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069-250-006
069-25_0{006 UlFRwNG WWFAMILY TRUST 11891 5374 TREASURE HILL DR.,ST CONT: BETTER BUILDERSGR�,: VILLL NEW RETAINING WILL �l�wPEi lh '5 NOTES N RESIDENTIAL 069-25-0-006 00-0899 PERMIT NO. . DIERKING.FAMILY TRUST _ 5374,rTREASURE HII.L DR., OROVILLE CONTETTER BUILDERS j NEW' RETAINING WALL 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) f% Signature CHECKED BY V= OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Size -Spacing -Marriage Line 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Drain; MH Test -Fall -Flex Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Cert. of Occupancy 7. Well Clearance 8 Disconnect 8. Utility Clearance FINAL (Plans) OK except #'s 1. Setbacks -Easements Date Soils; Compaction -Structure Stability Card B-1 Date Card B-1 Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blackouts -Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Rott Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (FF.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes ] No/Walks' Yes 0 No/Planters 0 Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 J /j �NO. (Rev. 112/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 069-25-0-006 ZONING BUILDING PERMIT MRKING FAMILY TRUST TELEPHONE 1 589-2574 SO. FT. OCC. BUILDING VALUATION D29"I TH"'OnS DR., RED BLUFF, CA 96080 CONTRACTOR'S NAME BETTER BUILDERS CONSTRUCTION TELEPHONE 589-2574 CONTRACTORS "UNG ADDRESS CONSTRUCTION LENDER LENDER'S MNUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 17.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23-00 BUILDING ADDRESS 5374 TREASURE HILL DR. , Energy Pian Checking Fee $ $ PERMIT FEE $ 60.0 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: BUILD 73' RETAINING WALL 8" to 5' tall Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR UE Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,a and my license is in full force and effect.8 License Class .3,2_*J99S Lic. No. Clw, ERA OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale,— ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 NEW CONST. DWEW EU NG OCCUCUP.SO OR ADDNS. ( & ACC. BLDS. 3.5QFT. g61DT MULTI.OUTLET @7,50 SINPOWERIE APPARATUS G OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 200 I'0° SAL o ,50 Ex. Occup. oFlx�e a= ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier r/►AMCA j MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of_a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date `/'1 7-.?Qm Signatur of pplicant - ❑ Owner CQ" ontractor ❑ Agent An OSHAerrlit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 6 . 0 HAZ. D. FEES IMP I FLOOD I COF P PD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicato above f which fees have ,,OO'' By �`'� PERMIT EXPIRES ON ( K the applicable provisions Resolutions to do work been paid. Date M�DO 0 Date Receipt No. WHITE-D.D.S.-B. ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7.County Center Drive • Oroville, California 95965 • Telephone (530) 538.754 P,r No. 12,35, APPLICATION AND PERMIT 'Q 1 :�SS0RPAAC&NUWUA I2O~NO BUILDING PERMIT X'oN E0. TE aw"c SO. FT. OCC. BUILDING VALUATION fJS ND ADDREsl �O 5?1—Ste/ 1 :0.A..^•9R'! NUAE n r E �u � .C4Gf /off ♦ 11--T,RS "kUNO ADDRESS I "S'R•JCnON ,ENDER NGA.! ;o+S "UNG ADDRESS Fireplace Total Valuation I S ;HESE Cf O0. ENCL NEER IXE/LE NO. Filing Fee S 20.00 arrear OR ENGWEFR9 1AALlNG ADDRESS Permit Fee b Plan -Checking Fee $ - �G CJ►rO ADDRESS _ Energy Plan Checking Fee E $ PERMIT FEE i Nq. I SVBDN6 q1:S N.\lAE PARCEL MAP i PLUMBING PERMIT ( Fling Feel 20.00 Each Trap 7.001 USEOFSTRUCTURE Solar or heat pump water h&_ -ter 1 1 23.00 Duplex ❑ Niobilehome ❑ OtherWater pipingI 15.001 ePeccY Each as water heater or vent 15.00 TYPE OF WORK Gas piping system t - 5 outets 15.001 }w* Add'Rion ❑ Remodel ❑ U iftes ❑ Inst!ikban ❑ Other ❑ Building sewer I 1 15.00 <_scribe Work. ►J,�)rQ r%3 %4 � 11 '111 �U t Agri /li b Mobile Home S G W I Qc 20.00 S ' T �l I DC Dt11T CCC . ELECTRICAL PERMIT Mairi Service 0DDA OR voR,EsSs 20LES Main Service ZOGA TO 10=,k NEW CONST. Owes FJO O=VP. OR ADDNS. a Ant 14 nc Fling Feel 20.00 23.001 46.00 3.50T.I 07.50 aFS10 E o LEr p0. I I 1 Ex. Occup. ( OvTL- OR PKTIAEs t:x. uccU OUTLETS Y6 EA 1 5.001 1 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Wsc. 'Wiring 1 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee20.00 Hestina 6.50 PERMIT FEE I S Mobile Home Installation Fee E Energy Inspection Fee b ocC 001ST. TYPE Q AL FEE .$ 1AAZ I o. PE W► i 5 -t -w0 I cDi PARLI PO I NO I S.. This permit Is hereby sued under the eppfcable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON A ,p A.0 LOT 209 UNIT 4B MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 CANTILEVERED RETAINING WALL DESIGN 4 � hZeZ- -SAY) I- Y\.) L Date: 12/14/98 (2.e -v AA c,,) o) C WALL & FOOTING DATA SOIL DATA VERTICAL LOADS f'c ADJACENT FOOTING Retained Height 4.00 ft AxiaL DL on Stem = 0 plf Wall Ht. above Soil 0.50 ft AxiaL DL on Stem 0 plf Toe Width 0.75 ft ....Eccentricity = 0.00 in HeeL Width 1.75 ft Surcharge over Toe 0.0 psf Total Footing Width = 2.50 ft Surcharge over HeeL 0.0 psf Footing Thickness 15.00 in :1 Vert. Position of Ftg. 0.0 Key Depth 0.00 in 250.0 pcf ...Above/Below:[+/-] = Page: 1 A(- .. LATERAL LOADS Lateral Load Acting on Stem Above SoiL = 040 psf . .:.; AWL LateraL Load _ 0:00 plf Dist to Load Start OOO ft' Dist to Load End Key Width 0.00 in SOIL DATA Heel f'c ADJACENT FOOTING 0 Toe to Key Dist. 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK 0.0 Active Lateral 30.0 pcf Load Eccentricity 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft SoiL to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 413 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 0.0 - Passive Pressure = 195 # Passive Press. = 250.0 pcf ...Above/Below:[+/-] = 0.0 ft - Friction = 434 # SoiL Density = 100.0 pcf Spread Footing ? No Add'L Force Required 0.0 # Soil Ht over Toe = 0.00 in 17.37• in o/c SUMMARY OV- Allowable = 85.0 FOOTING DESIGN # 6 Pressure a Toe = 940.4 psf Soil Press. Mult. Toe Heel f'c 0 0 = 2500 psi Pressure a Heel = 51.3'psf By ACI Eq 9-1 1317 72 psf Fy -9.8 0.0 0.00 40000 psi Allowable Press. 1500'psf Mu -Upward = 335 148 ft-# Min. As Percent 0.00 0.0014 Ecc. of resultant 4.48 in Mu -Downward = 74 483 ft-# Omit SP Under Heel ? No Max. Shear a Toe 0.00 psi Mu -Design 261 -335 ft-# 0.00 0.0 Toe' Heel. 0 Max. Shear a Heel = -0.10 psi one -Way Shear: 0:0 0.0 # 4 a 12.16 11.20 in o/c Allow. Ftg Shear 85.00 psi Actual 0.0 0.1 psi # 5 a 18.84 17.37• in o/c Factors of Safety: OV- Allowable = 85.0 85.0 psi # 6 a 26.75 24.65. in o/c Overturning = 2.52 :1 Cover over Rebar = 3.25 2.25 in # 7 a 36.47 33.61 in o/c Sliding = 1.52 :1 'd' = 11.75 12.75 in # 8 a 48.00 44.26 in o/c BK- Ru = Mu/bd-2 2.1 2.3 psi # 9 a 48.00 48.00 ,in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. Soil over Heel = Soil over Toe = Sloped SoiL a HeeL = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load a Proj. Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure 413.4 1.75 723.5 0 0 0 0 0 0 433.3 1.96 848.6 -23.4 0.42 -9.8 0.0 0.00 . 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0:0 0.0 0.00 0.0 0 0 0 0 0 0 337.5 1.08 365.6 0.0 0.00 0.0 0 0 0 0 0 0 468.7 1.25 585.9 0 0 0 0.0 0.00 0.0 0 0 Totals = 390.0 # Resisting Totals Used For SoiL Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 0 0.0 0.00 713.8 ft-# 1239.6 # 1239.6 # 0.0 1800.2 ft-# 1800.2 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL• ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 CANTILEVERED RETAINING WALL DESIGN (.....continued) Date: 12/14/98 Page: 2 STEM SUMMARY =4`; Top Stem: From 4.00 ft to Top of Wall 8.00in Masonry w/ # 4 8 16.00in, d= 3.75in f'm= i500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall wt.= 75.00psf, ear Embed= 12.Oin Mactual = 0.0 - 521.2ft-# Vactual = 0.00 <= 19.36psi Interaction Value = 0.000 Second Stem From 3.00ft to. 4.00ft 8.00in Masonry w/ # 4 a 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.- 75.00psf, Bar Embed= 12.Oin Mactual = 5.0 - 521.2ft-# Vactual = 0.16 <= 19.36psi Interaction Value = 0.010 Third Stem From 2.00ft to 3.00ft C 8.00in Masonry w/ # 4 a 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 40.0 <= 521.2ft-#, Vactual = 0.66 <= 19.36psi Interaction Value = 0.077 Fourth Stem From 1.00ft to 2.00ft 8.00in Masonry w/ # 4 8 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 135.0 <= 521.2ft-# Vactual = 1.48 - 19.36psi Interaction Value = 0.259 Bottom Stem From O.00ft to 1.00ft 8.00in Masonry w/ # 4 a 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Nall Wt.= 75.00psf, Bar Embed= 6.Oin Mactual = 320.0 <= 521.2ft-# Vactual = 2.63 <= 19.36psi Interaction Value = 0.614 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -06015(() �r 4' RE TAINING WA L L ND )US )US MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 Date: 12/14/98 CANTILEVERED RETAINING WALL DESIGN 5 FOOT FREE STANDING MASONRY RETAINING WALL 1500 PSF SOILS WALL & FOOTING DATA LATERAL LOADS . VERTICAL LOADS - Retained Height 5.00 ft Axial DL on Stem = WaLL Ht. above Soil 0.50 ft Axial DL on Stem = Toe Width = 1.16 ft ....Eccentricity = Heel Width = 2.50 ft Surcharge over Toe = Total Footing Width 3.66 ft Surcharge over Heel = Footing Thickness = 12.00 in 0.00 0.0 Key Depth 0.00 in 0.0 0 Key Width = 0.00 in SOIL DATA Toe to Key Dist. = 0.00 ft ALLowable Bearing = SLIDING CHECK 0.00 Active Lateral = Ftg/Soil Friction 0.35 .....Max Press. _ Soil to Neglect 0.00 in .....Slope Press. _ Lateral Pressure 540 # BackfiLL Slope = - Passive Pressure 150 # Passive Press. _ - Friction 657 # Soil Density = Add'L Force Required 0.0 # Soil Ht over Toe= 0 SUMMARY 0 549.0 1.83 Pressure 2 Toe 681.9 psf SoiL Press. Mult. Toe Pressure 2 Heel 344.5 psf By ACI Eq 9-1 955 Allowable Press. 1500 psf Nu -Upward 609 Ecc. of resultant = 2.41 in Mu -Downward = 141 Max. Shear 8 Toe 3.17 psi Mu -Design 467 Max. Shear a Heel -3.29 psi One -Way Shear: Allow. Ftg Shear 85.00 psi Actual = 3.2 Factors of Safety: Allowable 85.0 overturning 3.85 :1 Cover over Rebar = 3.50 Sliding 1.50 :1 'd' 8.50 Ru = Mu/bd-2 7.2 SUMMARY OF FORCES & MOMENTS Overturning Moments origin of Force... # ft ft-# Active Soil Press. _ Soil over HeeL = Soil over Toe= Sloped Soil 2 Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe= Axial Load on Wall Load 8 Proj. WaLL Averaged Stem Wts. Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure Page: 300.0 100.0 LATERAL LOADS . 1500 psf 0 plf Lateral Load Acting on Load Eccentricity = 0 plf Stem Above So l _ 0.* psf ..:: 0.00 in Add' L Lateral Load.. _ 0`:00` lf;'• 0.0 psf Dist to Load Start' pcf 0.0 psf Dist to Load End ; . = O.00ft •:+`"' ` 300.0 100.0 ADJACENT FOOTING 1500 psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width _ 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert. Position of. Ftg. pcf ...Above/Below:[+/-] _ pcf Spread Footing ? 0.00 in 0.0 FOOTING DESIGN 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No Heel f'c = 2500 -psi 482 psf Fy 40000'. psi 943 ft-# Min. As Percent: 1529 ft-# Omit SP Under Heel. ? No' -586 ft-# Toe . HeeL. # 4 a 19.61 17.54_ in o/c 3.3 psi # 5 a 30.39.. 27.19 in o/c 85.0 psi # 6 a 43.14 38.60 in o/c 2.50 in # 7 e 48.00 48.00 in o/c 9.50 in # 8 @ 48.00 48.00 in o/c 7.2 psi # 9 a 48.00 48.00in o/c Resisting Moments_ # ft ft-# 540.0 2.00 1080.0 0 0 0 0 0 0 916.7 2.74 2514.7 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0 0 0 412.5 1.49 616.0 0.0 0.00 0.0 0 0 0 0 0 0 549.0 1.83 1004.7 0 0 0 0.0 0.00 0.0 0 0 Totals 525.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 0 0.0 0.00 0.0 1075.0 ft-# 1878.2 # 4135.4 ft-# 1878.2 # 4135.4 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 'MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 �p Date: 12/14/98 Page: �o CANTILEVERED RETAINING WALL DESIGN 5 FOOT FREE STANDING MASONRY RETAINING WALL 1500 PSF SOILS (.....continued) STEM SUMMARYi`. Top Stem: From 5.00 ft to Top of Wall 8.00in Masonry w/ 0 4 21 16.00in, d- 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 0.0 <= 521.2ft-# Vactual = 0.00 <= 19.36psi Interaction Value = 0.000 Second Stem From 4.00ft to 5.00ft 8.00in Masonry w/ # 4 e 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, & 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual - 5.0 <= 521.2ft-# Vactual = 0.16 <= 19.36psi Interaction Value = 0.010 Third Stem From 2.00ft to 4.00ft 8.00in Masonry w/ H 4 a 16.00in, d= 3.75in ` f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted,;No Spec. Insp. Wall Wt.= 75.000sf,.Bar Embed= 12.Oin Mactual = 135.0 r 521.2ft-# Vactual - 1.46 <= 19.36psi Interaction Value = 0.259 Fourth Stem From 1.00ft to 2.00ft 8.00in Masonry w/ N 4 21 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 18000.0psi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Nall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 320.0 <= 905.4ft-# Vactual = 2.63 <= 19.36psi Interaction Value = 0.353 Bottom Stem From O.00ft to 1.00ft 8.00in Masonry w/ H 4 @ 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Nall Wt.= 75.00psf, Bar Embed= 6.Oin Mactual = 625.0 <= 905.4ft-N Vactual = 4.11 - 19.36psi Interaction Value = 0.690 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 HORIZONTAL STEEL NO. 4.s AT 24"cc VERTICAL STEEL NO. 4'S A T 16' cc. VERTICAL STEEL AT CENTER NO. 4 DOWELS J 33" AT 16"cc. 16" 14" UN0I5TLJf0E0 61ZOUNO 2" CLR. NO. 4's AT 18" cc. (4) NO. 4's CON TIN. 8 "- COMPACT BACKFILL 90% REL. 1/2" LR. I 0 PROVID DRAINAGE i 3" CLR. 44" 5 FOOT MASONRY RE TA WING WA L L FREESTANDING MICHAEL MOONEY CIVIL, ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 Date: 12/14/98 Page: CANTILEVERED RETAINING WALL DESIGN 6 FOOT FREESTANDING MASONRY RETAINING WALL 150OPSF SOIL WALL & FOOTING DATA 12.00 in Soil over Heel VERTICAL LOADS Key Depth = 9.00 in LATERAL LOADS 0 Retained Height 6.00 ft Axial DL on Stem = 0 plf Lateral Load Acting on = Wall Ht. above Soil 0:50 ft Axial DL on Stem 0 plf Stem Above Soil 0.00 psf. Toe Width = 1.25 ft ....Eccentricity = 0.00 in Add'l Lateral Load 0:00 Plf.. HeeL Width = 2.25 ft Surcharge over Toe 0.0 psf Dist to Load Start = 0.00 It Total Footing Width = 3.50 ft Surcharge over Heel 0.0 psf Dist to Load End 0.00 ft= Footing Thickness 12.00 in Soil over Heel 0 Key Depth = 9.00 in Sloped Soil B Heel 0 Key Width 12.00 in SOIL DATA Toe to Key Dist. = 1.25 ft Allowable Bearing = SLIDING CHECK 0.0 Active Lateral = Ftg/Soil Friction = 0.35 .....Max Press. _ Soil to Neglect 0.00 in .....Slope Press. _ Lateral Pressure = 735 # Backfill Slope = - Passive Pressure = 383 # Passive Press. 0 - Friction 726 # Soil Density = AWL Force Required 0.0 # Soil Ht over Toe= = SUMMARY ft-# Min. As Percent = Pressure @ Toe = 1024.3 psf Soil Press. Mult. Toe Pressure a Heel 161.4 psf By ACI Eq 9-1 = 1434 Allowable Press. 1500 psf Mu -Upward = 1008 Ecc. of resultant = 5.09 in Mu -Downward = 164 Max. Shear a Toe 5.63 psi Mu -Design = 844 Max. Shear a HeeL = -4.55 psi One -Way Shear: 43.96 Allow. Ftg Shear 85.00 psi Actual 5.6 Factors of Safety: psi Allowable = 85.0 Overturning 2.61 :1 Cover over Rebar = 3.25 Sliding = 1.51 :1 'd' 8.75 Ru = Mu/bd-2 12.2 SUMMARY OF FORCES & MOMENTS Overturning Moments Origin of Force... # ft ft-# Active Soil Press. = 735.0 Soil over Heel 0 Soil over Toe -15.0 Sloped Soil B Heel 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel 0 Surcharge over Toe = 0.0 Axial Load on Wall 0 Load a Proj. Wall 0.0 Averaged Stem Wts. 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight 0 Vertical Component pcf of Active Pressupe 0 Totals = 720.0 # 250.0 100.0 1715.0 ADJACENT FOOTING 1500 psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert. Position of Ftg. 0.0 pcf ...Above/BeLow:E+/-7 = 0 pcf Spread Footing ? 0.00 in 0.0 0.00 FOOTING DESIGN 0 Heel 0.0 f'c = 226 psf Fy = 512 ft-# Min. As Percent = 1316 ft-# Omit SP Under HeeL ? -805 ft-# Toe Heel 0 525.0 # 4 a 16.33 14.65 4.6 psi # 5 e 25.31 22.71 85.0 psi # 6 a 35.92 32.23 2.25 in # 7 a 48.00 43.96 9.75 in # 8 2 48.00 48.00 9.4 psi # 9 a 48.00 48.00 - Resisting Moments # ft ft-# 2.33 1715.0 0 0 0 0 0 950.0 2.71 2572.9 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0 0 0 0 0 487.5 1.58 771.9 0.00 0.0 0 0 0 0 0 525.0 1.75 918.7 0 0 112.5 1.75 196.9 Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 0 0 1710.0 ft-# 0.0 0.00 2075.0 # 2075.0 # 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 < .'No.. in o/c in o/c in o/c in o/c in o/c in o/c 0.0 4460.4 f t - # 4460.4 f t - # (continued on next page....) MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 Date: 12/14/98 CANTILEVERED RETAINING WALL DESIGN 6 FOOT FREESTANDING MASONRY RETAINING WALL 150OPSF SOIL (.....continued) STEM SUMMARY Top Stem: From 5.00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin MactuaL = 5.0 <= 521.2ft-# VactuaL = 0.16 <= 19.36psi Interaction Value = 0.010 Second Stem From 4.00ft to 5.00ft 8.00in Masonry w/ # 4 e 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin MactuaL = 40.0 <= 521.2ft-# VactuaL - 0.66 <= 19.36psi Interaction Value = 0.077 .Third Stem From 2.00ft to 4.00ft 8.00in Masonry w/ # 4 a 16.00in, d= 3.75in. f'm= 1500.Opsi, Fs= 18000.0psi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. WeLL.Wt.= 75.00psf, Bar Embed= 12.Oin MactuaL = 320.0 <= 521.2ft-# VactuaL = 2.63 <= 19.36psi Interaction Value .= 0.614 Fourth Stem From 1.00ft to 2.00ft 8.00in Masonry w/ # 4 a 8.00in, d= 5.25in f'm= 1500.Opsi, Fs= 18000.0psi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 14.9in MactuaL = 625.0 <= 1151.5ft-# VactuaL = 4.11 <= 19.36psi Interaction Value = 0.543 Bottom Stem From O.00ft to 1.00ft 8.00in Masonry w/ # 4 e 8.00in, d= 5.25in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 6.Oin MactuaL = 1080.0 - 1151.5ft-# VactuaL = 5.92 <= 19.36psi Interaction Value = 0.938 Page: - 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 COMPACT BACKFILL 3 3/4" CLR- X Q cfl . #4 DOWELS AT 8 cc 33 15" 17 5.. PROVIDE DRAINAGE #4's AT 15"cc 2" CLR. UNDISTURBED GROUND. (4) NO 4's CONTINUOUS 3" CLR t 6" RET 42" A INING- WALL- DETAIL FREESTANDING y h�yY� >•t =til .y='ti. HORIZONTAL STEEL:"�? #4's AT 24"cc VERTICAL STEEL #4's AT 16"cc t 6" RET 42" A INING- WALL- DETAIL FREESTANDING MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 CANTILEVERED RETAINING WALL DESIGN 7 FOOT FREESTANDING RETAINING WALL 1500 PSF SOILS Date: 12/14/98 Page: WALL & FOOTING DATA VERTICAL LOADS 2560.0 LATERAL LOADS 0 Retained Height 7.00 ft AxiaL DL on Stem 0 plf LateraL Load Acting on VerticaL Load . WaIL Ht. above Soil 0.50 ft Axial DL on Stem 0 plf Stem Above Soil _ O.00:psf;-;;., Toe Width =' 1.58•ft ....Eccentricity 0.00 in AWL Lateral: Load _ O OO plf. ;r Heel Width = 2.75 ft Surcharge over Tce' _ 0.0 psf Dist to Loaa•Siait _ 0 OO ft r Total Footing Width = 4.33 ft Surcharge over Heel 0.0 psf Dist to Load End Ftg. CL to Wall Footing Thickness = 12.00 in Lateral Pressure = 960 # Backfill Slope = K D th 12 00 in 0.00 - Passive Pressure = 500 # Passive Press. ey ep Key Width = 12.00 in SOIL DATA 2560.0 ADJACENT FOOTING 0 Toe to Key Dist. = 1.67 ft Allowable Bearing = 1500 psf VerticaL Load . = 0.0 # SLIDING CHECK -15.0 Active Lateral -5.0 30.0 pcf Load Eccentricity 0.0 0.00 in Ftg/Soil Friction 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 960 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 0.00 - Passive Pressure = 500 # Passive Press. = 250.0 pcf ...Above/Below:EF/=J = 0.0 ft - Friction = 936 # Soil Density = 100.0 pcf Spread Footing ? No Add'L Force Required 0.0 # Soil Ht over Toe = 0.00 in 0 648.5 1.97 SUMMARY Added Lateral Load 0.0 0.00 FOOTING DESIGN 0 0 Pressure a Toe = 968.7 psf Soil Press. Mult. Toe Heel f'c = 2500 psi. Pressure a Heel = 266.0 psf By ACI Eq 9-1 = 1356 372 psf Fy _ 40000 psi . Allowable Press. = 1500 psf Mu -Upward 1543 773 ft-# Min. As -Percent _ 0:0014 Ecc. of resultant = 4.93 in Mu -Downward 262 1822 ft-# Omit SP Under HeeL ? .No Max. Shear a Toe = 8.95 psi Mu -Design 1281 -1049 ft-# Toe ' Heel. Max. Shear a Heel = -5.96 psi One -Way Shear: # 4 a 16.81 15.04 in.o/c Allow. Ftg Shear 85.00 psi Actual 8.9 6.0 psi # 5 a 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 a 36.97 33.08 in o/c Overturning 2.84 :1 Cover over Rebar = 3.50 2.50 in # 7 a 48.00 45.11 in o/c Sliding 1.50 :1 'd' 8.50 9.50 in # 8 a 48.00 48.00 in o/c Ru = Mu/bd"2 19.7 12.9 psi # 9 B 48.00 48.00 in -o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. 960.0 2.67 2560.0 0 0 0 Soil over HeeL 0 0 0 1225.0 3.46 4232.4. Soil over Toe = , -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ HeeL 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 0.0 0.00 0.0 Load 2 Proj. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. 0 0 0 648.5 1.97 1280.1 Added Lateral Load 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 649.5 2.17 1406.2 Key Weight 0 0 0 150.0 2.17 325.5 Vertical Component of Active Pressupe 0 0 0 0.0 0.00 0.0 Totals = 945.0 # 2555.0 ft-# 2673.0 # 7244.2 ft-# Resisting Totals Used For Soil Pressure 2673.0 # 7244.2 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 I MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 Date: 12/14/98 Page: W CANTILEVERED RETAINING WALL DESIGN 7 FOOT FREESTANDING RETAINING WALL 1500 PSF SOILS (.....continued) STEM SUMMARY Top Stem: From 5.00 ft to Top of Wall 8.00in Masonry w/ # 4 2 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, ear Embed= 12.Oin MactuaL = 40.0 <= 521.2ft-# Vactual = 0.66 <= 19.36psi Interaction VaLue = 0.077 Second Stem From 4.06ft to 5.00ft 8.00in Masonry w/ # 4 a 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin MactuaL = 135.0 <= 521.2ft-# Vactual = 1.48 <= 1936psi Interaction VaLue = 0.259 Third Stem From 3.00ft to 4.00ft 8.00in Masonry w/ # 4 a 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.- 75.00psf, Bar Embed= 12.Oin MactuaL - 320.0 <_ 521.2ft-# . Vactual = 2.63 <= 1936psi Interaction Value = 0.614 Fourth Stem From 2.00ft to 3.00ft 8.00in Masonry w/ # 4 2 8.00in, d= 3.75in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted;,No Spec. Insp. Hall Wt.= 75.00psf, Bar Embed= 213in MactuaL - 625.0 <= 652.3ft-# Vactual = 4.11 <= 1936psi Interaction Value = 0.958 Bottom Stem From O.00ft to 2.00ft 12.00in Masonry w/ # 4 of 8.00in, d= 9.00in f'm= 1500.Opsi, Fs= 18000.0psi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Nall Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 1715.0 <= 2814.4ft-# VactuaL = 5.28 <= 19 36psi Interaction Value = 0.609 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 VERTICAL STEEL #4's A T 16' cc REBAR CENTERED IN 8" WALL HORIZONTAL STEEL #4's. AT 24"cc #4 CONT. I ►n InICT1 I1DQCn rani inin lJ) ff--5 wive. (2) #4's CONTIN. #4's AT 15"cc 7' RETAINING WALL DETAIL FREESTANDING 'MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 Date: 12/14/98 Page: �.! CANTILEVERED RETAINING WALL DESIGN WALL &FOOTING DATA VERTICAL LOADS k }} LATERAL LOADS Retained Height = 8.00 ft Axial DL on Stem 0 plf Lateral Load Acting on • Wall Ht. above Soil 0.50 ft Axial DL on Stem 0 plf in Stem.Above Soil = 0 OOspsf�„. AWL Leteral Load.. _k0b00plf.h'�} Toe'Width = 1.50 ft ....Eccentricity = 0.00 y 'Heel Width = 3.00 ft Surcharge over Toe 0.0 psf Dist to Load Start Total Footing Width 4.50 ft Surcharge over Heel = 0.0 psf Dist to Load Enda.'..:; Footing Thickness 12.00 in Key Depth = 16.00 in Key Width 14.00 in SOIL DATA ADJACENT FOOTING to Key Dist. 1.67 ft Allowable Bearing 1500 psf Vertical Load 0.0 # .Toe SLIDING CHECK Active Lateral 30.0 pcf Load Eccentricity 0.00 in Ftg/Soil Friction 0.35 .....Max Press. = 0.0 pcf Footing Width 0.00 ft ` Soil to Neglect 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall 0.00 ft Lateral Pressure = 1215 # Backfi.11 Slope = 0.0 :1 Vert. Position of Ftg. - Passive Pressure 681 # Passive Press. = 250.0 pcf ...Above/Below:[+/-3• 0.0 ft - Friction 1141 # Soil Density = 100.0 pcf Spread Footing ? '. No AWL Force Required = 0.0 # Soil Ht over Toe 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1287.6 psf Soil Press. Mult. Toe Heel f'.c _ 2500 psis r: Pressure a Heel = 161:6 psf By ACI Eq 9-1 = 1803 226 psf • Fy = . `40000 psi i Allowable Press: _, ,'=1500 ft Hu -U rd = ,1831 919ft-# ,Min. - As -Percent Ecc. of resultant 6.99 inn Mu -Downward 236 2660 ft-#, Omit SP Urider' Heel Max. Shear 2 Toe = 10.70 psi Mu -Design 1595 -1741 ft-# Toe Heel Max. Shear a Heel = -9:09 psi One -Way Shear: # 4 a 16.33 .14.65' into/ca Allow. Ftg Shear = 85.00 psi Actual 10.7 85.0 9.1 psi 85.0 N 5 @ 25.31 # 6 a 35.92 22.71 in.o/c 32.23 in o/c Factors of Safety: Allowable = psi Overturning 2.49 :1 Cover over Rebar = 3.25 2.25 in N 7 a 48:00 43.96 in o/c Sliding 1.50 :1 'd' = 8.75 9.75 in # 8 @ 48.00 48.00 in,o/c Ru = Mu/bd-2 = 23.1 20.3 psi # 9 48:00- -.,•48.00' SUMMARY OF -FORCES & MOMENTS y a 5 Overturning :Moments Resisting Moments Origin of Force... #' ft ft-& >� ft , eft f ` `tiR< Y Active Soil Press. 1215.0 3.00 3645_.0 0 0 0,,. Soil over Heel 0... 0 0 1600.0 3.50 5600.0> ; - Soil over Toe -15.0 0.33 -5.0 0.0 0.00 . O.O' Sloped Soil 8 Heel 0 0 0 0.0 0.00 0:0;,. Adjacent Ftg. Load 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall 0 0 0 0.0 0.00 •0.0 Load 2 Proj. Wall 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. 0 0 0 752.3 1.90 1431.7 Added Lateral Load 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 675.0 2.25 1518.7 Key Weight = 0 0 0 233.3 2.25 525.8 Vertical Component 0 0 0 0.0 0.00 0.0 of Active Pressure Totals 1200.0 # 3640.0 ft -N 3260.6 H 9076.3 ft-# Resisting Totals Used For Soil Pressure 3260.6/ 9076.3 ft -N (Vert. Component of Active Pressure Removed) (continued on next page....) MICHAEL' MOONEY, KW -0601576 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 'G WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 6.00 ft to Top of WaIL 8.00in Masonry w/ N 4 8 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 18000.0psi LDF= 1.00, n- 25.78 . Solid Grouted,. No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 40.0 <= 905.4ft-# Vactual = 0.66 <= 19.36psi Interaction Value = 0.044 Second Stem From 4.00ft to 6.00ft 8.00in Masonry w/ # 4 2 16.00in, d- 5.25in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.60, n= 25.78 Solid Grouted„ No Spec. Insp. Walt Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 320.0 <= 905.4ft-0. Vactual - 2.63 K 19'.36psi Interaction Value = 0.353 Third Stem From 2.67ft to 4.00ft 8.00in Masonry w/ f! 4 a 8.001n, d= 5.25in >-3? f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec..Inso. Wall Wt.- 75.00psf, Bar Embed= 18.1in Mactual - 757.1 <= 1151.5ft-# Vactual = 4.67 <= 19.36psi Interaction Value = 0.657 Fourth Stem From 2.00ft to 2.67ft 12.00in Masonry w/ # 4 8 8.00in, d= 9.00in f'm= 1500.Opsi, Fs= 18000.0psi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 14.6in Mactual = 1080.0 <= 2814.4ft-# Vactual = 3.88 <= 19.36psi Interaction Value = 0.384 Bottom Stem From O.00ft to 2.00ft 12.00in Masonry w/ # 4 a 8.00in, d= 9.00in f'm= 1500.Opsi, Fs= 18000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„ No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 2560.0 <= 2814.4ft-N. Vactual = 6.90 <= 19.36psi Interaction Value = 0.910 Date: 12/14/98 Page:' t V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 M VERTICAL STEEL #5's A T 16"cc HORIZONTAL STEEL #4's AT 247cc (2) #4's CONTIN. #4's AT 15" cc OF 'A1 �C 8' RETAINING WALL DETAIL '10 SPECIFICATIONS FOR MASONRY RETAINING WALLS 1) CONCRETE f'c = 2500 psi at 28 days. 2) REINFORCING ASTM A 615, GRADE 40 -MINIMUM 3) BLOCK Grade N, fm = 1500 psi at 28 days 4) GROUT f'c = 2500 psi at 28 days 5) MORTAR Type S, 1800 psi at 28 days 6) LAP SPLICES 20" Minimum lap. 7) BACKFILL Backfill to be non -expansive, granular material.