4658.2 Ibfft/ft Safety factor= 1.77 > 1.10 Wall for overturning is SATISFACTORY I Check for slip Resisting horizontal force Hres = 2832.59 Ibf/ft Active horizontal force Hact = 1526.87 Ibf/ft Safety factor= 1.86 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction I Name Fhor App.Pt. FVert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -2.87 1588.1 1.36 1.000 Earthq.-constr. 400.9 -2.99 0.0 1.39 1.000 Active pressure 408.6 -2.03 160.7 2.52 1.000 Earthq.-act.pressure 329.3 -3.00 142.8 2.59 1.000 foundation 0.0 -6.00 0.0 2.74 1.000 a [Redi-Rock-Redi-Rock Wall+(32 bit)I version 52022.42.0 1 Copyright©2022 Fine spol.s r.o.All Rights Reserved I www.finesoftware.eu] [Red!-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.comi www.redi-rock.com] II ' I Olympic Sunset W RJ Verification of block No. 1 i Check for overturning stability Resisting moment Mres = 2930.7 Ibfft/ft Overturning moment Movr = 3014.4 Ibfft/ft Safety factor=0.97 < 1.10 Joint for overturning stability is NOT SATISFACTORY i r Check for slip Resisting horizontal force Hres = 1531.80 Ibf/ft Active horizontal force Hact = 1138.71 Ibf/ft Safety factor= 1.35 > 1.10 I Joint for verification is SATISFACTORY Bearing capacity of foundation soil Desi n load acting at the center of footing bottom Moment Norm.force Shear Force Eccentricity Stress { No. [Ibfft/ft] [Ibf/ft] [lbf/ft] H [psf] 1 2515.5 3061.43 1526.87 0.205 1299.1 Service load acting at the center of footing bottom No. Moment Norm.force Shear Force [Ibfft/ft] [lbf/ft] [Ibf/ft] 1 2515.5 3061.43 1526.87 t [ 1 I I i i I [ 5 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright©2022 Fine spot.s r.o.All Rights Reserved 1 www.hnesoRware.eul [Redi-Rock International I(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com[ I I f [ Olympic Sunset j W RJ k Analysis of Redi Rock wall Input data Project Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 Project number : 11596 i Settings NCMA-SRW Design Manual (12) Wall analysis f Verification methodology : Safety factors (ASD) Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis : NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard -straight slip surface Reduction coeff. of contact first block- base: 1.00 Safety factors Permanent design situation Safety factor for overturning : SF,= 1.10 [-] Safety factor for sliding resistance : SF,= 1.10 [-] Safety factor for bearing capacity: SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement: SF,,= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SFPO= 1.10 Safety factor for connection strength : SFcon= 1.10 Blocks No. Description Height Width Unit weight i h [in] w[in] Y[pcf] 1 Block 28 18.00 28.00 120.00 I 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130-00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 j 8 Top block 41 18.00 40.50 120.00 I 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 i 13 Block R-41 HC 18.00 40.50 110-00 ' i [Redi-Rock-Redi-Rock Wall t(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com[www.redi-rock.com[ 1 I } I Olympic Sunset r WRJ { 1 Min.shear Max. shear No. Description strength strength Friction Fmin [Ibf/ft] Finax [Ibf/ft] f['] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 i 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 t 5 Planter 41 6061.00 11276.00 44.00 t 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 '! 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks I No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 28 4 - Base Geometry Upper setback at = 0.00 ft ! Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 4.00 ft Material Soil creating foundation -fill ! Basic soil parameters No. Name Pattern <Pef cef Y Ysu 5 [°] [psfl [pcfl [pcfl [°] 1 fill ® 39.00 0.0 138.00 77.50 26.25 2 till ® 39.00 150.0 138.00 77.50 26.00 All soils are considered as cohesionless for at rest pressure analysis. 2 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spol.s r.o.All Rights Reserved 1 www.finesoftware.eu) [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rc ck.com) Olympic Sunset WRJ 1 i Soil parameters I fill Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : cpef = 39.00° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : b = 26.25° Saturated unit weight: Ysat= 140.0 pcf i till '• Unit weight: y = 138.0 pcf I Stress-state : effective Angle of internal friction : (Pef = 39.00 ° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : b = 26.00 ° I Saturated unit weight: Ysat= 140.0 pcf I Backfill i i Assigned soil : fill Slope=45.00 ° Geological profile and assigned soils Thickness of layer Depth No. t[ft] z[ft] Assigned soil Pattern 1 5.00 0.00 .. 5.00 fill j I 2 1.00 5.00 .. 6.00 fill 3 - 6.00 .. x till Terrain profile j Coordinates Depth No. x [ft] z [ft] I 1 0.00 0.00 � 2 6.00 0.00 3 31.00 -12.50 4 32.00 -12.50 Origin [0,01 is located in upper right edge of construction. 1 Positive coordinate +z has downward direction. Water influence ) Ground water table is located below the structure. Input surface surcharges Surcharge Mag.1 Mag.2 Ord.x Length Depth No. new change Action [Ibf/ft2] [Ibf/ft2] x IN I [ft] z[ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 i No. Name 1 foundation I 3 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright m 2022 Fine spol.s r.o.All Rights Reserved I www.tinesoftware.eu] (Redi-Rock International I(231)237-9500 ext 30101 engineering@redi-rock.corni www.redi-rock.cornj i Olympic Sunset WRJ Resistance on front face of the structure Resistance on front face of the structure is not considered. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce i Verification No. 1 j Forces acting on construction I i Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient i Weight-wall 0.0 -3.00 2140.1 2.27 1.000 Weight-earth wedge 0.0 -1.39 54.1 3.59 1.000 Active pressure 543.0 -2.54 594.3 3.72 1.000 foundation 0.0 -7.00 0.0 3.74 1.000 ' Verification of complete wall Check for overturning stability Resisting moment Mres = 7255.0 Ibfft/ft Overturning moment Movr = 1380.7 Ibfft/ft I Safety factor= 5.25 > 1.10 Wall for overturning is SATISFACTORY i Check for slip Resisting horizontal force Hres = 2858.06 Ibf/ft Active horizontal force Hact = 543.04 Ibf/ft Safety factor=5.26 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Ili Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x IN coefficient Weight-wall 0.0 -2.87 1588.1 1.36 1.000 Active pressure 408.6 -2.03 160.7 2.52 1.000 foundation 0.0 -6.00 &0 2.74 1.000 Verification of block No. 1 Check for overturning stability Resisting moment Mres = 2561.3 Ibfft/ft Overturning moment Mo,r = 828.2 Ibfft/ft Safety factor= 3.09 > 1.10 Joint for overturning stability is SATISFACTORY I Check for slip Resisting horizontal force Hres = 1416.17 Ibf/ft Active horizontal force Hact = 408.55 Ibf/ft 4 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright O 2022 Fine spot.s r.o.All Rights Reserved I wwwfinesoflware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.Conn] Olympic Sunset W RJ f Safety factor= 3.47 > 1.10 Joint for verification is SATISFACTORY I Bearing capacity of foundation soil Design load acting at the center of footing bottom No. Moment Norm.force Shear Force Eccentricity Stress [Ibfft/ft] [Ibf/ft] [Ibflft] [-] [psf] 1 -297.4 2788,47 543.04 0.000 697.1 Service load acting at the center of footing bottom Moment Norm.force Shear Force No. [Ibfft/ft] [Ibflft] [Ibf/ft] 1 -297.4 2788.47 543.04 ` I I i I I i l I i I l 1 i I i i I i [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spot+s r.o.All Rights Reserved I www.finesoftware.eul 5 [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.coml • t I Olympic Sunset ff W RJ 1 Name : Stage-analysis : 1 -1 i i i i i t ) 1 1 I 3 1 i `I t i i I I I _ I i I i I i i i 1 I T i i i I O � [Redi-Rock-Redi-Rock Wall t(32 bit)I version 5.2022.42.0 1 Copyright©2022 Fine spol.s r.o.All Rights Reserved 1 www.finesottware.eu) i [Redi-Rock International 1(231)237-9500 exi 30101 engineering@redi-rock.coml www.redi-rock.coml I i • I Olympic Sunset W RJ i Analysis of Redi Rock wall Input data Project E Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 Project number : 11596 Settings NCMA-SRW Design Manual (12) Wall analysis I Verification methodology : Safety factors (ASD) Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis : NCMA-SRW fl Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard-straight slip surface Reduction coeff. of contact first block-base : 1.00 Safety factors Permanent design situation Safety factor for overturning : SFo= 1.10 [-] Safety factor for sliding resistance : SFs= 1.10 [-] Safety factor for bearing capacity: SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement : SFSr= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SFpo = 1.10 [-] Safety factor for connection strength : SFcon = 1.10 [-] i Blocks f No. Description Height Width Unit weight h [in] w [in] y[pcf] 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 I 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 ! 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 1 (Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spot s r.o.All Rights Reserved I www.finesotlware.eul !Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-mck.coml www.redi-rock.coml • I I I Olympic Sunset W RJ Min.shear Max.shear Friction No. Description strength strength Fmin [Ibf/ft] Finax [Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.OQ 44.00 ' 9 Top block 24 straight garden 6061.00 11276,00 44.00 ] 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback s [in] 1 0.010 2 0.375 3 1.625 I 4 9.375 5 16.625 I Geometry No. Description Count Setback t group s [in] 1 Block 41 1 1.62 2 Block 28 4 - Base i Geometry i Upper setback at = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 5.00 ft Material ' Soil creating foundation -fill ` Basic soil parameters No. Name Pattern (Pef cef Y Ysu b [°] [psf] [pef] [pcf] C] 1 fill i 39.00 0.0 138.00 77.50 26.25 I 2 till 39.00 150.0 138.00 77.50 26.00 All soils are considered as cohesionless for at rest pressure analysis. 2 [Redi-Rock-Redi-Rock Wall+(32 bit)1 version 5.2022-42.0 1 Copyright 0 2022 Fine spot,s r.o.AM Rights Reserved 1 www.finesottware.eul lRedi-Rock Intemational;(231)237-95W ext 3010i engineering@redi-rock.coml www.redi-rock.c0m] t Olympic Sunset f WRJ I Soil parameters i fill j Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : Tef = 39.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25° Saturated unit weight: Ysat= 140.0 pcf till 1 Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : Tef = 39.00° Cohesion of soil : cef = 150.0 psf j Angle of friction struc.-soil : 6 = 26.00 ° I Saturated unit weight: Ysat= 140.0 pcf 1 "t Backfill l Assigned soil : fill Slope=45.00 ° I Geological profile and assigned soils ` Thickness of layer Depth No. t[ft] z[ft] Assigned soil Pattern 1 5.00 0.00 .. 5.00 fill 2 2.50 5.00 .. 7.50 fill i 3 - 7.50 .. x till i Terrain profile Coordinates Depth No. x [ft] z [ft] 1 0.00 0.00 2 6.00 0.00 3 31.00 -12.50 I 4 32.00 -12.50 Origin [0,0] is located in upper right edge of construction. Positive coordinate +z has downward direction. f Water influence Ground water table is located below the structure. Input surface surcharges j No. Surcharge Action Mag.1 Mag.2 Ord.x Length Depth new change [Ibf/ft2] [Ibf/ft2] x [ft] IN z [ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 [Redi-Rock-Redi-Rock Wall t(32 bit)I version 6.2022.42.0 1 copyright©2022 Fine spol.s r.o.All Rights Reserved I www.finesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.comi www.redi-rock.coml Olympic Sunset WRJ Resistance on front face of the structure Resistance on front face of the structure is not considered. Earthquake Factor of horizontal acceleration Kh = 0.2260 Factor of vertical acceleration Kv = 0.0000 Water below the GWT is restricted. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -3.44 2885.6 2.54 1.000 Earthq.-constr. 681.4 -3.69 0.0 2.56 1.000 I Weight-earth wedge 0.0 -1.48 62.2 4.58 1.000 Earthquake-soil wedge 14.1 -1.48 0.0 4.58 1.000 Weight-earth wedge 0.0 -3.11 113.6 3.83 1.000 Earthquake-soil wedge 25.7 -3.11 0.0 3.83 1.000 Active pressure 988.9 -2.89 1396.2 4.40 1.000 Earthq.-act.pressure 835.7 -4.25 722.5 4.14 1.000 foundation 69.0 -0.23 33.7 5.00 1.000 Verification of complete wall Check for overturning stability Resisting moment Mrs = 17332.3 Ibfft/ft Overturning moment Movr = 9035.6 Ibfft/ft Safety factor= 1.92 > 1.10 Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 4699.37 Ibf/ft Active horizontal force Hact = 2614.77 Ibf/ft Safety factor= 1.80 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -3.37 2195.6 1.55 1.000 Earthq.-constr. 541.6 -3.51 0.0 1.57 1.000 Weight-earth wedge 0.0 -2.03 99.9 2.82 1.000 Earthquake-soil wedge 22-6 -2.03 0.0 2.82 1.000 4 [Redi-Rock-Redi-Rock Wall*(32 bit)I version 5.2022.42.0 1 Copyright @ 2022 Fine spol.s r.o.All Rights Reserved I www.finesottware.eu[ [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www redi-rock.com] i Olympic Sunset I W RJ I { Name Fhor App.Pt. Fvert App.Pt. Design I [Ibf/ft] z IN [Ibf/ft] x [ft] coefficient j Active pressure 768.4 -2.39 808.8 3.05 1.000 I Earthq.- act.pressure 565.9 -3.75 406.0 2.95 1.000 I foundation 0.0 -7.50 0.0 2.88 1.000 Verification of block No. 1 I Check for overturning stability 1 Resisting moment Mres = 7343.8 Ibfft/ft Overturning moment Movr = 5907.0 Ibfft/ft Safety factor= 1.24 > 1.10 Joint for overturning stability is SATISFACTORY Check for slip Resisting horizontal force Hres = 2842.62 Ibf/ft I Active horizontal force Hact = 1898.55 Ibf/ft I Safety factor= 1.50 > 1.10 Joint for verification is SATISFACTORY Bearing capacity of foundation soil Design load acting at the center of footing bottom Moment Norm.force Shear Force Eccentricity Stress No. [Ibfft/ft] [lbflft] [Ibf/ft 1 4737.5 5213.70 2614.77 0.182 1638.2 Service load acting at the center of footing bottom { Moment Norm.force Shear Force No. [Ibfft/ft] [Ibf/ft] [Ibf/ft] 1 4737.5 5213.70 2614.77 I 1 i I I i I I 5 (Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spol.s r.o.All Rights Reserved I www.finesoRware.eul (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com) • . i Olympic Sunset W RJ Analysis of Redi Rock wall Input data Project Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 Project number 11596 Settings NCMA- SRW Design Manual (12) Wall analysis Verification methodology: Safety factors (ASD) j Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani(Rankine) Earthquake analysis: NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability: Standard -straight slip surface Reduction coeff. of contact first block-base : 1.00 Safety factors Permanent design situation Safety factor for overtuming : SF,= 1.10 [-] Safety factor for sliding resistance : SFs= 1.10 [-] - i Safety factor for bearing capacity : SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement: SFsf= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] f Safety factor for pull out resistance of geo-reinf. : SFpo= 1.10 [-] Safety factor for connection strength : SFcon = 1.10 [-] Blocks Height Width Unit weight No. Description h [in] w[in] y [pcf] 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 1 (Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright©2022 Fine spot.s r.o.All Rights Reserved I www.finesohware.aul (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com) Olympic Sunset WRJ Min.shear Max. shear strength strength Friction No. Description 9 9 Fmin [Ibf/ft] Finax [Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 ! 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback s [in] ! 1 0.010 2 0.375 3 1.625 4 9.375 I 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 41 1 1.62 I 2 Block 28 4 - ! Base Geometry Upper setback at = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 5.00 ft Material ' Soil creating foundation-fill Basic soil parameters I No. Name Pattern �Pef cef Y Ysu b [°] [psf] [pcf] [pcf] [°] 1 fill 39.00 0.0 138.00 77.50 26.25 2 till 39.00 150.0 138.00 77.50 26.00 All soils are considered as cohesionless for at rest pressure analysis. 2 [Redi-Rock-Redi-Rode wall+(32 bit)I version 5.2022.42.0 1 copyright©2022 Fine spot s r.o.All Rights Reserved I www.frnesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.comj i • l Olympic Sunset WRJ r Soil parameters fill Unit weight: y = 138.0 pcf j Stress-state : effective i Angie of internal friction : (Pef = 39.00° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25° Saturated unit weight: Ysat= 140.0 pcf F 't till Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : (Pef = 39.00° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : 6 = 26.00° i Saturated unit weight: Ysat= 140.0 pcf l I Backfill Assigned soil : fill Slope=45.00 ° ) Geological profile and assigned soils Thickness of layer Depth No. t[ft] z [ft] Assigned soil Pattern i 1 5.00 0.00 .. 5.00 fill 1 2 2.50 5.00 .. 7.50 fill 3 - 7.50 .. x till Terrain profile Coordinates Depth No. x[ft] z [ft] 1 0.00 0.00 { 2 6.00 0.00 3 31.00 -12.50 4 32.00 -12.50 j Origin [0,01 is located in upper right edge of construction. ! t Positive coordinate +z has downward direction. Water influence i Ground water table is located below the structure. Input surface surcharges Surcharge Mag.1 Mag.2 Ord.x Length Depth No. new change Action [Ibf1ft2] [Ibffft2] x[ft] I [ft] z[ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022 42-0 1 Copyright©2022 Fine spol.s r.o.All Rights Reserved i WWW finesottware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml W .redi-rock.coml I ( Olympic Sunset j W RJ _ I Resistance on front face of the structure Resistance on front face of the structure is not considered. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 i I Forces acting on construction r Name Fhor App.Pt. Fvert App.Pt. Design ' [Ibf/ft] z [ftj [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -3.44 2885.6 2.54 1.000 Weight-earth wedge 0.0 -1.48 62.2 4.58 1.000 Weight-earth wedge 0.0 -3.11 113.6 3.83 1.000 Active pressure 988.9 -2.89 1396.2 4.40 1.000 foundation 69.0 -0.23 33.7 5.00 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 14342.7 Ibfft/ft II Overturning moment Movr = 2869.7 Ibfft/ft I I Safety factor= 5.00 > 1.10 Wall for overturning is SATISFACTORY Check for slip ` Resisting horizontal force Hres = 4386.91 Ibf/ft Active horizontal force Hact = 1057.91 Ibf/ft Safety factor=4.15 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -3.37 2195.6 1.55 1.000 ; Weight-earth wedge 0.0 -2.03 99.9 2.82 1.000 i Active pressure 768.4 -2.39 808.8 3.05 1.000 foundation 0.0 -7.50 0.0 2.88 1.000 i Verification of block No. 1 Check for overturning stability Resisting moment Mres = 6146.3 Ibfft/ft Overturning moment Movr = 1836.8 Ibfft/ft i Safety factor= 3.35 > 1.10 Joint for overturning stability is SATISFACTORY Check for slip 4 [Redi-Rock-Redi-Rock wall*(32 bit)I version 5.2022.42.0 1 Copyright a 2022 Fine spot s r.o.All Rights Reserved I www.finesottware.eu] (Redi-Rock International (231)237-9500 ext 30101 engineering@redi-roc k.comi www.redi-rock.com) i n Olympic Sunset W RJ If I Resisting horizontal force Hres = 2513.85 Ibf/ft j Active horizontal force Hect = 768.44 Ibf/ft i Safety factor= 3.27 > 1.10 Joint for verification is SATISFACTORY I Bearing capacity of foundation soil Desi n load acting at the center of footing bottom Moment Norm.force Shear Force Eccentricity Stress No. [I bfft/ft] [Ibf/ft] [Ibf/ft] H [psf] j 1 -244.9 4491.22 1057.91 0.000 898.2 Service load acting at the center of footing bottom No. Moment Norm.force Shear Force [I bfft/ft] [Ibf/ft] [Ibf/ft] 1 -244.9 4491.22 1057.91 i I I 1 I I 5 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright O 2022 Fine spot.s r.o.All Rights Reserved I www.finesottware.eu[ [Redi-Rock International 1(231)237-9500 ext 30101 engineerirg@redi-rock.coml www.redi-rock.corn) Olympic Sunset It f WRJ 1 Name : Stage-analysis : 1 -1 I i `i I 1 i 1 i ] I � f I 1 'r.LN i I - I � I 1 i w I i • (Redi-Rock-Redi-Rock Wall*(32 hit)I version 5.2022.42.0 1 Copyright©2022 Fine spot s r.o.All Rights Reserved I www.finesoRware.eu] (Redi-Rock International 1(231)237-9500 ezt 30101 engineering@redi-rock.coml www.redi-rock.com] i 1 Olympic Sunset - I W RJ I Analysis of Redi Rock wall Input data Project Task : Olympic Sunset Description Redi Rock Wall Customer : Harbor Homes Author WRJ Date 3/3/2022 Project number 11596 Settings NCMA-SRW Design Manual (12) i Wall analysis Verification methodology". Safety factors (ASD) i Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis '. NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity ., 0.333 I Internal stability: Standard -straight slip surface Reduction coeff. of contact first block-base : 1.00 1 Safety factors Permanent design situation Safety factor for overturning : SFo= 1.10 [-] Safety factor for sliding resistance : SFS= 1.10 Safety factor for bearing capacity : SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement: SFsr= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SFpo= 1.10 [-] Safety factor for connection strength : SFcon = 1.10 [-] Blocks No. Description Height Width Unit weight h [in] w [in] Y[pcf] 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 I 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright 02022 Fine spol.s r.o.All Rights Reserved I www.finesoltware.eul [Redi-Rock International 1(231)237-9500 ezt 30101 engineering@redi-rock.coml www.redi-rock.coml ! jk ' t t I Olympic Sunset W RJ I Min.shear Max. shear I strength strength Friction j No. Description 9i Fmin [Ibf/ft] Finax [Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 3 Block 60 6061.00 11276.00 44.00 j 4 Top block 24 straight 6061.00 11276.00 44.00 t 5 Planter 41 6061.00 11276.00 44.00 6 Planter 60 6061.00 11276.00 44.00 i 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 i 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 t Setbacks No. Setback i s [in] 1 0.010 2 0.375 3 1.625 4 9.375 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 41 1 1.62 2 Block 28 5 - Base Geometry Upper setback a, = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft I Width b = 5.00 ft Material Soil creating foundation -fill Basic soil parameters j No. Name Pattern Vef cet y Vsu b Cl [psfl [Pcfl [pcfl [°l 1 fill 39.00 0.0 138.00 77.50 26.25 i 2 till 39.00 150.0 138.00 77.50 26.00 All soils are considered as cohesionless for at rest pressure analysis. 2 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright®2022 Fine spot s r.o.All Rights Reserved I www.Iiinesoftware.eu] (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.comi www.redi-rock.comj i t • i Olympic Sunset W RJ i Soil parameters fill l Unit weight: y = 138.0 pcf [ Stress-state : effective Angle of internal friction : cpef = 39.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : b = 26.25 ° Saturated unit weight: Ysat= 140.0 pcf ! 1 till Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : Tef = 39.000 I Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : 6 = 26.00 ° Saturated unit weight : ysat= 140.0 pcf Backfill Assigned soil : fill ' Slope= 45.00° Geological profile and assigned soils Thickness of layer Depth No. t[ft] z [ft] Assigned soil Pattern 1 5.00 0.00 .. 5.00 fill 2 4.00 5.00 .. 9.00 fill 3 - 9.00 .. x till Terrain profile { Coordinates Depth No. x[ft] z[ft] 1 0.00 0.00 2 6.00 0.00 3 31.00 -12.50 4 32.00 -12.50 i Origin [0,01 is located in upper right edge of construction. Positive coordinate +z has downward direction. Water influence Ground water table is located below the structure. Input surface surcharges Surcharge Mag.1 Mag.2 Ord.x Length Depth No. new change Action [Ibf/ft2] [Ibf/ft2] x [ft] I [ft] z [ft] i 1 Yes permanent 2000.00 10.00 1.33 1.50 i No. Name 1 foundation t 3 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0[Copyright 0 2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rock International;(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com) • - i Olympic Sunset WRJ Resistance on front face of the structure Resistance on front face of the structure is not considered_ Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z[ft] [Ibf/ft] x[ft] coefficient Weight-wall 0.0 A.14 3305.6 2.57 1.000 Weight-earth wedge 0.0 -1.50 64.5 4.58 1.000 Weight-earth wedge 0.0 -3.12 117.1 3.83 1.000 Active pressure 1471.1 -3.20 1939.7 4.37 1.000 foundation 219.4 -0.86 214.5 4.86 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 18771.4 Ibfft/ft Overturning moment MOvr = 4894.9 Ibfft/ft Safety factor= 3.83 > 1.10 Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 5306.23 Ibf/ft Active horizontal force Hact = 1690.48 Ibf/ft Safety factor= 3.14 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibflft] x [ft] coefficient Weight-wall 0.0 -4.10 2615.6 1.59 1.000 Weight-earth wedge 0.0 -2.05 104.0 2.82 1.000 Active pressure 1156.6 -2.77 1168.1 3.04 1.000 foundation 146.9 -0.48 72.4 3.38 1.000 Verification of block No. 1 Check for overturning stability Resisting moment Mres = 8251.2 Ibfft/ft Overturning moment Movr = 3271.2 Ibfft/ft Safety factor= 2.52 > 1.10 Joint for overturning stability is SATISFACTORY Check for slip 4 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 copyright©2022 Fine spot.s r.o.All Rights Reserved I www.rinesoflware.eu) [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www,redi-rock.com) J Olympic Sunset W RJ #( I Resisting horizontal force Hres = 3206.89 Ibf/ft Active horizontal force Hact = 1303.52 Ibf/ft [ i Safety factor=2.46 > 1.10 l Joint for verification is SATISFACTORY I Bearing capacity of foundation soil Desi n load acting at the center of footing bottom Moment Norm.force Shear Force Eccentricity Stress No. [Ibfft/ft] [Ibf/ft] [Ibf/ft] H [psf] 1 227.0 5641.38 1690.48 0.008 1146.7 I Service load acting at the center of footing bottom ' Moment Norm.force Shear Force No. [Ibfft/ft] [Ibf/ft] [Ibf/ft] 1 227.0 5641.38 1690.48 1 I I l I I I i i i I i 5 [Redi-Rock-Redi-Rock Wall*(32 bit)I version 5.2022.42.0 1 Copyright 0 2022 Fine spot.s r.o.All Rights Reserved I www.finesoHware.eu[ [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml w xedi-rock.com[ • - I Olympic Sunset WRJ • i Analysis of Redi Rock wall Input data Project Task : Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 Project number : 11596 1 Settings NCMA-SRW Design Manual (12) Wall analysis Verification methodology : Safety factors (ASD) Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis : NCMA-SRW Shape of earth wedge '. Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard -straight slip surface Reduction coeff. of contact first block- base : 1.00 Safety factors I Permanent design situation Safety factor for overturning : SF,= 1.10 [-] Safety factor for sliding resistance : SFs= 1.10 [-] Safety factor for bearing capacity : SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement: SFsr= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SFpo= 1.10 [-] , Safety factor for connection strength : SFcon= 1.10 [-] Blocks Height Width Unit weight No. Description ' h [in] w [in] Y [pcf] 1 Block 28 18.00 28.00 120.00 [ 2 Block 41 18.00 40.50 120.00 s 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 I 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 I 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 t [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.D I Copyright m 2022 Fine spol.s r.o.All Rights Reserved I www.finesokware.euj ! [Redi-Rock international i(231)237-9500 ext 3010i engineering@redi-rock.coml wwW.redi-rock.com) I Olympic Sunset ! i W RJ I Min.shear Max.shear Friction • No. Description strength strength Fmin [Ibf/ft] Finax [Ibf/ft] f[°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback � s [in] 1 0.010 2 0.375 3 1.625 ! 4 9.375 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 41 1 1.62 2 Block 28 5 - Base Geometry Upper setback at = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 5.00 ft Material Soil creating foundation -fill Basic soil parameters No. Name Pattern �Pef cet Y Ysu b [°l [psf] [pcf] [pcfl [°l 1 fill 39.00 0.0 138.00 77.50 26.25 2 till 39.00 150.0 138.00 77.50 26.00 All soils are considered as cohesionless for at rest pressure analysis. 2 lRedi-Rock-Redi-Rock Wall-(32 bit)1 version 5.2022+42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I wwwAnesoftware.eul lRedi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.coml VVRJ Olympic Sunset j 1{ I Soil parameters i fill ! Unit weight: y = 138.0 pcf I Stress-state : effective I Angle of internal friction Pef = 39.00 Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25 ° Saturated unit weight: ysat = 140.0 pcf ! t till Unit weight: y = 138.0 pcf Stress-state : effective I Angle of internal friction : T,f = 39.00° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : b = 26.00 ° I Saturated unit weight: ysat= 140.0 pcf i Sackfill Assigned soil : fill ! Slope=45.00 ° I Geological profile and assigned soils Thickness of layer Depth No. t[ft] z[ft] Assigned soil Pattern 1 5.00 0.00 .. 5.00 fill I • 2 4.00 5.00 .. 9.00 fill 3 - 9.00 .. x till Terrain profile , I No. Coordinates Depth [ I x [ft] z [ft] i 1 0.00 0.00 f 2 6.00 0.00 ! 3 31.00 -12.50 4 32.00 -12.50 Origin [0,01 is located in upper right edge of construction. Positive coordinate +z has downward direction. Water influence Ground water table is located below the structure. Input surface surcharges Surcharge Mag.1 Mag.2 Ord.x Length Depth No. new change Action [Ibf/ft2] [Ibf/ftz] x [ft] IN z[ft] 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright 0 2022 Fine spot s r.o.All Rights Reserved I www.lineso(tware.eul [Redi-Rock International 1(231)237-9500 ezt 30101 engineering@redi-rock.coml www.redi-rock.com[ Olympic Sunset WRJ Resistance on front face of the structure Resistance on front face of the structure is not considered. Earthquake Factor of horizontal acceleration Kh = 0.2260 Factor of vertical acceleration Kv = 0.0000 Water below the GWT is restricted. Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce j Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design i [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -4.14 3305.6 2.57 1.000 Earthq.-constr. 779.2 -4.40 0.0 2.60 1.000 Weight-earth wedge 0.0 -1.50 64.5 4.58 1.000 Earthquake-soil wedge 14.6 -1.50 0.0 4.58 1.000 Weight-earth wedge 0.0 -3.12 117.1 3.83 1.000 j Earthquake-soil wedge 26.5 -3.12 0.0 3.83 1.000 Active pressure 1471.1 -3.20 1939.7 4.37 1.000 Earthq.-act.pressure 1283.6 -5.00 974.7 4.13 1.000 foundation 219.4 -0.86 214.5 4.86 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 22799.9 Ibfft/ft Overturning moment Movr = 14845.7 Ibfft/ft Safety factor= 1.54 > 1.10 I Wall for overturning is SATISFACTORY I Check for slip Resisting horizontal force Hres = 5718.28 Ibf/ft Active horizontal force Hact = 3794.23 Ibf/ft Safety factor= 1.51 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -4.10 2615.6 1.59 1.000 Earthq.-constr. 639.9 -4.25 0.0 1.62 1.000 Weight-earth wedge 0.0 -2.05 104.0 2.82 1.000 Earthquake-soil wedge 23.5 -2.05 0.0 2.82 1.000 4 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42+0 1 Copyright©2022 Fine spot.s r.o.All Rights Reserved I www.finesotlware.eu[ (Redi-Rock Inlemalional 1(231)237-9500 ext 30101 engineering@redi-rock.coml w .redi-rock.com) t Olympic Sunset WRJ � f ( Name Fhor App.Pt. F1ert App.Pt. Design i [Ibf/ft] z[ft] [Ibf/ft] x [ft] coefficient Active pressure 1156.6 -2.77 1168.1 3.04 1.000 Earthq.-act.pressure 932.4 -4.50 596.2 2.97 1.000 foundation 146.9 -0.48 72.4 3.38 1.000 Verification of block No. 1 j Check for overturning stability Resisting moment Mres = 10024.6 Ibfft/ft Overturning moment Mow = 10234.4 Ibfft/ft Safety factor= 0.98 < 1.10 Joint for overturning stability is NOT SATISFACTORY i Check for slip Resisting horizontal force Hres = 3689.70 Ibf/ft Active horizontal force Hact = 2899.31 Ibf/ft I Safety factor= 1.27 > 1.10 Joint for verification is SATISFACTORY Bearing capacity of foundation soil Desicin load acting at the center of footing bottom i Moment Norm.force Shear Force Eccentricity Stress No. [Ibfft/ft] [Ibflft] [Ibf/ft] H [psf] 1 8586.0 6616.09 3794.23 0.260 2751.5 Service load acting at the center of footing bottom No. Moment Norm.force Shear Force [Ibfft/ft] [Ibf/ft] [Ibf/ft] 1 8586.0 6616.09 3794.23 I I i I i i i I . 5 [Redi-Rock-Redi-Rock Wall*(32 bit)I version 5.2022.42.0 1 copyright 9 2022 Fine spol.s r.o.All Rights Reserved I www.f nesoftware.eu) [Redi-Rock International 1(231)237-9500 ext 3010 engineering@redi-mck.coml www.redi-rock.com) I I ��,��r����'�13,� � ,�Tr'����'' "��#'�1�'y'�'����� �i"d1��Iu �+� �s s?1°L ^ xa•, �t�if,y a. t in "r i 1 1 � r i Kte Now K e 1 1 3 1 11 • 1,1 - i j Olympic Sunset W RJ Analysis of Redi Rock wall 1 Input data Project I Task Olympic Sunset Description Redi Rock Wall Customer Harbor Homes Author WRJ Date 3/3/2022 I Project number 11596 Settings NCMA-SRW Design Manual (12) I Wall analysis Verification methodology : Safety factors(ASD) Active earth pressure calculation : Coulomb j Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis : NCMA-SRW Shape of earth wedge: Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard -straight slip surface Reduction coeff. of contact first block-base : 1.00 j Safety factors Permanent design situation Safety factor for overturning : SFo= 1.10 [-] Safety factor for sliding resistance : SF,= 1.10 [-] Safety factor for bearing capacity : SFb= 1.10 Safety factor for sliding along geo-reinforcement : SFSr= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-1 Safety factor for pull out resistance of geo-reinf. : SFpo= 1.10 [-] Safety factor for connection strength : SFcon= 1.10 [-] Blocks No. Description Height Width Unit weight h [in] w [in] Y [pcfl 1 Block 28 18.00 28.00 120.00 1 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright O 2022 Fine spol.s r.o.All Rights Reserved I www.fineso(tware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] i Olympic Sunset WRJ Min.shear Max.shear Friction No. Description strength strength Fmin [Ibf/ft] Finax [Ibf/ft] f(°] 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276-00 44.00 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 j 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 I 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 i Setbacks No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 I • 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 60 1 1.62 t 2 Block 41 1 1.62 ` 3 Block 28 5 - Base Geometry Upper setback a, = 0.00 ft j Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 7.00 ft Material I Soil creating foundation -fill Basic soil parameters No. Name Pattern �Pef cer Y Ysu b [°] [psfl [pcfl [pcf] [°] 1 fill ® 39.00 0.0 138.00 77.50 26.25 I 2 till 39.00 150.0 138.00 77.50 26.00 ( 2 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copynght®2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.sul [ [Redi-Rock International 1(231)237-9500 ext 3010l engineering@redi-rock.coml www.redi-rock.coml j i Olympic Sunset W RJ I t i 1 All soils are considered as cohesionless for at rest pressure analysis. Soil parameters fill 1 I Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : (Pef = 39.00° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 26.25° I Saturated unit weight: Ysat= 140.0 pcf till Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : (Pef = 39.00° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : 5 = 26.00° Saturated unit weight : Ysat = 140.0 pcf Backfill Assigned soil : fill Slope=45.00 ° Geological profile and assigned soils Thickness of layer Depth ' No. t [ft] z [ft] Assigned soil Pattern 1 5.00 0.00 .. 5.00 fill 2 5.00 5.00 .. 10.00 fill 3 - 10.00 .. 00 till Terrain profile Coordinates Depth No. x [ft] z [ft] 1 0.00 0.00 2 6.00 0.00 iI 3 31.00 -12.50 4 32.00 -12.50 Origin [0,0] is located in upper right edge of construction. Positive coordinate +z has downward direction. Water influence Ground water table is located below the structure. Input surface surcharges No. Surcharge Action Mag.1 Mag.2 Ord.x Length Depth new change [Ibf/ft2] [Ibf/ft2] x [ft] IN z IN 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 [Redi-Rock-Redi-Rock Waft+(32 bit)1 version 5.2022.42.0 1 Copyright©2022 Fine spot s r.o.All Rights Reserved I www.tinesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com(www.redi-rock.com) I r Olympic Sunset W RJ e I Resistance on front face of the structure Resistance on front face of the structure is not considered. j Earthquake Factor of horizontal acceleration Kh = 0.2260 Factor of vertical acceleration Kv = 0.0000 Water below the GWT is restricted. Settings of the stage of construction i t Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x [ft] coefficient I Weight-wall 0.0 A.27 4556.6 3.06 1.000 Earthq.-constr. 1062.1 A-58 0.0 3.04 1.000 Weight-earth wedge 0.0 -4.46 1224.9 4.95 1.000 Earthquake-soil wedge 276.8 -4.46 0.0 4.95 1.000 Active pressure 2227.1 -3.80 3456A 5.91 1.000 4 i Earthq.-act.pressure 2223.2 -5.75 2889.7 5.31 1.000 foundation 309.6 -1.60 388.2 6.59 1.000 ! Verification of complete wall Check for overturning stability Resisting moment M,s = 58316.5 Ibfft/ft Overturning moment Movr = 27832.5 Ibfft/ft Safety factor=2.10 > 1.10 Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 10865.72 Ibf/ft Active horizontal force Hact = 6098.77 Ibf/ft j Safety factor= 1.78 > 1.10 j Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction , Name Fhor App.Pt. Fvert App.Pt. Design j [Ibf/ft] z [ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -4.28 3590.6 1.94 1.000 Earthq.-constr. 863.7 -4.52 0.0 1.94 1.000 I Weight-earth wedge 0.0 -3.49 693.3 3.60 1.000 i Earthquake-soil wedge 156.7 -3.49 0.0 3.60 1.000 Active pressure 1816.0 -3.32 2467.2 4.20 1.000 Earthq.-act.pressure 1606.0 -5.25 1741.7 3.79 1.000 i 4 I i 1 ]Redi-Rock-Redi-Rock Wall (32 tit)I version 5.2022.42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesohware.eu] i (Redi-Rock International 1(231)237-9500 e)d 30101 engineering(,redi-rock.coml www.redi-rock.com] I III W RJ Olympic Sunset Name Fhor App.Pt. Fvert App.Pt. Design i . [Ibflft] z[ftj [Ibflft] x IN coefficient i foundation 277.7 -1.11 238.8 4.89 1.000 Verification of block No. 1 j t Check for overturning stability Resisting moment Mres = 27560.3 Ibfft/ft Overturning moment Mow = 19226.3 Ibfft/ft Safety factor= 1.43 > 1.10 Joint for overturning stability is SATISFACTORY Check for slip Resisting horizontal force Hres = 7070.70 Ibf/ft Active horizontal force Hact = 4719.94 Ibf/ft Safety factor= 1.50 > 1.10 Joint for verification is SATISFACTORY Bearing capacity of foundation soil Design load acting at the center of footinA bottom Moment Norm.force Shear Force Eccentricity Stress No. Ibfft/ft[ ] [Ibf/ft] [Ibf/ft] [—J [psf] 1 13321.0 12515.71 6098.77 0.152 2569.3 Service load acting at the center of footing bottom No. Moment Norm.force Shear Force [Ibfft/ft] [Ibf/ft] [Ibf/ft] 1 13321.0 12515.71 6098.77 I i t { I I i . i 5 i (Red(-Rock-Redi-Rock Wall (32 bit)I version 5.2022,42.0 1 Copyright m 2022 Fine spot.s r.o.All Rights Reserved I www.bneso@ware.eu( (Redi-Rock International',(231)237-9500 ext 30101 engineering@redi-rock.comi www.redi-rock.com) Olympic Sunset W RJ r Analysis of Redi Rock wall Input data Project Task Olympic Sunset Description Redi Rock Wall i Customer Harbor Homes Author WRJ i Date 3/3/2022 Project number : 11596 I Settings NCMA- SRW Design Manual (12) Wall analysis Verification methodology : Safety factors (ASD) I Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis: NCMA-SRW Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard -straight slip surface Reduction coeff. of contact first block-base : 1.00 Safety factors i Permanent design situation Safety factor for overturning : SF,= 1.10 [-] Safety factor for sliding resistance : SF,= 1.10 Safety factor for bearing capacity : SFb= 1.10 [-] Safety factor for sliding along geo-reinforcement: SF,,= 1.10 [-] Safety factor for geo-reinforcement strength : SFst= 1.10 [-] Safety factor for pull out resistance of geo-reinf. : SFpo = 1.10 [-] Safety factor for connection strength : SFcon = 1.10 [-] Blocks I No. Description Height Width Unit weight h [in] w [in] Y[pcf] 1 Block 28 18.00 28.00 120.00 2 Block 41 18.00 40.50 120.00 3 Block 60 18.00 60.00 130.00 I 4 Top block 24 straight 18.00 24.00 108.00 5 Planter 41 18.00 40.50 120.00 6 Planter 60 18.00 60.00 112.00 I 7 Top block 28 18.00 28.00 120.00 8 Top block 41 18.00 40.50 120.00 9 Top block 24 straight garden 18.00 24.00 80.00 t 10 Block R-5236 HC 36.00 52.00 110.010 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 13 Block R-41 HC 18.00 40.50 110.00 I 1 ! I [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0 1 Copyright 02022 Fine spot.s r.o.All Rights Reserved I www.finesokware.euj I (Redi-Rock International i(231)237-9500"30101 engineering@redi-rock.coMl www.redi-rock.comr Olympic Sunset E I i ti Min. shear Max.shear No. Description strength strength Friction ; Fmin [Ibf/ft] Finax [Ibf/ft] f[°] f 1 Block 28 6061.00 11276.00 44.00 2 Block 41 6061.00 11276.00 44.00 i 3 Block 60 6061.00 11276.00 44.00 4 Top block 24 straight 6061.00 11276.00 44.00 5 Planter 41 6061.00 11276.00 44.00 6 Planter 60 6061.00 11276.00 44.00 7 Top block 28 6061.00 11276.00 44.00 8 Top block 41 6061.00 11276.00 44.00 9 Top block 24 straight garden 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 1 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 60 1 'ITT 2 Block 41 1 1.62 3 Block 28 5 - Base Geometry II Upper setback at = 0.00 ft Lower setback a2 = 1.00 ft Height h = 1.00 ft Width b = 7.00 ft Material Soil creating foundation -fill Basic soil parameters No. Name Pattern Tef fief Y Ysu b ' [°l [psfl [peel [pcf] [°l i 1 fill 39.00 0.0 138.00 77.50 26.25 2 till 39.00 150.0 138.00 77.50 26.00 i 2 [Redi-Rock-Redi-Rock Wall.(32 bit)1 version 5.2022.42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesohware.eu) i (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.radi-rock.com) i i i Olympic Sunset ! W RJ " All soils are considered as cohesionless for at rest pressure analysis. Soil parameters j fill Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : (pet = 39.00° Cohesion of soil : cef = 0.0 psf i Angle of friction struc.-soil : 6 = 26.25° Saturated unit weight: Ysat= 140.0 pcf till Unit weight: y = 138.0 pcf Stress-state : effective Angle of internal friction : (Pef = 39.00° Cohesion of soil : cef = 150.0 psf Angle of friction struc.-soil : i5 = 26.00° j Saturated unit weight: Ysat= 140.0 pcf i i ( Backfill Assigned soil : fill Slope= 45.00 ° I Geological profile and assigned soils Thickness of layer Depth j No. t [ft] z [ft] Assigned soil Pattern i i 1 5.00 0.00 .. 5.00 fill 2 5.00 5.00 .. 10.00 fill i 3 - 10,00 .. x till Terrain profile i Coordinates Depth No. x [ft] z [ft] 1 0.00 0.00 2 6.00 0.00 I 3 31.00 -12.50 i 4 32.00 -12.50 ' i Origin [0,0] is located in upper right edge of construction. Positive coordinate +z has downward direction. Water influence Ground water table is located below the structure. Input surface surcharges No. Surcharge Action Mag.1 Ill Ord.x Length Depth ! new change [Ibf/ft2] [Ibf/ft2] x[ft] I [ft] z IN ! 1 Yes permanent 2000.00 10.00 1.33 1.50 No. Name 1 foundation 3 [Redi-Rock-Redi-Rock Wall+(32 bit)I version 5.2022.42.0!Copyright©2022 Fine spol.s r.o.All Rights Reserved!www.finesottware.eul i [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] ! Olympic Sunset W RJ t Resistance on front face of the structure i i Resistance on front face of the structure is not considered. j Settings of the stage of construction Design situation : permanent Reduction of soil/soil friction angle : do not reduce Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z IN [Ibf/ft] x IN coefficient Weight-wall 0.0 -4.27 4556.6 3.06 1.000 Weight-earth wedge 0.0 -4.46 1224.9 4.95 1.000 Active pressure 2227.1 -3.80 3456.4 5.91 1.000 f foundation 309.6 -1.60 388.2 6.59 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 42961.0 lbfft/ft Overturning moment Movr = 8949.9 Ibfft/ft ` Safety factor=4.80 > 1.10 Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 8845.02 Ibf/ft Active horizontal force Ha,t = 2536.68 Ibf/ft - l I Safety factor= 3.49 > 1.10 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY I , Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z IN [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -4.28 3590.6 1.94 1.000 Weight-earth wedge 0.0 -3.49 693.3 3.60 1.000 Active pressure 1816.0 -3.32 2467.2 4.20 1.000 I foundation 277.7 -1.11 238.8 4.89 1.000 ` Verification of block No. 1 iI Check for overturning stability Resisting moment Mies = 20965.4 Ibfft/ft Overturning moment Movr = 6345.2 lbfft/ft i i Safety factor= 3.30 > 1.10 Joint for overturning stability is SATISFACTORY Check for slip Resisting horizontal force Hres = 5660.29 Ibf/ft i 4 (Redi-Rock-Redi-Rock Wall+(32 hit)I version 5.2022.42.0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eul [Redi-Rock International 1(231)237-9500 eat 30101 engineering@redi-rock.coml www.redi-rock.cwml 1 i Olympic Sunset ! WRJ I Active horizontal force Hact = 2093.60 Ibf/ft i Safety factor= 2.70 > 1.10 I Joint for verification is SATISFACTORY Bearing capacity of foundation soil j Desi n load acting at the center of footing bottom Moment Norm.force Shear Force Eccentricity Stress No. [Ibfftift] [Ibf/ft] [Ibf/ft] [—] [psf] 1 -320.0 9626.05 2536.68 0.000 1375.1 Service load acting at the center of footing bottom ' Moment Norm.force Shear Force No. [Ibfft/ft] [Ibf/ft] [Ibflft] 1 -320.0 9626-05 2536.68 3 I i I if I I i I I I i I i i • i • 5 1 [Redi-Rock-Redi-Rock Wall+(32 bit)i version 5.2022.42-0 1 Copyright®2022 Fine spot.s r.o.All Rights Reserved I www.finesoftware.euj [Redi-Rock International 1(231)237-950C ext 30101 engineering@redi-rock.cornl www.redi-rock.com]