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Home My WebLink About072-180-034rnen� -034' 93-1379 B, P,E,M 'j '�I '� , Donald v � (` . R. F� ©� BD Oro Quincy Hwy, Orovillegle family -034 99-2339 ELL, DONALD R O-QUINCY HWY.,•OROVILLLE : UNKNOWN ING WALL 34 00-2824 MITCHELL, DONALD R. 5790 ORO QUINCY HWY., OROVILLE CONTR:NA RENEW PERMIT 99-2339 G ' Q 31 Q v � f { i ` � 072-180=034th ""00 -2824 NffTCBELL,'-DONA-LD R: 5790 ORO QUIN IOr HWY.,OROVILLE CONTR: NA ;'." ji '- , RENI---w PERMIT 99-233.9 T. - Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 T,Nq; (Rev. 12/96) APPLICATION AND PERMIT19(2-"pC'I/ ASSESSOR PARCEL NUMBER 072-280-034 ZONING BU I LDI NG P ERM IT OWNER DONALD R MITCHELL TELEPHONE 5%-3406 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 5790 ORO ODINCY HWY. 080VILLE 95966 fv i,1, v r I Z CONTRACTOR'S NAME UNYNM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee 35.00 /2 $ 17.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ I . ., - PERMIT FEE 3 . 37.50 LOT NO. •._ SUBDNLSION'S NAME'T +r ni+'= +-miT�+ .,:-T.•�- PARCEL.. MAPW r.-4 -.��- i!6 ,- . 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REM PEIMT 99-2339 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 V LE Main Service . ' 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, and my license is in full force and effect.POWER License Class Lic. No. 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. El 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 - # - - - = - - - ~ + -N 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. ❑ 1 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 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.) 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. r r A X / ��U +�•a• Date 7� C Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.By Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR so OR ADDNS. ( & ACC. BUDS. 3.5¢FT. IN.pN.=.. MULTI -OUTLET @7,50 APPARATUS 8 SINGLE OUTLET CI R. j 20 00 EX. Occup. ounEr OR FDrrURES BAL @ 1 0 Ex. Occup. )FIx�E A p )ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 t - } _ PERMIT -FEE :s MECHANICAL PERMIT- Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONAG1I TOTAL FEE $ 37.50 AZ.IMP I FLOOD I CDF I PARCEL I PID HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Date U PERMIT EXPIRES ON �r 11 -2' -OSI. Date Receipt No./t WHITE-D.D.S.-B.D.CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL, '; 072-180-034 T - _ D ` PERMIT NO. __ _ 'J9-2339---- _- MITCHELL,. DONALD R, • �' , #� ` 5790 ORO- Qi?IP1CY HWy. CONTR: UOROVILLE , NKNOWN R-TAINWC WALL t �)(AV Sij6�) i. •, r Y I 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) Signature CHECKED BY COUNTYJOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 17 C,orvnty Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 072-»I80-034 � i ZONING BUILDING PERMIT I OWNER TELEPHONE DONALD R. MITCHELL SO. FT. OCC. BUILDING VALUATION �_ 144 1,440 DW"°'S MAILING ADDRESS 5790 ORO QUINCY WY., OROVILLE 95966 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1„440 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 35.00 Plan Checking Fee .' $ BUILDINGADDRESS 5790 ORO QUINCY MY. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 7R M LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF Oi Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY Each as water heater or vent 15.00 - TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 RETAINING WALL Mobile Home I S I G I W 920.00 Describe Work: PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600OR UE Main Service 20OVA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION Main Service 200AWEE TO ,000A 46.00 I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter NEW CONST. DWELLINGOcc. SO OR ADONS. ( a ACC. BLDS3.5¢FT: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, NON-RE°S,oT MULTI.OUTL8 H .ET r @7,50 and my license is in full force and effect. POWER APPARATUS License Class Lic. No. d SINGLE OUTLET CIR. 20 O 1.00 OWNER -BUILDER DECLARATION Ex. Occup. OUTLET OR FDMRES BAL @ ,50 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Ex. Occup. OUTLEis(REESID,°EA 5.00 Law for the following reason: Temporary Service 23.00 ❑ 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. Mobile Home Facilities 20.00 YUP I, as owner of the property, am exclusively contracting with licensed contractors Misc. Wiring 23.00 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this S reason PERMIT FEE WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Filing Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Hood 6.50 ❑ 1 have and will maintain workers' compensation insurance, as required by Section Ventilation 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 PERMIT FEE $ Policy Number Mobile Home Installation Fee $ (The above sections need not be completed 0 the permit is for work of a valuation Energy Inspection Fee $ of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall Occ CONST. TYPE TOTAL FEE $ 78.00 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 HAz. D FEES IM D cD RCH 1ss e' „r i ,ice PAEL workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thos provisions. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work X Date /0 q indicated above for which fees have been paid. Signature of Applicant - a Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. / By Date 7A Receipt No. z8U395/78100 / PERMIT EXPIRES ON /�h-000 4 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7 Date V=OK 0 = Not OK - = Not Applicable MOBILE HOMES Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks= Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Fill rs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 7. 1. Zonina Rea uirements- 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- Bea ms- Fill rs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric B. 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- Pane lboards-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 (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Hangers -Post Caps -Anchors -Connectors 6a. Hold Downs and Special Anchors 48. 7. Slab, Steel -Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 8. Piers -Fireplace Ftg.-Steel 51. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 12. Electric Underground 57. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. 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 78. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection Date 79. Card B-1 Date Card B-1 Date 80. Card B-1 Date Card B-1 Date 81. 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 Al Insulated Neutral Q Yes ❑ 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 93. Energy Compliance Certificate -Other Certificates Date 94. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 35. A.C. Ducts Insulation & Support Date 36. Vent Fan, Exhaust above insulation Comments at Final: 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf 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 -Rafter 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 -Mach. 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. Fixi. & 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. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. 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 ❑ Yes 82. Following Instid./Drive ❑ Yes 0 No/Walks G Yes ❑ No/Planters Q Yes Q 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 f 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541T`� (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT 072-180-034 OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION DONALD R MITCHELL 589-3406 .OWNERS MAIUNG ADDRESS 5790 ORO QUINCY HWY OROVILLE 95966 CONTRACTOR'S NAME TELEPHONE UNKNOWN CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER _ LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. - Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee 35.00 /2 $ 17.50 Plan Checking Fee $ BUILDING Energy Plan Checking Fee $ 5790ADDRESS OR0 UINCY HWY OROV $ PERMIT FEE $ 37.50 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other i Water piping 15.00 SPECIFY' Each gas water heater or vent 15.00 TYPE OF WORK I Gas piping system 1- 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Describe Work: RENEW PERMIT 99-2339 I Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service . AOR LESS 23.00 Main Service 200A TO 1000A 46.00 LICENSED CONTRACTOR'S DECLARATION NEW CONST. DWEUJNG OCCUP. SO I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter OR ADONIS. ( a ACC. sins. 3.50FT: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, =.C.IDT MULTI.OUTLET @7.50 and my license is in full force and effect. POWER APPARArus ense Class Lic. No. 8 SINGLE OUTLET CIR. OWNER -BUILDER DECLARATION -_ Ex. Occup. OUTLEr OR FIXTURES .00 BAL @ ,. 0 ereby affirm under penalty of perjury that I am exempt from the Contractors License Ex. Occup. OFuTEIErs REWS 6,OEl 5.00 Law for the following reason: Temporary Service 23.00 ❑ 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 Mobile Home Facilities Misc. Wiring 20.00 23.00 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this $ reason PERMIT FEE WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Filing Fee 20.00 hereby affirm under penalty of perjury one of the following declarations: Heating I have and will maintain a certificate of consent to self -insure for workers' Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Hood 6.50 I have and will maintain workers' compensation insurance, as required by Section Ventilation 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 PERMIT FEE $ Policy Number Mobile Home Installation Fee Is (The above sections need not be completed if the permit is for work of a valuation Energy Inspection Fee Is of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall OCC CONST. TYPE TOTAL FEE $ 37.50 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 HAz. D. FEES IMP FLOOD - CDF PARCEL Po HD SSUE workers' compensation provisions of section 3700 of the labor Code, I shall rthwith mply wit thpse ovisions. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Date �,. �^ indicated above for which fees have been paid. Sign ture of Applicant - ❑ Owner ❑ Contractor ❑ Agent An O HA permit is required for excavations over 60" deep and demolition or construction ff;L 1 +�i n of structures over 3 stories in height. y Date / of (f I Receipt No. PERMIT EXPIRES ON �IV11-2-01' WHITE-D.D.S.-B.D. CANARY- SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION _ - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-2339 Expiration Date: 11-2-00 A.P.# 072-180-034 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: ] Permit work started, but not completed. Permit may be renewed for'/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify. code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. X1-1 (Rev. 12/96) APPLICATION AND PERMIT M r ASSESSOR PARCEL NUMBER 072-180-034 ZONING BUILDING PERMIT OWNER DONALD R. MITCHELL EPHTELONE — t SQ. FT. OCC. BUILDING VALUATION 1 1,05790 MAILING ADDRESS .OWNERS ORO QUINCY HWY. , OROVILLE 95966 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER F LENDER'S MAILING ADDRESS w Fireplace Total Valuation $ 1,440 ARCHITECT OR ENGINEER LICENSE No. Filen Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 35.00 Plan Checking Fee $ 23-00 BUILDING ADDRESS 5790 ORO QUINCY HWY. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF CX Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY Each as water heater or vent 15.00 TYPE OF WORK Gas piping system t - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Building sewer 15.00 Describe Work: RETAINING WALL Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ZDDA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION Main Service TO tOO 46.00 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter NEW CONST. DWELLING OCCUP. W:o U ( MUL�TC. �i S. 3.5QF°: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, NEW CONST. NDN-RESID. @7.50 and my license is in full force and effect. A POWELEFPARATUS License Class LIC. NO. 8 SINR GOUTLET CIR. 20 1.00 OWNER -BUILDER DECLARATION Ex. Occup. OUTLET OR FIXTURES Ex. BAL O I I hereby affirm under penalty of perjury that I am exempt from the Contractors License Ex. Occup. DFucuTE REISID.OEA- 5.00 Law for the following reason: Temporary Service 23.00 ❑ 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. Mobile Home Facilities 20.00 I, as owner of the property, am exclusively contracting with licensed contractors Misc. Wiring 23.00 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this $ reason PERMIT FEE WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Filing Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Hood 6.50 ❑ 1 have and will maintain workers' compensation insurance, as required by Section Ventilation 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 PERMIT FEE $ Policy Number ome Installation Fee $ (The above sections need not be completed if the permit is for work of a valuationInspection Fee $ of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall CONST. TYPE TO AL FEE $ 78 , O rne not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to ther D. FEES Fl 6e' f/ c P c IS workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ith thos provisions. it is hereby issued under the applicable provisions X Date /04— ? utte County Code and/or Resolutions to do work indicated above for hich fees have been _ paid. Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. By Date Receipt No. 280395$78.00 PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESS" PARCELNUMaER O �Q ZA ZONING BUILDING PERMIT OWNER TELEp11ONE3,�� S.Q. FT. OCC. BUILDING VALUATION OWNERS MAILING ADORES �� CONTRACTOR'S NAME w ,A C/// TELEP1gNE MAJUNG ADDRESS CONTRACTORS E CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total! Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADDRESS L/ D� Energy Plan Checking Fee S $ PERMIT FEE $ LOT No. SUBDNlSpNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFDuplex ❑ 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 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑,p �Utilities /❑/ Installation (3/Other Describe Work: A� ZWA A f-%�G✓�'� Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I Al W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 Main Service OOOV OR LESS 200A OR LESS 23.00 / r o i Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING CUP. SO. OR ADDNS. ( DT ACC. liLD3OC. •5¢FT. NEW CONST. MULTI.OUTI.ET NON•RESID. 97.50 POWER TUS 8 S OUTLET CIR. Ex. Occup. IrourLET OR FDLTURES 20 ® 1'00 eAL O .SO EX. OCCU FLXED APPLNS. OR MD oun Fsio. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee b Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD CDF pARCE1 I iMHO I ISSUE This permit is hereby issued under the applicable 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 r`1- - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:SLG. ASSESSOR PARCEL NUMBER: 4 % -�& -- 43 If Proposed Building Use: Building Inspector: /,7- Date: AQ —�– At t' a of permit application, I w advised the following data must be submitted prior to permit processing 6d/or issuance: Date Received By 1. All items have been submitted-------------------------------------------------------------------------------------- r v �A A i Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ E13. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- V M'Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ---------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------ ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: 0 ):�Z,1' (B) Parking: ------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ------- �------------ ------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑°•M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------ Wh yyou issue the permit, processas follows ❑ Mail to owner, ❑Mail to contractor. U Telephone � % '" T� O and hold for pickup at oeo 01 ce ❑ Deliver with inspector. Applicant: - Date:. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, o Air Pollution Date: By: Copy of plans sent ❑ Health Department, o Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date - Plans reviewed by: Date: Plans approved by:,, ✓' ;PU"l Date: Z Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. /D-d'-�? (Date) CHANGE IN MAIL SPEC. OR BAR SIZE/SPACING 8" C.M.U., SLD. GROUT fm= 1500. psi, Fy= 40000. psi #4 O 24." Vert O Edge #4 O 24" Horiz 8" C.M.U., SLD. GROUT fm= 1500. psi, Fy= 40000. psi #4 O 24." Vert O Edge #4 O 24" Horiz 3/4" 3/4" (�J"tw— T 6rNr-(LFiu 8" C.M.U., SLD. GROUT i fm= 1500. psi, Fy=40000. psi ' #4 O 16.' Vert O' Edge #4 O 24" Horiz o 8" C.M.U., SLD. GROUT fm= 1500. psi, Fy= 40000. psi 2 3/4" ' #4 O 8." Vert O Edge #4 O 24" Horiz o 8" C.M.U., SID. GROUT fm= 1500. psi, Fy=40000. psi 2 3/4" ' 2 #4 O 8." Vert O Edge #4 O 24" Horiz Q2131114" i� HEEL (top) : #4 O 12." o.c. #4 O 24" Horiz , • • #4 HORIZ. AS SHOWN , ' 1`iIVU�tAM VH. f 7 `A �i jkmm-o5 _ COU��q „� �°J _ j : _ NV - 7 '-0 RETAINING WALL NTS call CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 8" C.M.U., SLD. GROUT f m= 1500. psi, Fy= 40000. psi #4 ® 24." Vert ® Edge #4 ® 24" Horiz 17 r c 2 3/4" cl • 8" C.M.U., SLD. GROUT c f m= 1500. psi, Fy= 40000. psi �t #4 ® 16." Vert ® Edge #4 ® 24" Horiz 0 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy= 40000. psi 2 3/4" #4 ® 16." Vert ® Edge o #4 ® 24" Horiz O�N� HEEL (top) : #4 ® 12." o.c. C5) #4 HORIZ. AS SHOWN o I I' to QEgft 10 4odwwAeMn5 1 11 V I I F ii �I PSE. 4'-0 RETAINING WALL NTS CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy= 40000. psi #4 ® 24." Vert ® Edge #4 ® 24" Horiz 8" C.M.U., SLD. GROUT f'm= 1500. psi,. Fy= 40000. psi #4 ® 24." Vert ® Edge #4 ® 24" Horiz 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy=40000. psi #4 ® 16." Vert ® Edge #4 ® 24" Horiz HEEL (top) : #4 ® 12." o.c. #4 HORIZ. AS SHOWN �IIN I I�%ldJllll/l Ra K tkf BUTTE MUM.: -a r~ "'OVER 3/4" c 3/4" I 5'-0 RETAINING WALL NTS a GDA ENGINEERING & SURVEYING Title. : D.R. MITCHELL_ 220 GRAND AVE. Job #: 9465 Dsgni"' Date SCP 10.1776, OROVILLE, CA 95965 Dcscription.... 916-533-2068 916-533-3551IF-AXI 7' CMU RETWALL e-mail oda(@mai12.ouiknet.corn CANTILEVERED RETAINING WALL DESIGN -rte„ GENNL� = 9.00 in KEY DATA 1,500 psf SO{L DATA = 1,00 ft Retained Height = 7.00 ft Allow Soil Bearing = 1,500.Opsf Wall height above retained s = n_An 0 Equivalent Fluid Pressure method ACI Factored Soil Pressu Slope Behind Wall = 0.00:1 Active Soil Pressure - Hee! Side= 30.0 psf Heighi of SOIL over Toe = 0.011 in AtdVe Soil. Pressure - l oe Side _ 111.11 0rT Soil Density = 110.00 pcf Passive Pressure = Water table height over heel = 250,0 pcf O.Oft _OOTlNts, DATA �! I_s�14�1�� DATA !9 Toe Width = 1.00 ft Friction Factor Footing & Soil = 0.300 Heel Width = - 2_t _ ...neglert ht. for passive = O.00in Tot -al Footing Width = 3.75 Footing Thickness = 9.00 in KEY DATA 1,500 psf Distance from Toe = 1,00 ft Width = 9.00 in Depth = 1 G.ilu in Lateral Sliding Force = 892.5 lbs less Passive Pressure Force= - 542.5lbs less Friction Force = - 312.7 lbs Added Restraint Force Requii = 0.0lbs f'c = 2,000 psi ...resultant ecc. = �yy Minimum As = 40,000 psi 1,500 psf Rebar Cover 0 Tc = 0.0018 = 3.00 in ACI Factored Press @ Toe = Rebar Cover a Botto = 3.00 in 204 psf Footing Shear @ Torr 21.9 <= Toe Heel ACI Factored Soil Pressu = 1,819 204 psf Mu' : From Upward Loa = 1,124 0 ft-tt Mu' : From Downward Loa = 107 0 .i-;; Mu: used For Desi = 1,017 2,712 ft-tt Actual One -Way She; = 21.91 39.00 psi Allowable One -Way She = 70".03 76.03 psi Total Bearing Load = 2,709 lbs ...resultant ecc. = 5.99 in Soil Pressure @ Toe 1,299 <= 1,500 psf Soil Pressure @ Hml 145 <= 1,500 psf ACI Factored Press @ Toe = 1,819sf ACI Factored Press @ Heel = 204 psf Footing Shear @ Torr 21.9 <= 76.0 psi Footing Shear @ Heel 39.0 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 2.60 Sliding Ratio Ratio = 1.52 Minimum Footing Rebar Options.. Toe Side...... Heel Side.... Not req'd. Not req'd Mu < S " Fr Mu < :- r Summary of Stem Ser:tion Designs.... Top: 8 in Mas, #4@24.00 in@Edge, From 7.0 ft to E 2nd: 8 in Mas, 94@24.00 in@Edge, From 5.0 ft to 3rd: 8 in Mas, #4@16.00 in@Edge, From 3.0 ft to 2 4th: 5th: 8 in Mas, 94@ 8.00 i,��a%-' e . �f m " 8 in Mas, 980 8.0,;�3h �;9lr 2.0 ft to 1. 1.0 ft to 0. (j/ w a_ cSjq�� OF x, '.�....� ,_ ..y0" AGDA ENGINEERING & SURVEYING Title : D.R. MITCHELL 220 GRAND AVE. Job U:9606, DsgniMI. Date %Ell 10.1996 OROVILLE. CA 95965 Description.... 916-533-2063 916-53.1 3551IEA:,'1 7' CME-; RETt,•7ALL e-mail oda ci mail2muiknef.com CANTILEVERED RETAINING WALL DESIGN' P17e'^" _ SUMEvtARY OF OVEN.: i1RNiitG & RESISTif�G FORCES & M .MF�NTS - � OVERYURNING..... ..... RE`ISTING..... Force Distance Moment Itis......__... Force Distance Moment .Item-------- .._ _...ft__......_...------._..ft-#t...... _ .........lbs..........__ .._...__.ft ...._..........._..ft-#...._.. Heel Active Pressure = 900.9 2.50 2,327.4 Soil Over Heel 1,604.2 2.71 4,344.6 Sloped Soil Over Heel - Surcharge Over Feel = Adjacent Footing Load. _ Axial Dead Load oil Stein = 0.00 Toe Active Pressure = -8.4 0. 25? -2.1 Soil Over Toe Surcharge Over Toe = Stem Weight(s) = 533.0 1.33 71 Q.7 Earth @ Stem Transitions = Footing Weight = 421.9 1.88 791.0 Key Weight = 150.0 1.33 206.2 Vert. Component = Added Lateral Load = Load (i) Stem Above Soil = TOTALS = 092.5 O.T.IV = 2,325.3 2,709.0 R.M. = 6,052.5 - Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resi st Overturning ResistinglOverturnins - Heel Surrharge Not Used To Resist Overturning Patio 2.60 STEM CONSTRUCTION R DFSiGN Sa.o_S.tem_ -2nd-Siem- _3rd Stem- 4th Stem- 5th Stem Stem OK Stem OK Stem OK Stern OK Stem 0 K Design ai this neirlht abo- 5.0Cift 3.7(11 ft 2.00 it 1.011 ft G.1 i ft Wall Material Above "Ht"= Masonry Masonry Masonry Masonry Masonry Thickness = Rebar Size = 0.00 in ;t 4 8.00 ill 0.00 in 8.00 in 8.00 in Rebar Spacing = 2.4.00 in fi 4 24.00 in 4 4 � 4 16.00 in 8.00 in # 8 8.00 in Rebar Placed at = Edge Edge Edge Edge Edge Design Data ft)jt t3 + Tama = Total Force @ Section = U.1152- 60.0 lbs 0.4I 2 240.0 Ibs cf. 9gP, 11.`1 iti 375.0 ibs 11.11ti4 Moment.... Actual = Moment..... Allowable = 40.0ft-td 776.1 ft-# 320.0 ft -ft 776.1 ft 540.0 itis 625.0 ft-If 1,080.0 ft-tt 700.4 ibs 1,595.4 ft-?t Shear..... Actual = 1.03lbs -ft 4.13 psi 905.4 ft-!t 1,151.5 ft-tt 6.56 psi 9.78 psi 1,663.2 ft-it 13.07 psi Shear..... Allowable = Bar Embed ABOVE Ht. = 19.36 Psi 24.001n 19.36 Psi '12.00 in 19.36 Psi 19.36 psi 12.001n10.05 ili 19.36 Psi 1. -"..�9 ;: Bar Embed BELOW I-It. = 24.00 in 12.00 in 12.00 in 18.05 in 0.00 in Wall Weiq = Rebar Depth '1 = 78.0 p ,f 5.25 in 78.0 psf 5.25 In 78.0 psf 70.11 psf 5.251n 5.251n 78.0 psf 5.25 1n Masonry Data Pm = Fs = 1,500psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Solid Groutin 24,000 psi YR s 24,000 psi Ypes 24,000 psi 2 )0Q--p-�' Yes pr9_L.., Svo 24,000 psi Yes _ I IFS, k1„ �I Lu z p rn x,+337 -t 7C1 .,�.... .,.,�r..,...., Modular Ratio ' = Short Term Facto = ... 25.78 .� 25.70 6vXP - 1-99 25.78 cij, 25.78 25.70 Equiv. Solid Thic = 1.000 7.60in 1.000 7.60 in 1._00_0 �'TF 00 F1._00_0_ a p� ` CO -' GDA ENGINEERING & SURVEYING Title : D.R. MITCHELL Toe Surcharge Not Used Ta Resist Overturning Resisting/Overturnii3r Ratio = 1.78 220 GRAND AVE. Job tt: "s""°' DsgniK`'` Date "'i''"''""` OROVILLE, CA 95965 Description.... Stem OK Stem OK Stem OK 9113-533-2068 91 G-533-3551(FAXI 5' CMU RETWALL Wall Material Above "He' = Masonry Masonry Masonry e-mail ' oda ci mai{2.auiknet.coin 8.00 in Rebar Size = H 4 It 4 H 4 CANTILEVERED RETAINING WALL DESIGN `'9`'"'1 CSUMMARY OF l7VERT�.i't:l:lflG & RECiCTI G F(,1(�f F� A. A nUF:mTC Edge b v OVERTURNING..... .....RESISTING..... 78.0 osf Force Distance Moment Force Distance Moment .... ....... -ft-#.. - -- Ihs.-__.._.. -- ft....._.._.. ....... . --.._.ft-#....._.._ lice] Active Pressure = 540.0 2.00 1,000.0 Soil Over Heel 412.5 2.04 842.2 Sloped Soil Over Heel = Surcharge Over {feel = Adjacent Footing Load = Axial Dead Load un Stein = 0.00 Toe Active Pressure = =15.11 0.33 -5.0 Soil Over Toe Surcharge Over Toe = Stem weight(s) = 377.0 1.33 502.7 Eawrth (Rl. Stern Tr;inf,itinns = F��iinn lhl�;nF+ - '1R7 r. 1 1)1 AI Q. n Key Weight = 112.5 1.13 126.G Vert. Component _ Added Lateral Load = Load (0_-J Stem Above Soil = TOTALS = --- 525.0 O.T.N = 1,075.0 1,264.5 1,264.5R. M. = 1,909.4 - Vertical component of active pressure used for soil pressure 0.412 Toe Surcharge Not Used Ta Resist Overturning Resisting/Overturnii3r Ratio = 1.78 Heel Surcharge Not. Used To Resist Overturning 350.4IGs STEM CONSTRUCTION R DESIGN -� Snn-Stem- 2nsLSiem_ 3rd_�te.t:1_ Stem OK Stem OK Stem OK Design at this heighi aho- 3.8[ift 1.6i:t ft 8.17 ft. Wall Material Above "He' = Masonry Masonry Masonry Thickness = 8.00in 8.00 in 8.00 in Rebar Size = H 4 It 4 H 4 Rehar Sparing = 24.00 in 24.00 in Paced 16.00 in Rebar at = Edge Edge Edge Design Data fb1F8 + fa/Fa = Total Force (at Section = Moment.... Actual = Moment ..... Aaowa.13li: _ Shear..... Actual = Shear..... Allowable = Dar Embed ABOVE Ht. = Bar Embed BELOW {-It. = Wall Weir} _ Rebar Depth 'i = Masonry Data Fm = Fs = Solid Groutin = 0.052 0.412 0.624 60.0 lbs 240.0 lbs 350.4IGs 40.0ft-11 320.0 ft -it 564.6 ft -rt 776.1 ft -rt 776.1 ft -it 9115.4 ft -it 1.03lbs 4.13 psi 6.13 psi 19.36 psi 19.36 psi 19.36 psi 24.00 in 12.00 in ] 2.00;n 24.00 in 12.00 in 6.00 in 78.0 psf 78.0 psf 78.0 osf 5.25 in 5.25 in 5.25 in 1,500 psi 24,000 psi Yes hi - 1,500 psi 1,500 psi 24,000 psi 24,000 psi Yes Yes Mi Ni„ Ill, tlu I," Modular Ratio' = 25.73 25.78 25.70 Short Term Farto = 1.000 1.000 1.000 Fmiiv. !"Wid T hif = 7.60 in 7.60 in nsi 40,000 in <V�RD F �- =SS�%4i C GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE. CA 95965 916-533-2068 916-533-3551IFAXI e-mail adaQ. maii2.ouiicnet.com Title : D.R, MITCHFI_.I_ Job fit: MOG5 Qie n'KCI. Description.... 5' CMU RETWALL Date %EP 10,199E CANTILEVERED RETAINING WALL DESIGN 2.42 LGENERAL [SOIL DATA 12.00 in Retained Height = 5.00 it Mow Soil Bearing - 1,500.0 psf Wall height above retained s= fi.{i i I Equivalent Fluid Pressure Method Slope Behind Wall = 0.00: 1 Active Soil Pressure - Heel Side= 30.0 psf Height of Soil over Toe = O.no in Active Soil Pressure - Toe Side = 30.0 prf Depth _ = 12.00 in Pas: ive Pressure - 250.0 1) --f Soil Density = 117.00 pcf Water table height over heel = p,pft FOOTING DATA --...- -- - -- --- __.-.� _SI_.IDING DATA , Toe Width - '1 .06 ii Friciiun Facior ' Fuming &' Soil = "u.3uu Heel Width = _._1_.41_. ...neglect [it. for passive = U.QOin Total Footing Width = 2.42 Footing) Tltickiness = 12.00 in Lateral Sliding f=orce = 525.01bs less Passive Pressure Force- - 500.0lbs KEY DATA less Friction Force = - 379.3 lbs Distance from Toe = 0.75 It Added Restraint Force Requir = 0.0 lbs Width = 9.00 in Depth _ = 12.00 in LFOOTING DESIGN RESULTS J f'c = F = 2,1110 osi 60,000 psi Minimoirn Footing Rebar Options.. Minimum As = 0.0018 I de Toe Side...... HNPSi -- �.- .... Rebar Cover 0 Tc = 2.00 in Not req'd Not req'd Rebar Cover 6 Botto = 3.00 in Mu < S * Fr Mu < S * Fr Toe Heel ACI Factored Soil Pressu = 1,708 0 psf Mu' : From Upward Loa = 978 0 ft -11 Mu' : From Downward Loa = 1 " j 412 4# Mu: Used For Desi = 835 412 ft-# Actual One -Way She: = 11.05 6.45 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One -Way She = 76.03 76.03 psi LQESIGN SUtltviARY Total Bearing Load = 1,264 lbs Summary of Stem Section Designs.... ...resultant ecc. = 6.58 in Top: 8 in Mas, #4@624.00 in(6Edtae, From 5.0 It to Soil Pressure_ @ "Fo-P 1,277 <= 1,'i00 psf 2nd: 8 in Mas, H4Q24.00 inu�Edgr., From 3.0 N to 1 Soil Pressure_ @ HmI 0 <= 1,500 psf 3rd: 8 in Mas, #4@16.00 in@Edge, From 1.0 ft to 0 ACI Factored Press @a Toe = 1,780 psf ACI Factored Press a Heel = 0 psf Footing Shear @ Tom 11.0 <= 76.0 psi Footing Shear fel Hecl 6.4 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.78 Sliding Ratio Ratio = 1..67 GDA ENGINEERING & SURVEYING J 220 GRAND AVE. b #: Q -R. MITC En Job CA 95965 4 ` Date SFP11.1996 Description.... 916-533-2068 916-533-3551IFAXI 4' CMU RETWALL e-mail oda0mai12.ouiknet.com CANTILEVERED RETAINING WALL DESIGN /''yeP0/7 _...---.-..__..._...---..... ................. _. _....... R! - Fc tunti+ rvTc w .Ite.m__ _ Heel Active Pressure Soil Over Heel Sloped Scii Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth r@ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil .....OVERTURNING..... Force Distance Moment ....RESIS-I-ING..... -Inn-stern- Force Distance Moment = 375.0 1.67 625.0 Stem OK 1.011 ft Stem OK --- = 330.0 1.54 508.8 _ -15.0 0.33 -5.0 8.OU in 0.00 Rebar Spacing - p 9 - Rebar Placed at 24.00 in 299.0 0.83 249.2 Edye 287.5 0.96 275.5 = 56.2 1.00 56.2 TOTALS = - 3G0.0 O.T.N= G20.0 972.7 R.M. = 1 Vertical component of active pressure used for soil pressure ,689.7 Toe Surcharge Not Used To Resist Overturning ResistingjOvertllrnin Heel Surcharge Not Used To Resist Overturning 0 "alio - 1.76 STFM CONSTRUCTiOfv & f}r=fiiuiti -Inn-stern- -2-ad-Stern_ --3ni-Stem Design at this height abet= Stem OK 2.00ft Stem OK 1.011 ft Stem OK Wall Material Above "Ht" = Thickness _ Mason Masonry Masonry 0.17 ft Masonry Rebar Size. = ` B.O4 in �• 4 8.OU in 8.00 in Rebar Spacing - p 9 - Rebar Placed at 24.00 in tt 4 16.00 in :: 4 16.00 in = Design Data Edye Edye Ed 9 e ibiFi3 + ialFa = Total Force % Section = �- Moment.....AlloActual = II.U'i! 60.Olbs u• 1 .0 135.0 lbs 2 i 1 i 220.41bs \; Moment.....Allowable = 40.Uft-it 776.1 ft -it 135.0 ft -11 905.4 ft-Ma1: 281.6 ft -N ,;?f psi40,000 ft :1 t= r' n CEJ, Jnr. 039 �r �F _ CAU\C . I GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 916-533-3551IFAX1 e-mail odaQmai12.uuiknet.com Title : D.R. !'.ITCHEI_I- Job 9: 96666 Dsgni"' Description.... 4' CMU RETWALL Date SEP 11.1996 CANTILEVERED RETAINING WALL DESIGN = 1.92 Footing Thickness = 12.00 in SOIL DATA p Retained Height = 4.00 ft Allow Soil Bearing = 1,500.Opsf Walt height above retained s = n.nn it Equivalent Fluid Pressure Method Slope Behind Wall = 0.00:1 Active Soil Pressure - Heel Side= 30.0 psf Height of Soil over Toe = 0.00 in Active Soil Pressure -Toe Side = 30.0 nrf Soil Density = 110.00 pcf Passive Pressure = Water table height over heel = 25Q.Opef 0.0ft F_QOTINQ DATA 6.07 psi Lf)� Q DATA-------� = Mu<S*Fr Toe Width = 0.50 ft Friction Factor @ Footing & Soil = 0.300 Heel Width = 1_42 ...neglect ht. for passive = O.GOin Total Footing Width = 1.92 Footing Thickness = 12.00 in KEY DATA ACI Factored Soil Pressu = Distance from Toe = 0.75 ft Width = 6.00 in Depth = 9.00 in f'c = 12,000 psi y = 40,000 psi Minimum As = 0.0018 Rebar CoverI Tc = 3.00 in Rebar Cover Botto = 3.00 in Lateral Sliding Force = 360.0 lbs less Passive Pressure Force= - 382.8 lbs less Friction Force 291.8 lbs Added Restraint Force Requh = O.Olbs Minimum Footing Rebar Options.. Toe Side...... Heel Side.... Not req'd Not req'd Mu<S*Fr Mu<S*Fr- ACI Factored Press @ Toe = 1,800sf ACI Factored Press @ Heel = 0 psf Footing Shear @ To(,- 6.6 <= 76.0 psi Footing Shear @ Heel 6.1 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.76 Sliding Ratio Ratio = 1.87 Toe Heel ACI Factored Soil Pressu = 1,880 0 psf Mu' : From Upward Loa = 354 0 ft -It Mu': From Downward Loa = 47 347 ft-# Mu: Used For Desi = 307 347 ft-# Actual One -Way She: = 6.60 6.07 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One -Way She = 76.03 75.03 psi ESIGN_SU %JARY - - w Total Bearing Load = 973 ibs Summary of Stem Section Designs.... ...resultant ecc. = 5.71 in Top: 8 in Mas, 44@24.00 in@Ed.ge, From JIM it to i Soil Pressure @ Toy 1,343 <= 1,500 psf 2nd: 8 in Mas, 44@16.00 in@Edge, From 2.0 ft to 1 Soil Pressure @ HmI 0 <= 1,500 psf 3rd: 8 in Mas, tt4@16.00 in@Edve, From 1.O ft to 0 ACI Factored Press @ Toe = 1,800sf ACI Factored Press @ Heel = 0 psf Footing Shear @ To(,- 6.6 <= 76.0 psi Footing Shear @ Heel 6.1 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.76 Sliding Ratio Ratio = 1.87 GDA ENGINEERING & SURVEYING Title : D.R. MITCHELL 220 GRAND AVE. Job #: 96065 Dsgni... Date SEP 11.1996 OROVILLE, CA 95965 Description.... 916-533-2060 916-533-35511FAXI 4' CMU RETWALL e-mail oda0mai12.ouiknet.com CANTILEVERED RETAINING WALL DESIGNLGENLUL = 1.92 Footing Thickness = 12.00 in SOIL DATA 291.8 lbs Retained Height = 4.00 ft Allow Soil Bearing - 1,500.0 psf Wall height above retained s = n.nn o Equivalent Fluid Pressure Method 47 Slope Behind Wall = 0.00:1 Active Soil Pressure - Heel Side= 3 0. 0 psf Height of Soil over Toe = 0.00 in Active Soil Pressure - Toe Side = 30.0 nrf Soil Density = 110.00 pcf Passive Pres-ure = Water table height over heel = 250.0 pcf 0.6ft F� QQTINC, DATA! DESIGN Its!N_Q_ DATA -------- - 1 Toe Width = 0.50 fl Friction Factor @ Footing & Soil = 0.300 Heel Width = 1_42_ ...neglect ht. for passive = 0.00in Total Footing Width = 1.92 Footing Thickness = 12.00 in KEY DATA 291.8 lbs Distance from Toe = 0.75 ft Width = 6.00 in Depth = 9.0U in f'c = 2,000 psi y = 40,000 psi Minimum As = 0.0018 Rebar Covert�1a Tc = 3.00 in I Rebar Cover Botto = 3.00 in Lateral Sliding Force = 36U.0 lbs less Passive Pressure Furce= - 382.8 lbs less Friction Force = - 291.8 lbs Added Restraint Force Requh = O.Olbs Minimum Footing Rebar Options.. Toe Side...... Heel Side.... Not req'd Not req'd Mu<S*Fr ML, <S*Fr- ACI Factored Press @ Toe = 1,800sf ACI Factored Press @ Hee! = 0 psf Footing Shear @ Tow 6.6 <= 76.0 psi Footing Shear @ Heel 6.1 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.76 Sliding Ratio Ratio = 1.87 Toe Heel ACI Factored Soil Pressu = 1,880 0 psf Mu' : From Upward Loa = 354 0 ft -Ft Mu' : From Downward Loa = 47 347 ft -4 Mu: Used For Desi = 307 347 ft-# Actual One -Way She: = 6.60 6.07 psi Key Reinforcement: Not Req'd = Mu<S'°Fr Allowable One -Way She = 76.03 75.03 psi DESIGN SUMh1ARY w Total Bearing Load = 973 ibs Summary of Stem Section Designs.... ...resultant ecc. = 5.71 in Top: 8 in Mas, 44@24.00 in@Edge, From 4.0 ft to Soil Pressure @ Tot 1,343 <= 1,500 psf 2nd: 8 in Mas, #4@16.00 in@Edge, From 2.0 ft to 1 Soil Pressure @ HmI 0 <= 1,500 psf 3rd: 8 in Mas, tt4@16.00 in0Edoe. Frnm 1 _(1 ft M n ACI Factored Press @ Toe = 1,800sf ACI Factored Press @ Hee! = 0 psf Footing Shear @ Tow 6.6 <= 76.0 psi Footing Shear @ Heel 6.1 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.76 Sliding Ratio Ratio = 1.87 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 Title f R. MlTCHELI Job IW"' Dsgnl ` Date SEP 11.1996 Description.... 916-533-2068 916-533-35511FAX1 e-mail oda4' CMU RETWALL talmail2.auiknet.com CANTILEVERED RETAINING WALL DESIGN F'D1n1 Y F V ;T N S!hWA NTIQ -Item-- Heel Item__Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stein Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth r@ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment --lbs- n ---------ft-- lbs_._..---- -n---- --- = 375.0 1.67 625.0 330.0 1.54 508.8 -15.0 0.33 -5.0 0.00 299.0 0.83 249.2 287.5 0.96 275.5 56.2 1.00 56.2 TOTALS = _ 3G0,0 O.T.?V = G20.0 972.7 R.M. = 1,089.7 Vertical component of active _pressure used for soil pressure Toe Surcharge Not Used To esist Overturning Resisting/Overturning Ratio - Heel Surcharge Not. Used To Resist Overturning 1.76 Design at this height abm= Wall Material Above "HV' Thickness = Rebar Size - Rebar Spacing Rebar Placed at = Design Data ihiFi3 + iaira = Total Force @ Section = Moment.... Actual = Moment ... :.Allowable = -Ion-Stem- -tad-Stem_ Mrd SkM_ Stem OK Stem OK Stem OK 2.00ft 1.00 ft 0.17 ft Masonry Masonry Masonry 8.00 in 8.00 in 8.00 in # 4 24.00in tt 4 16.00 in : 4 16.00 in Edge Edge Edge II.U'i2 60.Olbs 0.14`i 40.0ft-11 135.0 lbs 135.0 ft -17 220.4 lbs 281.6 ft -td `J 776.1 ft -1t 905.4 ft-# psi 40,000 ft-# a `" 0 m - E P. 3-31-99 � �r�F CA��fG�r CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 8" C.M.U., SLD. GROUT fm= 1500. psi, Fy= 40( #4 ® 24." Vert ® Edge #4 ® 24" Horiz 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy= 40( #4 ® 16." Vert ® Edge #4 ® 24" Horiz 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy= 40( #4 ® 16." Vert ® Edge #4 ® 24" Horiz 24 _-- HEEL (top) : #4 ® 1; #4 HORIZ. AS 4'-0 RETAINING WALL NTS GDA ENGINEERING & SURVEYING Title. : D.R. MITCHF!-.!_ n 220 GRAND AVE. Joh 11: 95065 Dsgnl KC1. atc SET, 1DAM OROVILLE, CA 95965 Description.... 916-533-2060 9161-533-3551IFAXi 5' CMIJ RETWALL e-mail oda rnai12.ouiknet.com CANTILEVERED RETAINING WALL DESIGN �•o-�� G NERAL SOIL DATA A Retained Height = 5.00 it A!Iow Soil Bearing = 1,500.0 psi Wali height above retained s = 11.111 li Equivalent Fluid Pressure Method Slope Behind Wall = 0.00: 1 Active Soil Pressure - Heel Side= 30.0 psi Height of Soil over Toe = 0.00 in Active Soil Pressure -Toe Side = 30.0 pcf Depth = 12.00 in Passive Pressure - 9150.0 ^ef Soil Density = 110.00 pcf Water table height over heel = 0.0 it OOTlNG DATA 2,1100 nsi 60,0110 psi _SLIDING DATA Minimum Footing Rebar Options.. Toe Width I uu rr rlc6on raciot L rooUlig &n 1-3011� U1•1. n inn U.JUU Heel Width = _- 1_42_ ...neglect ht. for passive = O.O.pin Total Footing Wld1h = 2.42 Footing Thickness = 12.00 if] Lateral Sliding f=orce = 525.0 lbs fess Passive Pressure Force-- 500.016,sKEY DATA less Friction Force = - 379.3 lbs Distance from Toe = Widthidth = 0.75 it 9.00 in Added Restraint Force Requii = 0.0 lbs Depth = 12.00 in FOOTING DESIGN RESULTS- Fc = y = 2,1100 nsi 60,0110 psi Minimum Footing Rebar Options.. Minimum As = 0.0018 Toe Side...... Heel Side.... Rebar Cover Tc = 2.00 in Not req'd Not req'd Rebar Cover Botto = 3.00 in tuff! < S * Fr Mu < S * Fr Toe Heel ACI Factored Soil Pressu = 1,788 0 psi Mu' : From Upward Loa = 978 0 ft -11 - Mu' :From Downward � Lca - w•J 1 � •�.,' A7 7 N_f� Mu: Used For Desi = 835 412 it-# Actual One -Way She; = 11.05 6.45 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One -Way She = 76.03 76.03 psi DESIGN! SUWWARY � Total Bearing Load _ 1,264 lbs Summary of Stem Section Designs.... ...resultant ecc. - 6.50 in Top: 8 in Mas, 44@24.00 ini(SEdge, From 5.0 ft to Soil Pressure @ Tom 1,2.77 <= 1,500 psi 2nd: Bin Mas, #4@24.00 in@Edge, From 3.0 ft to 1 Soil Pressure @ HmI 0 <= 1,500 psf 3rd: 8 in Mas, #4@16.00 in@ Edge, From 1.0 ft to 0 AC! Factored Press @ Toe = 1,788si ACI Factored Press a Heel = 0 Psi Footing Shear @ Tom 11.0 <= 76.0 psi Footing Shear @ Heel 6.4 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.78 Sliding Ratio Ratio = 1.67 �3'I-99 J� GDA ENGINEERING & SURVEYING Title : D.R. MITCHELL 220 GRAND AVE. Job #: 9511W. Dsgnl"" Date calm'"' OROVILLE, CA 95965 Description.... 916-533-2060 916-533-355111=AXI 5' CMU RETWALL e-mail' oda0mai12.uuiknet.com CANTILEVERED RETAINING WALL DESIGN Pe9c7n/Z SUMMARY OF OVERTi ii'iGt1P L1 Q & RFSiST1NG FORrFC Q. AAf)UFPtTC b Y M. .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Heel Active Pressure = 540.0 2.00 1,000.0 Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load an Stens Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth Cad Sicim Trans-Rions Fnnlinn Wn;nhi Key 'J`Jeicgt Vert. Component Added Lateral Load Load (O-_) Stem Above Soil 412.5 2.04 842.2 0.33' -5.0 = 377.0 1.33 502.7 1 71 A iA n JVL.J . L 1JV.V = 112.5 1.13 126.6 TOTALS = -525.0 O.T.N = 1,075.0 1,264.5- R.M. = 1,909.4 Vertical component of active ressure used for soil pressure Toe Surcharge Not Used To �esist Overturning Resisting/Overturning Platio = 1.78 60.0 lbs 240.0 lbs Heel Surcharge Not Used To Resist Overturning 40.Oft-17 L STEM CONSTRUCTION & DESIGN � Snn-Sfe.in_ -2njd-S1em__ �rd�te.cz_ Stem OK Stem OK Stem OK Design at this beighi ahm= 3.911ft 1.06 it 0.17 ft Wall Material Above "Ht"= Masonry Masonry Masonry Thickness = 8.00 in 8.00 in 8.00 in Rebar Size = U 4 ft 4 # 4 Rehar Sparing = 24.00in 24.00 in 16.00 in Rebar Placed at = Edge Edge Edge Design Data fb/FB +'fa/Fa = total Force @ Section = Moment.... Actual = Moment ..... Ailowalile = Shear..... Actual = Shear..... Allowable = Bar Embed ABOVE Ht. = Bar Embed BELOW 1-1t. = Wall Weig = Rebar Depth 'i = Masonry Data Fm = Fs = Solid Groutin = Cnnri�si in�nnriin = 0.052 0.412 0.624 60.0 lbs 240.0 lbs 350.4 lbs 40.Oft-17 320.0 ft -It 564.6 ft -11776.1 ft-tt 7 7 6.1 ft -It go!-). 4 i14 1.03 lbs 4.13 psi 6.13 psi 19.36 Psi 19.36 psi 19.36 psi 24.00 in 12.00 in '12.00 ;n 24.00in 12.00 in 6.00 in 78.0 psf 78.0 psf 78.0 nsf 5.25 in 5.25 in 5.25 in 1,500psi 1,500 psi 1,500 psi �F,qz-LS13 24,000psi 24,000 psi 24,000 psi Yes Yes Yes Nin -Nin Pin vP%'a,lut u�ul, a, a.ani I'M 11u 91" Modular Ratio ' = 25.70 25.70 25.70 Short Term Farto = 1.000 1.000 1.000 Fnniv �',nlid Th;( = 7.Ff)in I; I..) in n!--► 49,000 in E J.P-'V3-" , 99/. -ti fr CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy= 40000. psi #4 ® 24." Vert ® Edge #4 ® 24" Horiz 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy= 40000. psi #4 ® 24." Vert ® Edge #4 ® 24" Horiz 8" C.M.U., SLD. GROUT f'm= 1500. psi, Fy=40000. psi #4 ® 16." Vert ® Edge #4 ® 24" Horiz s� I HEEL (top) #4 ® 12." o.c. #4 HORIZ. AS SHOWN 2 3/4- 3/4" 2 3/4" iv i c i i 5'-0 RETAINING WALL NTS GDA ENGINEERING & SURVEYING Toe Title.: D.R. MITCHELL220 ACI Factored Soil Pressrj GRAND AVE. OROVILLE. CA 95955 204 psf Job 4: 96065 Dsqni" `:` Description.... Date Sl 1',0.,906 916-533-2068 916-533-35511FAXI Mu' : Frorn Downward Loa 7' CMU RETWALL 204 psf e-mail oda c(�. mai12.uuiknet.corn = 1,0.17 2,712 ft -11 Actual One -Way She: CANTILEVERED RETAINING WALL DESIGN 39.00 psi GENERAL - = 7u.03 76.03 psi SOIL DATA Retained Height = 7.00 ft Allow Soil Bearing = 1,500.0 psf Wail height above retained s = n.nn n Equivalent Fluid Pressure Methad Slope Behind Wall_ = 0.00:1 Active Soil Pressure - Heel Side= 30.0 psf Heighi of Soil over of- = lciive 0.60 in A SON Pressure - toe -ide _ jij,j) F rif Soil Density = 110.00 pcf Passive Pressure = Water table height over heel = 250.0 pef - ------_._.._._.........._.....--...... OOTlN� J3ATA - - �! --------------... ------._...- LSL1411�lG DATA O.Oft -----....0.._.._.._..-- Toe Width = 1.00 ft Friction Factor @ Footing & Soil = 0.300 Heel Width = 2.75__ ...negler:t ht. for = O.00in T - passive otal Footing wridth = 3.75 Footing Thickness = 9.00 in KEY DATA Distance from Toe = 1.00 ft Width = 9.00;11 Lateral Sliding Force = 892.5lbs less Passive Pressure Force= - 542.5 lbs less Friction Force = - 012.7 lbs Added Restraint Force Requir = 0.0 lbs ' L = Z,UUII psi Minimum Fortin Rebar tions.. Fy = 40,000 psi 0 Options.. p Minimum As = 0.0018 Toe Side...... Heel Side.... Rebar Cover 0 Tc = 3,00 in Not req'd Not req'd Rebar Cover a Botto = 3.00 in Mu < S * Fr Mu < Fr Total Bearing Load = Toe Heel ACI Factored Soil Pressrj = 1,819 204 psf Mu' : From Upward Loa = 1,124 0 Wit Mu' : Frorn Downward Loa = 107 204 psf Mu: used For Desi = 1,0.17 2,712 ft -11 Actual One -Way She: = 21.91 39.00 psi Allowable One -Way She = 7u.03 76.03 psi Total Bearing Load = 2,709 lbs ...resultant ecc. = 5.99 in Soil Pressure @ Tot 1,299 <= 1,500 psf Soil Pressure a Hml 145 <= 1,500 psf ACI Factored Press @ Toe = 1,819sf ACI Factored Press @ Heel = 204 psf Footing Shear @ Toe= 21.9 <= 76.0 psi Footing Shear @ Heel 39.0 <= 76.0 psi WALL STABILITY RATIOS Overturninq Stability Ratio = 2.60 Sliding Ratio Ratio = 1.52 Kn�, 1?oinf�� rmm�nl• rilnf r-er.n�il = AA�rl�xFr Summary of Stem Ser:tion Designs.... Top: 8 in Mas, #4@24.011 in@tdge, From 7.0 ft to E 2nd: 8 in Mas, 14@24.00 in@Edge, From 5.0 ft to 3rd: 8 in Mas, #4@16.00 in@Edge, From 3.0 ft to 2 4th: 8 in Mas, 44@ 8.001 E -d e � r m 2.0 ft to 1. 5thci : 8 in Mas, #8 8.0ti;gc;1,0 it to 0. aT� or C�� LC Y - % •Wi Jl E -31 9 aT� or C�� GDA ENGINI:ERING & SURVEYING Title : D.R. MITCHELL 220 GRAND AVE. job : J406' Dsqnl MI. Date so,i .1916 OROVILLE, CA 95965 Description.... 916-533-2063 916-533- 1JJ111 W11 7' CMU R�WJA!4` L e-mail oda Qmai12muiknet.coin CANTILEVERED RETAINING WALL DESIGN 'l!.171 SUMMARY OF OVEPTURMUG & RES15TINQ FORCES & MOMENTS � ..... OVER-I'URNING..... .....RESISTING..... Force Distance Moment Force Distance Ibs........._....._...ft__..........---- --- _..ft-#......_ Ihs.........._.. _._.... -ft ... _........ Moment -..._..ft-#...._.. Heel Active Pressure = 900.9 2.50 2,327.4 Soil Over Heel 1,604.2 2.71 4,344.6 Sloped Soil Over Heel - Surcharge Over I-Ecel = Adjacent Footing Load. Axial Dead Load on Stem = 0.00 Toe Active Pressure = -8.4 0.2a -2.1 Soil Over Toe Surcharge Over Toe = Stem Weight(s) = 533.0 1.33 710.7 Earth @ Stem Transitions = Footing Weight = 421.9 1.88 791.0 Key Wei gfit = 150.0 1.33 206.2 Vert. Component = Added Laferal Load = Load Cd) Stem Above Soil = TOTALS = 892.5 O.T.N = 2,32.5.3 2,709.0 R.M. = 6,052.5 Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Used To Resist Overturning Resistin_/Overturning Ratio - 2.60 STEM CONSTRUCTION A DESIGN Inn S.icm_ 7ndqfctrL _3rd Stem- -4th -Ste -m- _5tit.Sfr_m_ Stem OK Stem OK Stem OK Stern OK Stem OK Desi_n ai this height ahm=5.00ft 3.Oii ft. 2.OiI ft 1.00 ft 6.17 ft Wall Material Above "Ht'= Masonry Masonry Masonry Masonry Masonry Thickness = 8.00 in 8.00 in 8.00 in 8.00 in 8.00 in Rebar Size = tt 4 It 4 #t 4 # 4 # 8 Rebar Spacing = 24.00 in 24.00 in 16.00 in 3.00 in 8.00 in Rebar Placed at = Edge Edge Edge Edge Edge Design Data fhfFi3 + Tama = Total Force c@ Section = U.1152 60.0 ibs 0.4 1 2 240.0 lbs U.9gF, il.`i35 375.0 ibs 540.0 ibs 11.`1!iy 700.4 ibs Moment.... Actual = Moment..... Allowable = 40.0ft-17 776.1 ft -it 320.0 ft -it 776.1 ft -#t 625.0 ft-tt 1,080.0 ft -it 905.4 ft-## 1,151.5 ft -#t 1,595.4 ft -it 1,663.2 ft -fit Shear..... Actual = Shear..... Allowable = 1.03lbs 19.36 Psi 4.13 psi 19.36 Psi 6.5rr psi 9.78 psi 19.36 Psi 19.36 psi 13.07 psi 19.36 Bar Embed ABOVE Ht.' = 24.001n 12.001n -12.001n ! 31.05 iri Psi ; ",.159 ; Bar Embed BELOW Flt. = 24.00 in 12.00 in 12.00 in 18.05 in 0.00 in Wall Wei_ = Rebar Depth 'i = 78.0 psf 5.25 in 78.0 psf 5.251n 78.0 psf 78.11 psf 5.25 in 5.251n 78.0 psf 5.25 in Masonry Data f'm = Fs = 1,500psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Solid Groutin - 24,000 psi Yes 24,000 psi Yes kin 24,000 psi 00� 24,000 psi Yes Pt k Zo Yes HAI?i Fo 41�. kin Vr, 1. l.t U/ /IIJrlV4lIV Modular Ratio ' Short Term Facto Equiv. Solid Thit In BTU = 25.78 25.70 1.000 1.000 7.60in 7.60 in LU z / rr 4� t•V P. 25.78 2�.� 1.000 "9TH 7.60 in -99 I% U 25.70 :0��\P 1._000_ Glry t.bu CHANGE IN MAT'L SPEC..OR BAR SIZE/SPACING 8' C.M.U., SLD. GROUT fm= 1500. psi, Fy- 40000. psi #4 O 24.' Vert O Edge X14 O 24' Horiz • 0 2 3/4' N 8' C.M.U., SLD. GROUT • fm= 1500. psi, Fy-- 40000. psi #4 O 24.' Vert O Edge #4 O 24' Horiz 0 2 3/4- 04 • 8' C.M.U., SLD. GROUT I fm= 1500. psi, Fy=40000. psi ` #4 O 16.' Vert O Edge #4 O 24' Horiz c I 8' C.M.U., SLD. GROUT fm= 1500. psi, Fy- 40000. psi 2 3/4' ,� #4 O 8.' Vert O Edge #4 O 24' Horiz O I 8' C.M.U., SLD. GROUT fm= 1500. psi, Fy-40000. psi 2 3/4 • 2 #4 O 8.' Vert O Edge #4 O 24' Horiz O I 1-0 2 3/4' 0) HEEL (top) : #4 O 12.' o.c. #4 O 24' Horiz #4 HORIZ. AS SHOWN .. d V-9. � � •' CJ 1'11 •__ EXP, _V _99 3'_9- 10, 7'-0 RETAINING WALL NTS GDA ENGINEERING & SURVEYING Title, : D.R. MITCHELL 220 GRAND AVE. Job it: 96065 DSgni"' Date SEP 10.19% OROVILLE. CA 95965 Descriutinn.... 916-533-2068 916-533-3551IFAXI 7' CMU RETWALL e-mail ada c{�- mai12.uuiknet.com CANTILEVERED RETAINING WALL DESIGN 9.00 in _GENERAL KEY DATA SOIL DATA Retained Height = 7.00 it Allow Soil Bearing = 1,500.0 psi Wall height above retained s = n.nn it Equivalent Fluid Pressure method Added Slope Behind Wall = 0.00 :1 Active Soil Pressure - Heel Side= 30.0 psi Heighi of Soil over T ne = "6.011 in Active Soil Pressure - Toe Side = 3,3,i1!' I Soil Density = 110.00 pct. Passive Pressure = Water table height over heel = 250.0 Pcf DOTING BATA ----_._._._...._..__........__ F = F = 0.0ft Minimum Footing Rcbar Options.. tions.. g F - Minimum As = 0.U018 SIQING_DATA Toe Side...... Heel Side.... Toe Width = 1.00 ft Friction Factor i_ Footing & Soil = 0.300 Heel Width= t ' To 1 F t' W _ 1,7 _ ...neglect ht. for passive = 0.00in Footing Thickness = 9.00 in Lateral Sliding Force = 892.5 lbs KEY DATA less Passive Pressure Force= - 542.5 lbs less Friction Force = - 012.7 lbs Distance from Toe = Width 1.00 it Added ----- ..--- Restraint Force Requi; = 0.0! s = 9.00 in Depth = 16 i1U in (-FOOTING DESIGN RESULTS s F = F = 0,000 psi 40,000 psi Minimum Footing Rcbar Options.. tions.. g F - Minimum As = 0.U018 Toe Side...... Heel Side.... Rebar Cover 0 Tc = Rebar Covera Botto 3.00 in Not req'd. Not req'd " = 3.00 in Mu < S Fr Mu < S " Fr Toe Heel ACI Factored Soil Pressu = 1,819 204 psi Mu': From Upward Loa = 1,124 0 Wit Mu' : From Downward Loa = 107 0 it- if Mu: Used For Desi = 1,017 2,712 it -if Actual One -Way She; = 21.91 39.00 RSI "-� I'c:";�:�emc^i: Vie`- R�^':.� = .-L1 - . . ti Allowable One -Way She = 76.03 76.03 psi LUESISUMl.1ARY -� Total Bearing Load - 2.709 lbs Summary of Stem Ser tion Designs.... ...resultant ecc. = 5.99 in Top: 8 in Mas, #4@24.00 in@Edge, From 7.0 it to E Soil Pressure c@ Tom 1,299 <= 1,500 psi 2nd: 8 in Mas, 24@24.00 in@Edge, From 5.0 it to Soil Pressure e@ Heel 145 <= 1,500 psi 3rd: 8 in Mas, #4@16.00 in0o Edge, From 3.0 ft to 2 ACI Factored Press @ Toe = ACI Factored Press a Heel = 1,819 psi 204 psi P 4th: 8 in Mas, #4th 8.00 i E'd:ge; ; m 2.0 ft to 1. Footing Shear @ Tom 21.9 <= 76.0si 5th: 8 in Mas, #8� 8.0, v f q_�u�. 1.0 it to 0. Footing Shear (a3 Heel 39.0 <= 76.0 psi WALL STABILITY RATIOS Overturninq Stability Ratio = 2.60 Sliding Rat'io Ratio = 1.52 9�� OF CAS.\FOe GDA ENGINEERING & SUI tVL=YING Title : D.R. MITCHELL, 220 GRAND AVE. Joh #: J6M Dsgn'KI.I. Date Y tiL'P 10.1976 5965 OROVILL�, CA 9916-53-333 Description.... 916-533-20GU 91 5-533- 3555. 1 (,r--A>0, 7' CMU RETWALL e-mail odaci maii2muiknef.com CANTILEVERED RETAINING WALL DESIGN r S ESISTINQ FORCES & MQMENTS .....OVERTURNING..... .....RESISTING;..... Item----- Force Distance Ibs........__..._...ft__...I.- Moment Force Distance Moment --- ---..... .ft-tt.... ..._......... Ibs......._..._...__.ft.... _......... Heel Active Pressure = 900.9 2.58 2,327.4 Soil Over Heel 1,604.2 2.71 4,344.6 Sloped Soil Over Heel = Surcharge Over Neel = Adjaceni Footing Load. _ Axial Dead Load on Stem = 0,00 Toe Active Pressure = -8.4 0.25 -2.1 Soil Over Toe Surcharge Over Toe = Stem Weight(s) = 533.0 1.33 710.7 Earth c@ Stem Transitions = Footing Weight = 421.9 1.88 791.0 Key Weight = 150.0 1.33 206.2 Vert. Component = Added Lateral Load = Load (c) Stem Above Soil = TOTALS = 092.5 O.T.IV = 2,3?-5.3 2,709.0 R.M. = 6,052.5 Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Used To Resist Overturning ResistinalOverturnin„ Ratio STEM CONSTRUCTION R DFSiC-,N Inn S.tc.En-_ 2ad-Sfc[ L. _3rd_Stcm_ 4th Stem_ 5th Stem Stem OK Stem OK Stem OK Stern OK Stem OK Desir)n ai this irei.ght ahm= 5.n6ft 3.0F1 ft 2.00 it 1.00 ft 0.17 ft Wall t:9atcrial Abovr, "Ht"= {Masonry Masonry Masonry Masonry Masonry Thickness = 8.00 in 8.00 in 8.00 in 8.00 in 8.00 in Rehar Size = # 4 # 4 U 4 # 4 # 8 Rebar Spacing = 24.00 in 24.00 in 16.00 in 8.00 in 8.011 in Rebar Placed at = Edge Edge Edge Edge Edge Design Data fhrr=tb + Tatr_a = Total Force @ Section = Ph 5 2 60.0 ibs fl. n I % 240.0 ibs U.bYll I1.`i.in 375.0 ibs 540.0 ibs 11.`i!t`1 700.4 ibs Moment.... Actual = Itlomrnt..... Allnwaille = 40.0ft-It 776.1 ft-# 320.0 ft-11 776.1 ft-# 625.0 ft-tt 1.080.0 ft-11 905.4ft-ft 1,151.5 ft-# 1,595.4 ft->t 1,663.2 ft-# Shear..... Actual = Shear..... Allowable = 1.03lbs 19.36psi 4.13 psi 19.36 psi 6.56 psi 9.78 psi 19.36 Psi 19.36 psi 13.87 psi 19.36 Bar Embed ABOVE Ht. = 24.001n 12.00 in 12.001n 10.0, psi 4,53 ;;; Bar Embed BELOW I-It. = 24.00 in 12.00 in 12.00 in 18.05 in 0.00 in Wall Wein = Rebar Depth 'i = 78.(1 p sf 5.251n 78.0 psf 5.251n 78.0 psf 78.0 psf 5.251n 5.251n 78.0 psf 5.25 In Masonry_ Data I'm - Fs = 1,500ps! 1,500 psi 1,500 psi 1,500 psi 1,500 psi Solid Groutin - 24,000 psi Yes 24,000 psi Yes hin 24,000 psiZ1♦SOr p:ra' Yes 24,007 psi Yes Yes rkin kin ,•. kin cury � v 2 Vr1441 YIJFI . I,IV Modular Ratio ' = .V 25.78 ,V 25,78 gnu -XP. 1' - 9 25,7$ 7 �, 25..78 " 25.78 8 Short Term Facto = Equiv. Solid This = 1.000 7.60in 1.000 7.60 in -11.000 �T� ,Q00 ��r\P 1.000 _._. � r....,•... 7.i;0 in ~�:nr. i5Ii , y 7.bU GDA ENGINEERING & SURVEYING 220 GRAND AVE. Title R. MlTCHELI� Job It: 9 u6s Dsgnl ` Date SEP 11.1996 OROYILLE, CA 95965 Description.... 916-533-2068 916-533-3551IFAXI 4' CMU RETWALL e-mail odaOmail2muiknet.com CANTILEVERED RETAINING WALL DESIGN P9�ir WAY QF OVERIVRNIING & RESWIN - FORCL Q Mpr.� NIS w ...,.RESISTING..... Force Distance Moment 330.8 1.54 508.8 0.00 299.0 ...OVERTURNING..... .Item__ Force Distance Moment Heel Active Pressure = 375.0 1.G+' 625.0 Soil Over Heel 1.00 Sloped Soil Over Heel = 972.7 Surcharge Over Heel = `1, 08 9.7 Adjacent Footing Load = 0.17rt Masonry Axial Dead Load ori Stein = = Rebar Size = Toe Active Pressure = -15.0 0.33 -5.0 Soil Over Toe Surcharge Over Toe = 24.0.0 in Stem Weight(s) _ X8.00 •• 4 16.00 in Earth r@ Stem Transitions = _ Design Data - Edye Edye Edye ihil rs + ialr=a = Fi. FJh2 Footing Weight = 60.Olbs Key Weight = 11.11 1 Vert. Component = Moment .... Actual = Moment..... Allowable Added Lateral Load = 135.0 ft-tt Load @_b Stem Above Soil _ TOTALS = Vertical component of active 3G0.0 O.T.N = G20.0 pressure used for soil pressure Toe Surcharge Not U^ed T R �'� ...,.RESISTING..... Force Distance Moment 330.8 1.54 508.8 0.00 299.0 0.83 249.2 281.5 0.96 275.5 56.2 1.00 56.2 972.7 R.M. _ `1, 08 9.7 0 P,JIJt Qverturning ResistinRverturning Ratio jO- 1,76 Heel Surcharge Not. lined To Resist Overturning �•I,®r� ul. 1 It11V & I_)i=SiiaN -99 Tun Stcm- -2nd_Stem 3u Stem_ Design at this height abo- Stem OK 2.00ft Stem OK 1.0110 Stem OK Wall Material Above "Ht"= Thickness Masonry Mason �/ 0.17rt Masonry = Rebar Size = 8.00 in tt 48.00 in in Rebar Spacin - Rebar Placed at 24.0.0 in tt 4 16.00 in X8.00 •• 4 16.00 in _ Design Data - Edye Edye Edye ihil rs + ialr=a = Fi. FJh2 Total Force � Section = �- 60.Olbs I1.1 4 `i 135.0 lbs 11.11 1 Moment .... Actual = Moment..... Allowable 40.Uft-tt 135.0 ft-tt 220.4 lbs 281.6 ft-tt = 776.1 ft -11 905.4 ft-# psi 40,000 ft-tt a • 03. OF ri -99 GDA ENGINEERING & SUPNEYING Title : D.R. MITCHELL 220 GRAND AVE. loll :95065 DignlKU. Date SEP 10J 996 OROVILLE, CA 95965 Description.... 916-533-2060 916-533-35511FAXI 5' CMU RETWALL e-mail oda0mai12.ouiknet.com CANTILEVERED RETAINING WALL DESIGN 2.42 GES RAL LsolL DATA '12.00 in Retained Height = 5.00 it Allow Soil Bearing = 1,500.0 psi Wali height above retained s = n.flfl ti Equivalent Fluid Pressure Method Slope Behind Wall = 0.00: 1 Active Soil Pressure - Heel Side= 30.0 psi Height of Soil over Toe = 0.00 in Active Soil Pressure -Toe Side = 30.0 prf 9.00 in Passive Pressure - ?50.0 ^cf Soil Density = 110.00 pcf Water table height over heel = 0.0 it FD OTI N G DATA SI_.IDING--------------------._......... ....... ................. DATA .._ .......------- �° Toe Width i .uu It ^ �- Friciiun racior @ ruoiing &^^ ^ �uii - ^ J, u- u Heel Width = 1.42_. ...neglect [it. for passive = U.QQin Total Footing Width = 2.42 Footing Thickness = '12.00 in Lateral Sliding f=orce = 525.0 lbs less Passive Pressure Force= - 500.0 lb,-; KEY DATA less Friction Force = - 379.3 lbs Distance a from Tor = Width 0.75 it Added Restraint Force Requir = 0.0 lbs = 9.00 in Depth = 12.00 in _ FOOTING DESIGN RESULTS f'c = Fy = 2,11110 usi 60,000 psi Minimum Footing Rebar Optio�ts.. Minimum As = U.0018 Toe Side...... Heel Side.... Rebar Cover fa) Tc = 2.00 in Not req'd Not req'd Rebar Cover ® Bottr: = 3.00 in Mu < S * Fr Mu < S * Fr Toe Heel ACI Factored Soil Pressu = 1,788 0 psi Mu' : From Upward Loa = 978 0 ft -t# Mu' : From Downward Loa = 1 "3 412 H -t: Mu: Used For Desi = $35 412 ft-# Actual One -Way She: = 11,05 6.45 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable_ One -Way She = 76.03 76.03 psi [DESIGN SUF.IMARY Total Bearing Load = 1,264 lbs Summary of Stem Section Designs.... ...resultant ecc. = 6.58.in Top: 8 in Mas, #4@624.00 in@)Edge, From 5.0 it to Soil Pressure @ To -E 1,277 <= 1,500 psf 2nd: 8 in Mas, #4' @24.00 in@_Edge, From 3.0 ft to 1 Soil Pressure @ Hmi 0 <= 1,500 psf 3rd: 8 in Mas, 44CM16.00 inOEdne_ From 141 ft tn n ACI Factored Press @ Toe = 1,78$sf ACI Factored Press @Heel = 0 psf Footing Shear @ Tom 11.0 <= 76.0 psi Footing Shear @ Heel 6.4 <= 76.0 psi WALL STABILITY RATIOS Overturninq Stability Ratio = 1.73 Sliding Ratio Ratio = 1..57 CDA ENGINEERING $ SURVEYING Title : D.R. MITCHELL_ 220 GRAND AVE. Job 9: 951"; Dsgn,""L Date "E`''°'"'b OROVILLE, CA 95965 Descrirrtion.... 916-533-2060 916-533-3551117= 5' CMU RETWALL e-mail* oda0 mai12.auiknet.com CANTILEVERED RETAINING WALL DESIGN -.__._._....... -_...-._......... UMMARY OF OVERTUI?NiliiQ & RESIST!NQ- FnRCFS FMTC b .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Heel Active Pressure = 540.0 2.00 1,000.0 Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Lard Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transition-, FnnfGnra �i�iniat Key Weight Vert. Component Added Lateral Load Load U Stem Above Soil -15.0 0.33 -5.0 412.5 2.04 842.2 0.00 377.0 1.33 502.7 1 91 A151 n JVa-.J •L. '1JV.V 112.5 1.13 126.13 TOTALS = 525.0 O.T.IV = 1,075.0 1,264.5 R.M. = 1,909.4 Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Resisting/Overturning Ratio = 1.78 Heel Surcharge Not. Used To Resist Overturning STEM CONSTRUCTION 9 DESIGN Snn_Sfrm _2nJ_S1em 3rd_�te.m_ Stem OK Stem OK Stem OK Design at This heirlhi aho,= 3.00ft 1.5i:, fi 0.17 ft. Wall Material Above "Ht"= Masonry Masonry Masonry Thickness = 8.06in 0.00 in 8.00 in Rebar Size = ;t 4 ft 4 9 4 Rehar Sparing = 24.00 in 24.00 in 16.00 in Rebar Placed at = Edge Edge Edge Design Data fh/FB + fa/Fa = 0.052 0.412 0.624 I otal Force @ Section = 60.0 lbs 240.0 lbs 350.4 lbs Moment.... Actual = 40.0ft-If 320.0 ft -it 564.6 ft -ft Moment..... A!Iowa13Ie = 776.1 ft -It 776.1 ft -It 905.4114 Shear..... Actual = 1.03lbs 4.13 psi 6.13 psi Shear..... Allowable = 19.36 Psi 19.36 psi 19.36 psi Bar Embed ABOVE 1..1t. = 24.00 in 12.00 in '12.00 in Liar Embed BELOW lit. = 24.00in 12.00 in 6.00 in Wall Wein = 78.npsf 78.0 psf 78.0 nsf Rebar Depth 'i = 5.25 in 5.25 in 5.25 in Masonry Data f'm = 1,500psi 1,500 psi 1,500 psiFgrLSSIp Fs = 24,000psi 24,000 psi 24,000 psi `�`OE' HNRLFS tit Solid Groutin = Yes Yes Yes �c;',Xq , �%L Cnorinl (nnnnriin = P1In 'I{In Aln C7 \ ?. (2 S Lij ` 03 1-99 Modular Ratio' = 25.78 25.78 25.70 l`„��>'r�' Short Term Facto = 1.000 1.000 1.000 Fr,ltiv. Solid Thi( = 7.60 in 7.160 in nsi 40,000 in GDA ENGINEERING & SURVEYING = 1.92 Title : ,^,.R. MITCHELL = 12.00 in 220 GRAND AVE. 1,880 .lob #: 96065 Dsgni... Date SEP 11.1996 OROVILLE, CA 95965 = 6.00 in Description.... = 9.00 in ✓ 916-533-2060 916-533-3551IFAXI 47 4' CMU RETWALL e-mail ada0mail2.ouiknet.com 307 347 ft-# CANTILEVERED RETAINING WALL DESIGN 6.60 G Key Reinforcement: Not Req'd = Mu<S*Fr S Ol L DATA m Retained Height = 4.00 ft Allow Soil Bearing - 1,500.Qpsf Wall height above retained s = n.nn o Equivalent Fluid Pressure Method Total Beafing Load = Slope Behind Wall = O.QO : 1 Active Soil Pressure - Heel Side= 30.Opsfl**' Height of Soil over Toe = 0.00 in Active Soil Pressure -Toe Side _ 3 0. 0 pr;f 2nd: 8 in Mas, ##4@16.00 in@Edge, From 2.0 ft to 1 Passive Pressure 250.0 pcf Soil Density = 110.00 pcf Water table height over heel = O.Oft QTING, DATA�� 1f� NG DATA --------------------- � ... Toe Width = 0.50 ft Friction Factor @ Footing & Soil = 0.300 Heel Width = 1_42_ ...neglect ht. for passive = 0.00in Total Footing Width = 1.92 Footing Thickness = 12.00 in KEY DATA 1,880 Distance from Toe = 0.75 ft Width = 6.00 in Depth = 9.00 in ✓ tic = 2,000 psi Fy = 40,000 psi Minimum As = 0.0018 Rebar Coverc Tc = 3.00 in I Rebar Cover Botto = 3.00 in Lateral Sliding Force = 360.0 lbs less Passive Pressure Force= - 382.8 lbs less Friction Force 291.8 lbs Added Restraint Force Requir = 0.0 lbs Minimum Footing Rebar Options.. Toe Side...... heel Side.... Not req'd Not req'd Mu<S*Fr Mu<S*Fr ACI Factored Press @ Toe = 1,880sf ACI Factored Press c@ Heel = 0 psf Footing Shear @ Tom 6.6 <= 76.0 psi Footing Shear @ Heel 6.1 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.76 Sliding Ratio Ratio = 1.87 ILL -)9 /* Toe Heel ACI Factored Soil Pressu = 1,880 0 psf Mu' : From Upward Loa = 354 0 ft -U Mu' : From Downward Loa = 47 347 ft -9 Mu: Used For Desi = 307 347 ft-# Actual One -Way She: - 6.60 6,07 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One -Way She = 76.03 76.03 psi FSIGN SUMMARY Total Beafing Load = 973 ibs Summary of Stem Section Desir3ns.... ...resultant ecc. = 5.71 in Top: 8 in Mas, #4@24.00 in(r6Edge, From 4.0 ft to 22 Soil Pressure @ Tom 1,343 <= 1,500 psf 2nd: 8 in Mas, ##4@16.00 in@Edge, From 2.0 ft to 1 Soil Pressure @ Heel 0 <= 1,500 psf 3rd: 8 in Mas, 94@16.00 in a'iEdge, From 1.0 ft to 0 ACI Factored Press @ Toe = 1,880sf ACI Factored Press c@ Heel = 0 psf Footing Shear @ Tom 6.6 <= 76.0 psi Footing Shear @ Heel 6.1 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.76 Sliding Ratio Ratio = 1.87 ILL -)9 /* t RESIDENTIAL 072-18-0-034 93-1379 B,P,E,M MITCHELL, Donald R. Oro Quincy Hwy, Oroville i' (new single family] OFFICE COPY i Address �y— -- 1 ELECTRIC / Meter By Date'' gam l JOB FINALED (Date) Signature i. 'I. V=OK, 0 A OK Not = Not Reeadyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Locatlon-Teat-Wrap: / /"L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect B. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'s 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line ' 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Test-Crossovers-Breakere-Clearances 5. Drain; MH Test -Fell -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. Exits; Insp.-Sketch 10. Cert. of OCCUDancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posta-Beams-Rftra: Connectors Shthg -Rfg.-Bracing 5. Alum. Awn.; Columne-Connections-Splice-Decal-Enclosures 6. Carports; Windows -Doors - 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 V=OK O = Not OK • - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date/Initials UNDIM LOOR (Plans) OK except #'s Soils-Elec. 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth to alts, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors _Vq. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel kig. O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples " 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING Permit OK except #'s 1 . Water Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection O.W.V.; Test -Fittings & Anchor-Naii Protection Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access - 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection i _Z3!Elec. Receptacles Spacing -Lights & Switches at Doors . Size Boxes & No. of Conductors -Stapled ' q . Romex Installed Close to Edge of Studs & C.J. jg2aquip. Ground made up w/Meth. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI c 4 28. SMPfeed Wire Size P,!-ga. Cu or AI-A.C. Wire Size La`' r Al 29. Mange Circ. / . ga. C or AI- en Circ./ ga. r Al. Insulated Neutral Aa Yes 19 No Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. -32-0ta pies Closet Light -Shower Light -Spa Light j,25Smoke Detector Date/Initials MECHANICAL Permit OK except #'s 3 9.0 Ducts Insulation & Support Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING Plans OK except #'s 9. Si s, Proper Material & Anchors Nulls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing (' . graft Stop in Wells (rat proof) 1.4 Fire tops; Furred Ceilings -Stairs -Chases -Tub ] eaders & Beam -Size & Bearing Date/Initials FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 46. Ing. Joist-Rftr. ties- Puri in -roof Bra(;Tr7i n-gOthng -Rfng 0N'Fireplace Ties or Type A Flue -Fireplace Throat clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions L56.7Garage Fire Protection Framing 51--Propertyr'Gne Firewall & Openings 4S2-Ex-FDoors-One 3' -Check Garage -3rd Story, 2 Exits 53.6tairs-Width-1Headroom-Rise-Run-Lending-Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. hear Walls; Nailing -Bolts L 1 insuiationWCZjiings k- / 60. Infiltration -Walls -Windows Date/Initials FINALJPlansj OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings Smoke Detector 63�F Wase-Vents=Clearance-Comb. Air -Connector - A In Garage; Above Floor -Ducts -Meth. Protection & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel; Breaker Sizes & Labels UW -Fireplace or Stove; Clearances -Hearth Et;rYOutlets at Wood Panel; Int. & Ext. &Appliance; Grnd: Air Gap -Cooking Clearance LK Elea -Outlets & Receptacles at Kit. Counter C72-G-Nagi Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper 7tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection lec. & Mach. Equip. Listed for Location EI . Receptacles in Garage; (G.F.I.)-Romex Protection Insu ' n -Foam -Looked in Attic ❑ Yes D Construction -Post Caps -PHole Door -Drains e & Wood -Earth Clearance Looked under Floor . es 80. Following instld.; Drive es No; Walks ❑ Yes No; Pla is ❑ Yes o tucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. is Above Roof; Plbg: Appliance -Fireplace. -Clearance to Wings Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle-Underaround en til tion Throughout House 47 ass Protection rF /3C, ,A )K_torrections from Previous Inspections 89. _,Qt3Uater-&-Sewer Connected -C/O to Grade -HD Approval COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville,4-1'alifornia95965 - Telephone: 916.538-7541 93-1379 APPLICATION AND PERMIT ASSESSOR PAR -CEL NUMBER _ _FR—iBUILDING ZONING PERMIT OWNER DONALD R. MTTCHET,T. TELEPHONE SQ. FT. OCC. BUILDING VALUATION 9919 R $157 948 OWNER'S MAILING ADDRESS 172 AN CON7RAC TOR'S NAME TELEPHONE UNKNOWN CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS A_ ARCHITECT OR ENGINEER �\vt�` NONE ARCHITECT OR ENGINEER'S MAILING ADDRESS \ — M _ BUILDING ADDRESS `_ — — 20 C 960 Fireplace(AMAS 7-000 Total Valuation $ Filing Fee $ 15.00 Permit Fee $ Plan Checking Fee Energy Plan Checking Fee $ 20-00 Penalty $ Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 16 5.00 80.00 Solar or heat pump water heater 20.00 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF 92 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New XXAdditionLj Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: 3 BEDROOM. Permit Fee $ 137.00 Contractor ELECTRICAL PERMIT FilingrFee" ' 15.00 Main service 200AORLESS 18.50 18.50 Main service 20CATO 1000A) CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License 'Jo. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered el/for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. NS / DWELLING OR ADD . ACC. BLDGS. 4I OCCUP.tbl2 l _37.50 G V 3.60sq.ft.1(F7.50 NEW CONSTR_ MULTI -OUTLET NO N.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETSOR FIXTURES 20 764 Ex. Occup. OUTLETS PIRESID.)REA.) I 3.00 Temporary service 15.00 _ Mobile Home Facilities 15.00 Misc. byirin g '15.00 Permit Fee $ 181.00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating HEA1 PUMP 900 Coolin g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments co s, and expenses which may in any way accrue again ai ount i of the granting of this permit. �y X Date A lg95 Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required For xcovations over'0" deepId d I'tion or construct- ion of structures over 3 stories i Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 cc g_3 co�sJ�v/E V tV TOTAL FEE $ 1,802.75 HAz DFEES I P -- FLOOD XX CDF PARCEL XX PD HD Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees D LI MIT EXPIRES Date the applicable provi resolutions to do have been aid. WORDKSe'1 7 J 01 Receipt No. �. D — A -r 7 s oe WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECT GOLDENROD -APPLICANT r COUNTY OF BUTTE BUILDING DIVISION -DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Zontact this office immediately.. v I cia - C�__Wi! i'c.S�S 4 ed (' L ) A 1,--, .0 - / e- L4 ,4 -.P, i 1 c:;L- h / e_ . FLcx'>-,r .h , :, _ /., a C. %L F (a i . I Date / Inspector REV 10/92 YL. C COUNTY OF BUTTE r - BUILDING DIVISION i- _. DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE �- 3-f3-?CY OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. p I— / t _n 11 1 _ -L Date Zz - L Inspector % REV 101 2 z COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE • NW11:11 NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. QG Date ZZ 1c Inspector 2 1( REV 19l 2 NJ ._. _.. . Owner: "� F� Permit No 4�"t"�"'_ ENERGY C ERT I F I. C A'T ION 5970 Oro.Quincy, oroville,Ca. LOCATION A.Y. No. .f DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL, Material FIBERCI'ASS BAT TS Thickness(inches) 60" CEILING Brand Name Thermal Resistance (R Value)_ Brand Name MANVIL'E-SCHULLER Thermal Resistance(R Value)__R19 _ Batt or Blanket Type Brand Name Thickness(inches). Thermal Resistance(R Value)_ Loose Fill Type FIBERCIIASS Brand Name INSUL SAFE 3 Minimum Thicknesg(Inches) ]9 " Number of Bags 97 Wt. per bag 35 lb. Area covered(ft. ) 2800 Thermal Resistance(R Value)_ R42 FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Brand Name Thermal Resistance(R Value) _ Resistance(R Value)_ Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO., INC. 499150 _ NAME/OWNER STATE CONTRACTOR'S LICENSE NO. ,v G April 28,.'1994 SIG URE OF INSTAIAJ 'M APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE.CONTRACTOR'S LICENSE'NO. NN, /V - /,o SIGNATURE OF r.NGRALC ONTRACTOR OWNER DATE THIS CER'T'IFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR 110 FINAL INSPECTION APPROVAL. AND A COPY SHALL. BE POSTED WITHIN THE BUILDING. January 1984 0E OF TIME `!'��- • yet . •'R' U c . S-1 AI 9 CER I F I CAT E OF ` Z CONFORMANCE HE UNDERSIGNED MANUFACTURER HEREB Y M'CER TlF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190,1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau, The manufacture of these memberscqomplies with the 'manufacturing and fabricating provisions of Chapter 25 of the Uniform Building CZ, i } `JOB NAME: JOB LOCATION: RRHHinQ, CA CUSTOMER'S ORDER NO. 14167 DATE 7 87 MFGR'S ORDER NO. 13766 Members have also been manufactured to the amore restrictive ❑rovi i ona o f P S._ 5673. SIGNATURE COMPANY Riddle Laminators a TITLE QIIA1if Cnntrnl ADDRESS Riddle' OR DATE �/G_0187 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect ai said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Cel-ldlcale No. 37122 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Ft�G��v�p SAIF KCl I n I BR' Q 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION MONTUEWEDIHU FRI SAT STATEMENT COP'f ICASH SALE RECEIPT L3 t m F-1 cl 0 CONTROL NO. F1 Am [Vr DELIVER Pm 1E PICK-UP I tc:a) EFKS C 79814 1 4: --LOADED RT BUILDING CENTER ;=1100 E,20thST. '' "j P.O. BOX 689 CHICO, CA'.95928`, CHICO, CA, 95927 t/ YES' C3 NO' (916) 342'-1886 SALESMAN: DELIVIEMO BY 4"-B C." APPROVED BY DATE IVERED STORE NAME/NUMBER INVOICE :**WELCOME;TO.MEEK S** MEEKS CHICO SHIP TO: (SAME AS SOLD.TO UNLESS NOTED BELOW :•SOLD :BETTER BUILDERS CONST, I ti TER BUILDERS -11 .IT'INCY .J -m C Hi5790,.GRO QU MAIN, ACCT.. 5263 ROYAL OAKS DRIVE 5263 ROYAL CANYON O OROVILLE, CA 95966 ROVILLE. CA 95966 e wa6ted .!oate'Deii�oi&& ansa flon tore s"i, w, oat 1.c,6gIbme",Codo' 0.16—V No. Cy 42519-5 8-!43 4749 11.894 1 1 10 01/0/94 161/14/94 Lot NO:.' —A A., Estimate No. 4 S lesman rf.'. m3i;,Refore6c Numberl Job.. S LEO FROST; 6 3 3*6 'LL. A !PRICE/uNIT.' EXTENSION V:V�,,W-,DIES6Al - 'I N" AX, 5126 38 38 -I/81'X120 GLU LAM BEAf4 24F -V4 38.00 10.750/LNFTI. 4 zz 'rz! W-,, UT TO: 2-102" 1-199" jn >1 Z727 71v < - !T ryj'7 'q 1v ME 4, L: "M —3, 'N xl t V. i 91 FERMI Alf ,u r lit 4 oAr MPORTANT: ALL MERCHANDISE RETURNED SUBJECT TO A RE' 1AX E SIDE FOR TERMS CONDITIONS. SUB:TO, L KING CHARGE. SEE FEVERS T % 408. 00 725 29. Gc 438.12 DATE: �, It U 73 i�) 77 JESSEE HERT & RIR TEL '916-891-35452 Jitl-i 06'94 9 22 No 002 P.O -�.., Installation Certificate: .Residentia!• CF -6R •- Us'e of thio ro►m to antis/y the raqulrnnionta or the Adminlatrattvo Coda in;opitonal, but iho hrarmatiorl must be provided and posted. elle Ac1droas Permit Number An installation cartlficato Is required to be posted at the building site prior to the issuance of the occupancy permit. This form may be used to meet theso requirements. All appliance categories listad below are the actual equipment installed. Note that the efficiency'and type of the appliance installed must be oquivalent or batter than the appliance specified on the Certificate of Compliance (CF -1 R). This certificate (or Its oquivalont) shall be prepared and signed by tfio person(s) assuming overall x responsibility for the appliance installation. r 1, the undersigned, verify that the equipment listed In the category above my signature is the actual equipment installed and 4 that the•equlpment meets or exceeds the requirements of the Applianco Efficiency Standards. In addition, I have vorified that the:equiprtlont is equlvaient to o'e more efficient than the•oquipmont spocitlpd on the_.Cdrtltldafe,of Compliance submitted to ddrrionstrate compliance with th"o Energy Effi6oncy-Standards for residential tiuiidlrigs `°` HVAC SYSTEMS Note: Hydronic boiler lnformatlon is, entered here. Other hydronic or combined hydropic equipment is listed under Water Heating Systems. H4ating 1=quip. CEC Cortltied Actual Dlstributlon Duct or Heating Land He Type (lurnaco, Martuf,.Make & 'Efficiency . Type and Piping ' Before Over. Equlpment heat putttp, etc.) Model Numbor (AFUE, oto,) Locatlon R-Vpluo 3lzing (etch) Capaotry OBRuh)_ - LipAir, a(a i. Z– 64,,00 0 CVC Certlflod . 'Cooling Equip., Comprosaor Unit Actual. Distribution Duct dr, 1r't`*AV,, Manuf. Mako & ' ;Efitctehey Type and PI -I11 t 'nt Model Number •(SEER) Location R=Value t L -9-r) rap 4 The building design heat loss and design heat gain rate have boon dotormined using a method specified in Section 150(h) of the Energy Efficiency Standards, and aro two of the criteria used for equipment sizing and,'selection. t; Signature y Date ' HVAC Subontractor (C"o:;Name) or General Contractoror Owner V WATER HEATING SYSTEMS Energy'; Emorrtal Water Heating CEC Cartlfled Rated' Tank Factor or Tank system Type Manuf. Make & Input (kW Capacity Rocovoiy. . Standbys insulation (store o Sae, otc,) Model Numbor or B..t_uh) (gallons)_ Elf latency Loss (%) - R -Value . r M �G S ys res 9i3 SZ— 1. For small gas storage (rated Input k 75,004 Btu/hr), electric resistance and haat pump water heaters, list Energy Factor. For large gas atorago water hoatorn (rated input >75.000 13tu/hr), list Rated input, Rocovm Efficioncy and Standby loss. For Inslontaneous gas water heaters, lint Ratod Input and Recovery l;lfcioncy. "Foe Instantaneous oloctrfc wator hoatoe3, list hated input. :t�,CaC :• FAUCETS & SHOWSR HEADS Ali faucets and showerheads installed -are listed in the Commission's Directory.oVCortlfied Faucets and Showorheads, putsuaht to lltle 24, Part 6, Subchaptor 2, Soption 111, Signature Date. Plumbing Subcontractor (Co or General Contractor or G7vvner - r t' ? Rivissd January 1992 at ",gid ��ri✓ �r;cn N)COUNTY OF q' TTE - DEPARTMENT OF PUBLIC WORKS 1. 7 County Center or/1APILICATION - 1 roville. Califdrnia 95965 - Telephone: 916.'538-7541 - AND PERMIT - PERMIT NO. i-� TT=. 1 A55�5 O PARC UMB 1� I ZON^NG -w BUILDING PERMIT TELEPHOtm SO. FT. OCC. BUILDING VALUATION OWN R'S MAIL G ADDRESS f r Cs r) AC O 5 4 -4)TELEPHO n u) V\, Fireplace j[ 17010 CO NTRAC DR'S MAILING ADDRESS CONSTRUCTION LENDER LINKNO Total Valuation $ & Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee ARCHIVE 7T OR ENGINEER ip Ig le. LICENSE NO. Plan Checking Fee Z 1 Energy Plan Checking Fee $ ' 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS OV,(Dt1/ L_ I Ne Permit fee $ PLUMBING PERMIT FilingFee- 15.00 Each Trap/ 5.00 , Solar or keat Pu water heater 20.00 Q LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFi;:;;i Duplex 7"' .."-`��^� (-1 , Other / i SPECIFY _�_�JD — New Addi- `� u sta t+ n t r ❑ Describe work __ ...- qq C/reti ,x J�r�� l ±rte- ••^--. ^ — . t LAW n� 0-v� [are under �_ 'F1: c _ I �� ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation. will do the work,and the structure is not intended or offered for sale. (Sec. 7044) as the owner, am exclusively contracting with licensed contact- ors.. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason Gas piping system 1 - 5 outlets 5.00 Building sewer Mobile Home S G W @ t E Permit Fee $ Contractor ELECTRICAL. PERMIT Filing Fee 15.00 600V OR LESS Main service 200AORLESS 18.50 t.^ t Main service 20GATO t000At 37.50 NEW CONST. / DWELLING OCCUP. 3.6Q aq.ft. /y' I OR ADONS. 1 ACC. SLOGS. NEW CO 10 FL CTRCTITS) @ 5"00 —BRANCH POWER APPARATUS tr (SINGLE OUTLET CIR. I Ex. OCCup(OUTLETS OR FIXTURES]20 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESIO.) EA.) I 3.00 j Temporary service 15.0V10) Mobile Home Facilities 15.0I, Misc. Wiring 15.0 Permit Fee $ Contractor j WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liaoilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit Date azure of Applicant - Owner ❑ Controetor ❑ Agar" ❑ An OSHA permit is required For excovations over.5'0•' deep and demolition or construct- ion of structures over 3 stories In height. MECHANICAL. PERMIT' Filing Fee 15.00 Heating ) fye Ct tu Wl Cooling EHood 6.50 Ventilation y , Fee - Permit Feer S' Contractor Mobile Home Installation Fee - Energy Inspection Fee Z ..�S occ CONST TYPE TOTAL FEE $ HAz 1 0FEES IMP FLOOD CDF PAR PO HD ISSUE V This permit is hereby issued underthe•applicable provi- sions of the Butte County Cade ani/or resolutions to do work' indicated above for which.fees have been paid. DIRECTOR OF PUBLIC Vb'O.'. `S By. Date PERMIT EXPIRES Date _ Receipt No. --ITE-O.P.W.. YELLOW -^38935001. PIMA-I"PtCTOR. GOLDENROD -APPLICANT. NTYOF BUTTE - DEPARTMENTOFbEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916)538-7541- PERMIT 916)538-7541' PERMIT APPLICATION DATA SHEET OWNER LC i A. NP. 0 P-9 - ^ 0 Proposed Building Use Building Inspector Date JE�.. At time of permit application, I was advised the following data must be submitted prior to permit -processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... obilehome data a d manufacturer's installation instructions, 2 sets. . ees of $ f S'72r- .......................................... / 01110 ��jn E011. Impact fees as shown on attached schedule. 12. California Department of Forestry plan appfoval/fees....................... . 13. Flood elevation letter (100 year flood) by Calif is Engineer. .. :: -� 14. Sanitation and plot plan approval �' V Health Department. .......... _ "` 15. City of Chico plumbing permit. .................................. 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage.'/ 19. Driveway permit (construction approval required prior to occupancy). (41�ree. !vu! / 20. Pre -inspection for nspection qu required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................:. . Az 23. Owner -Builder Verification (Given to owner Mail to owner:::::::.. . 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. 'Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :........... ...... - 30. Documentation of 50% subdivision developed or (A) Road improvements completed ik; and (B) Parcel meets zoning area and frontage requirements. ............... xisting violations/expired permits . ...................................... Ian check list . ..................................................... 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone, _ and hold for pickup at ('`cD office. Deliver with inspector. Other Parcel Creation 19 ��4 _p3 Acreage Applicant Date _Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pri r to pe v6 ance: cle ew i erp, not checked above). 1. Index permit for above items 2. Additional items required: Contractor, designerowner es advi ed of above required data by _ phone _ mail Counter by ate Contractor, designer, r a advised of above required data by /hone _ mail Cou r y �-�ate y Plans checked by Date Plans approved by Date _ Sets of plans on hold iny File cabinet AP folder i�w✓vutiNUG7 Copy - Department of Public Works Building, Department FROM: Environmental Health SUBJECT: Sanitation Clearance )16W�� Owner Location Plan Approved f r: Sewage Disposal v 'Water Supply: I'uhlic Clearance for bedroom vmhome. lhcr I:.II.IISIi LIXLY I'I„t Ilan Attached Flour flan Atuched— Sent to B.D. 7�;_l 17A_ AP# Private Well Hold Final clearance O.K. for: N Environmental Health S 8/92 C/ F3 ist Date COUNTY OF BUTTE - DEPARTMT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER © n ` /� � �f C � el A. P. N0 PROPOSED BUILDING USE DATE 1. School District Fees aro 0 Y! PS (paid at District Office) ............. .......... Sheriff Fees (paid at Building Department) Residential .......... _X 65� 0 =$ 3� unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential.(per unit) R =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other REC. # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE. 09 crs 0 0 OF DARKNESS HOUR DAY leg ABUSE CARE OF VICTIMS OF FAMILY VIOLENCE AND WEIGHT. DI.SORDERS- MHLLITUS, DIAGNOSIS AND TREATMENT MANAGEMENT Oi'.DIABETS MELLITUS INTEROLOGY IN CLINICAL USING OF HHKODIALYSIS FOR NURSES AND DIALYSIS PER %OGY NURSING . I - I PHARMACOLOGY AND THE AGED PATIENT MOGIC ASPECTS OF AGING MANAGEMENT FOR THE ELDERLY HEALTHY AGING- I i KOHN'S INTRODUCTION TO OPERATING ROOM TECH IENTATION FOR THE OPERATING ROOM 1 CARE NURSING OF i!Hi MULTI -INJURED PATIENT JTATION OF-TiE.-HRiD-INJURE6 ADULT %HS OF OSTOXY CARR OF ORTHOPEDICS ,OGICA1�40'BER-AVIORAL ASPECTS OF PHYSICAL D U00GICAL-AND SOCIAL IMPAei3OF'PIRSICAL,DI ; AND th' AGED oNOLOGIC NURSING ISK PERINATAL USING ; CARE FOR PARENTS AT RISK FACILITY LOC Be Be Be Be Be Be Be Be, Be Be Be Be Be Be Be Be Be Be Be Be .Be Be Be Be is/yl RESIDENTIAL PLANr CHECKIN�G VIDE MISCELLANEOUS ITEMS TO -LOOK OUfi FOR ' 1. Sta'rway, details': landings, rise and run, head clearance, handrails -,.(-Sec. 3306). rail details (Sec. 1711 & 3306(j). .ick or stone veneer (Chapter 30). erio plaster -weep screeds (Sec. 4706). 5� Px er roof pitch for roof convering (Chapter 32). 6. oof covering type - (fire hazard). ba�i insulation - protection. 36 �ia11s and stairways. Nving area over garage - complete 1 -hour separation required on garage side ,i ding supporting walls and posts, etc' exits on three-story dwellings.(sec. 3303 & see Mezannines - 1716). 1 Attic access and ventilation (Sec. 3205). tier - access and ventilation (Sec. 2516). 1 ombustion air for fuel burning appliances - L.P.G. requirements. e r quirements on duplexes. 1 gaergy design. 1 . Flashing at all exterior openings. ` responsible area requirements. sHF6Y �- rPr> o C4J /V D.71 1 -4 9- T?oo fz- FM'C, /-T �,")�>6 ,0,YR 1:� SSS V. P� Iv ( F 9.21.93 Cot C-P(A wk"L �I 1 /N /> 544aEET p �o� c�4ti-�' • DEQ. � �� If RESIDENTIAL'PLANPCHECKING:GUIDE 8/91 (S.F., DUPLEX -& MISC. ONLY) Bldg. Permit # OWNER A . P . # %2 /9- 34 - Plan CheckerZZ!w� g.3 j.�j� GENERA , 1. ing requirements. (sideyards and number of permitted living units). 4��. ation.G0,,p,�-rS?t.: 3�: ans signed by designer. Q- Proper description of work on application. r.ting violations on property. ems on -data sheet. (W.C., fees, Health, Developer Fees, License law, etc). co.-Recorded notice of violation. PLOT PLAN. SV omplete parcel size and dimensions. t cks, sideyards, easements, etc. Ver buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). i FAU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR LAN Complete to scale plan with dimensions. 2. Re uired windows for light and.ventilation (Sec. 1205). equired windows for second. exit (Sec. 1204). gh't's (Chapter 34 & Sec. 5207) . uman impact glass (Sec. 5406). o Re'uired-room sizes;;ceiling heights (Sec. 1207). ' Is in baths,'garage,,kitchen,. and_exterior outlets (Article' Wight -fixtures, switches, receptacles, and exterior receptacles t ance of mechanical equipment. .. Loc tons of water heater, heating and cooling equipment, other gas equipmeht. Mage firewall, door size, and closer (Sec. 503(d)(3)). 1 '"xterior exit door (sec. 3304 (f). and wood stove location, alcoves, and clearance. 35��okedetectors (Sec. 1210). . Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS tandard bracing or engineered design (Table 25V) �ere�story l shape, size, or split level house requiring lateral design.; requiring balloon framing and/or.engineering. story building requiring engineered calculations and.plans. Zundation plan complete enough to construct' building.-J014N 44,' {ZTEMq. oor construction details complete enough to;construct building. 7. F].evations and wall construction details complete enough to construct building i'/Roof construction details complete enough to construct building. 9. Fireplace construction details and calcs if necessary. 1�er ties or bearing ridge beam. ar Goor or porch header sizes. ],A, -Stud heights. '1-. be soils - special foundation design. Gaining walls requiring design. -r_5ial Inspection required. 210-8). for main - electrical i v ;Mpidition Sheet r Project k%a C^/2- w1NDO w C);(=w%`'alSneet Feature nn DateDesigned 7ZItem 9-ZD�3 Checked Date ove-4 /Mt.(— 610T•,L.10 t- dGGA! A"Jo U1',.,4ct-i ollc y,,,,cJ 12, Z , 1 e A O C'%I ,S A C`.�. i n % Z 'lrC. l Q /i_ !N /►'L..L. �I r J /nI G S 44"r., 1�5 CC` 'L L':A , .S'40S ��MLDJ' NMc �n �Gc-ntre , ovte, 06w I _— - _ 1 Hv tom. 0 1c) . M P-% 1"4. i �PtF 3• S -79 o PL -P f - ,S w= 3SSY W r :0:9) 1S94-X3�S--f,3SsSXS�7S � � 34'6 Z•-.S-f-jS94-x 41S+ .29 = -7'9 19 7$7.3 1�f2� 2c.tov 40 oq f okz 8/91 RESIDENTIAL PLAN -CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR •E �' - T 1. Staff' a ils: landings, rise and run°;w'hea`d' `clearance handr'a%Ts �p W (Sec. 3306). g '' ' 2. Guardrail details• c. 1711 & 3306(j) 3. Brick or stone veneer apter 30). 4. Exterior plaster - weep sc eds (Sec. 4706). 5. Proper roof pitch for roof con ring (Chapter 32). 6. .'Roof covering type (fire -hazard 7. Foam "insulation: - protection. b8; `' , 36"' balls and stairways. 9. Living area over garage - complete'1- bur sepa ion required on garage side ` including supporting walls and pos etc. s.:10. -Twoexits on three-story,dwelli, -s_(sec.=3.30,3.&,see;Mez ' in' s -11716):.''"tib 11. Attic'access and ventilation` oc.'3205): 12. Underfloor access and vent' ation'(Sec. 2516):-. 13.'Co'mbust on�,ai'r for fuel urning appliances - L.P.G. requirements.` 14. Noise requirements o duplexes. 15. Energy design. , 16. Flashing at a exterior openings. ,TY' 17. CDF respon le area requirements. 1 s , • . , i 1. ` a l W tpl s Z- 9 - + AI g4 ox 7 r L/ 1 G� 8/91 ' > RESIDENTIAL PL•ANL CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT'FOR • -•• - :..°+., '''` °-'fir°''.• `;• 1. Stairwa details: landings, rise -and run, head clearance, handrails_.. (Sec. 30 2. Guardrail detai (Sec. 1711 & 3306(j).. . 3. Brick or .'stone--vene (Chapter,'30) ` _ s _ •, ; <, r , 4. Exterior plaster - wee screeds (Sec.' 4 5. Proper roof pitch for roo converin hapter 32). 6. Roof covering type - (fire h and . 7. Foam insulation -protection. 8. 36" halls- and 'stairways . 9. Livingarea over r }' garage complete 1- r separation required on garage side `. including..su,pporting is and posts, etc. 10: Two exits on three tory dwellings (sec. 3303 ee Mezannines - 1716). 11. Attic access an ventilation (Sec. 3205). 12. Underfloor a ess and ventilation (Sec. 2516). 13. Combustio air for fuel bufning'appliances - L.P.G. requi ements. 14. Noise r uirements on duplexes. 15. Ener design. 16. F shing at all exterior openings. _ ' 17 DF responsible area requirements. ,r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for Mitchell Date........ 09/22/93 Project Address........ A.P.NO. 72-180-034 Oroville CA �- Documentation Author... Neal Kuopus Builr� Permit Company ................ CALCTECH /� Telephone .............. (916) 589-4219 Plan Check t Dat Compliance Method...... MICROPAS4 by Enercomp, Inc. I Fie C ec Date Climate Zone........... 11 MICROPAS4 v4.01 File-MITCHCO Wth-CTZllS92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation.. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 2912 sf 001 - Single Family Detached New Front Facing 257 deg (W)so-`-� 1 1 Slab On Grade (Package D)� BUILDING SHELL INSULATION Component Insulation Assembly Type �R=value U -Value Location/Comments Wall Front R-20 0.055 Wall a( R-15 0.078 Door Front R-0 0.330 Roof n' �! R-48 0.020 0.530 S1abEdge �� R-0 24.0 S1abEdge 2 Drapes.Std R-5 0.580 S1abEdge V1 R-0 0.500 S1abEdge 2 Drapes.Std R-0 0.550 Orientation FRONT, RIGHT, TO GARAGE TO GARAGE FLAT CEILING SLAB EDGE BACK, LEFT 6UTTE COUNTY SLAB EDGE .WILDING DEPARTME' SLAB EDGE SLAB EDGE FENESTRATION Area I., �U_ # of (sf) Value Panes Over - Interior Exterior hang/ Shading Shading Fins Window Front (W) 142.0 0.510 2 Drapes.Std None Yes Door Front (W) 40.0 0.550 2 Drapes.Std None Yes Window Right (S) 24.0 0.500 2 Drapes.Std None Yes Window Right (S) 56.0 0.510 2 Drapes.Std None Yes Window Back (E) 140.8 0.510 2 Drapes.Std None Yes Window Back (E) 48.0 0.500 2 Drapes.Std None Yes Window Left (N) 24.0 0.510 2 Drapes.Std None Yes PERMAI;- MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes 62 _ 3.5 TILE-..& VINYL_J S1abOnGrade No 22-8.3 9 3.5 -CARPETED r--' pe1111 Glz<5'0% Vinyl Vinyl Vinyl Vinyl VV in� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace ACSplit Tank Tvne 0.780 AFUE Attic R-4.2 Setback 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-5 slab edge insul. 18in. deep required except at Garage R-15 wall insulation required per Form 3 R-20 wall insulation required per Form 3 R-48 ceiling insulation required per Form 3 Viking 8000 Series vinyl -frame clear & clear dual pane Dual -pane glazing per manufacturer's NFRC tested U -values FURN.78: min. CEC std. required AC.10.0: min. CEC std. required External Insulation R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Don Mitchell Company. Address. 172 Canyon Dr. Oroville, CA 95966 Phone... (916) 589-3406 License. Signed.. 9 -ZS -43 (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Neal Kuopus Company. CALCTECH Address. Drawer G Feather Falls, California Phone... (916) 589-4219 Signed.. Q �c.- � 1IA C q3 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Residence for Mitchell Date........ 09/22/93 Project Address........ A.P.NO. 72-180-034 Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.01 File-MITCHCO Wth-CTZllS92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZllS92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/ watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Residence for Mitchell Date........ 09/22/93 Project Address........ A.P.NO. 72-180-034 Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.50 9.56 3.94 Space Cooling.......... 10.07 8.18 1.89 Water Heating.......... 8.97 8.97 0.00 Total 32.54 26.71 5.83 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 2912 sf Single Family Detached New Front Facing 257 deg (W) 1 1 ReducedYear Slab On Grade 1 Special 23296 cf 2912 sf 2912 sf 2912 sf 16.3 % of FA 8 ft BUILDING ZONE INFORMATION (Package D) Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2912 23296 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 426 0.055 R-20 257 90 Yes WS5R152X4.16 FRONT 2 Wall 396 0.055 R-20 167 90 Yes WS5R152X4.16 RIGHT 3 Wall 419 0.055 R-20 77 90 Yes WS5R152X4.16 BACK 4 Wall 244 0.055 R-20 347 90 Yes WS5R152X4.16 LEFT 5 Wall 190 0.078 R-15 347 90 No GW.15.2X4.16 TO GARAGE 6 Door 18 0.330 R-0 347 90 No None TO GARAGE 7 Roof 2912 0.020 R-48 0 0 Yes R.48.2X6.24 FLAT CEILING PERIMETER LOSSES Length F2 Insul Surface (ft) Factor R-val Location/Comments HOUSE 8 SlabEdge 203 0.530 R-0 SLAB EDGE 9 SlabEdge 42 0.580 R-5 SLAB EDGE 10 SlabEdge 10 0.500 R-0 SLAB EDGE 11 SlabEdge 16 0.550 R-0 SLAB EDGE FENESTRATION SURFACES SC SC Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description HOUSE 1 Window 48.0 2 Vinyl Slider 0.51 257 90 0.88 0.78 Drapes.Std 2 Window 48.0 2 Vinyl Slider 0.51 257 90 0.88 0.78 Drapes.Std 3 Door 40.0 2 Glz<50% Hinged 0.55 257 90 0.88 0.78 Drapes.Std 4 Window 6.0 2 Vinyl Slider 0.51 257 90 0.88 0.78 Drapes.Std 5 Window 40.0 2 Vinyl Slider 0.51 257 90 0.88 0.78 Drapes.Std 6 Window 12.0 2 Vinyl Fixed 0.50.167 90 0.88 0.78 Drapes.Std 7 Window 18.0 2 Vinyl Slider 0.51 167 90 0.88 0.78 Drapes.Std 8 Window 18.0 2 Vinyl Slider 0.51 167 90 0.88 0.78 Drapes.Std 9 Window 20.0 2 Vinyl Slider 0.51 167 90 0.88 0.78 Drapes.Std 10 Window 12.0 2 Vinyl Fixed 0.50 167 90 0.88 0.78 Drapes.Std 11 Window 40.0 2 Vinyl Slider 0.51 77 90 0.88 0.78 Drapes.Std 12 Window 24.0 2 Vinyl Slider 0.51 77 90 0.88 0.78 Drapes.Std 13 Window 24.0 2 Vinyl Fixed 0.50 77 90 0.88 0.78 Drapes.Std 14 Window 53.3 2 Vinyl Slider 0.51 77 90 0.88 0.78 Drapes.Std 15 Window 24.0 2 Vinyl Fixed 0.50 77 90 0.88 0.78 Drapes.Std 16 Window 17.5 2 Vinyl Slider 0.51 77 90 0.88 0.78 Drapes.Std 17 Window 6.0 2 Vinyl Slider 0.51 77 90 0.88 0.78 Drapes.Std 18 Window 24.0 2 Vinyl Slider 0.51 347 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right, Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 48.0 6 8 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 48.0 6 8 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 40.0 6.7 6 6.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 2 3 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 40.0 6.7 6 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 6 2 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 18.0 6 3 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 18.0 6 3 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 20.0 4 5 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 6 2 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 40.0 6.7 6 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 24.0 4 6 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 24.0 6 4 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 53.3 6.7 8 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 24.0 6 4 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 17.5 3.5 5 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 6.0 2 3 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 24.0 6 4 4 1.3 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 623 3.5 28.0 0.98 R-0.0 TILE & VINYL 2 S1abOnGrade 2289 3.5 28.0 0.98 R-2.0 CARPETED HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.780 AFUE Attic R-4.2 0.830 ACSplit 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-5 slab edge insul. 18in. deep required except at Garage R-15 wall insulation required per Form 3 R-20 wall insulation required per Form 3 R-48 ceiling insulation required per Form 3 Viking 8000 Series vinyl -frame clear & clear dual pane. Dual -pane glazing per manufacturer's NFRC tested U -values FURN.78: min. CEC std. required AC.10.0: min. CEC std. required CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320' User-CALCTECH Run -Proposed Residence Reference Name WS5R152X4.16 Description .... WallStu R-5 R-15 2x4 16oc Type ........... Wall R -Value ........ 20 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.38 0.375 in stucco 0.06 0.06 2. BLUE.BOARD 1.00 in Dow -Corning blue insul. board 5.00 5.00 3. BLDG.PAPER Building paper (felt) 0.06 0.06 4c. BATT.R15 R-15 batt insul (cavity = 3.5 in) 15.00 -- 4f. FIR.2X4 2x4 in fir framing -- 3.46 5. GYP.0.50 0.50 in gypsum or plaster board .0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 21.42 9.89 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 21.42 x 0.85) + (1 / 9.89 x 0.15) = 0.055 Btuh/sf-F Total R -Value: 1 / 0.055 = 18.23 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . GW.15.2X4.16 Description .... Wall R-15 2x4 16oc Type ........... Wall R -Value ........ 15 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM. EX 1. GYP. 0.63 2. BLDG.PAPER 3c. BATT.R15 3f. FIR.2X4 4. GYP.0.50 I. FILM.IN.WLL Exterior air film: winter value 0.625 in gypsum or plaster board Building paper (felt) R-15 batt insul (cavity = 3.5 in) 2x4 in fir framing 0.50 in gypsum or plaster board Inside air film: heat sideways Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION 0.17 0.17 0.62 0.62 0.06 0.06 15.00 -- -- 3.46 0.45 0.45 0.68 0.68 16.98 5.44 Cavity Framing Total U -Value: (1 / 16.98 x 0.85) + (1 / 5.44 x 0.15) = 0.078 Btuh/sf-F Total R -Value: 1 / 0.078 = 12.89 sf-F/Btuh � � J CONSTRUCTION ASSEMBLY Page 3 3R vrniArt m;t1P__________ Residence for Mitchell Date........ 09/22/93 MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . R.48.2X6.24 Description .... Roof R-48 2x6 24oc Type ........... Roof R -Value ........ 48 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description Cavity Frame R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphault shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BLOWN.R29.0 R-29 blown -in insul 29.00 29.00 6c. BLOWN.RI9.0 R-19 blown -in insul 19.00 -- 6f. FIR.2X6 2x6 in fir framing -- 5.45 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 51.15 37.60 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 51.15 x 0.93) + (1 / 37.60 x 0.07) = 0.020 Btuh/sf-F Total R -Value: 1 / 0.020 = 49.89 sf-F/Btuh 4 HVAC SIZING Page 1 HVAC Project Title.......... Residence for Mitchell Date........ 09/22/93 Project Address........ A.P.NO. 72-180-034 Oroville CA Documentation Author... Neal Kuopus Building Permit Company ................ CALCTECH Telephone .............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone ............ 11 Field Check/ Date MICROPAS4 v4.01 File-MITCHCO Wth-CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION FloorArea ................. Volume. ..... ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range..... ..... Interior Shading Used Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2912 sf 23296 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 257 deg (W) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 12249 4961 Glazing Conduction............... 9721 6319 Glazing Solar............ ...... n/a 19680 Infiltration ..................... 13251 5440 Internal Gain .................... n/a 2100 Ducts ............................ 3522 3850 Sensible Load .................... LatentLoad ...................... 38743 n/a 42350 8470 Minimum Total Load 38743 50820 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. -700 � — Zzs�.a� r,S' Z4 Yja- (--R) � f, I 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS C U� `J F� -o ON J N cli � o Z G Q c� 1 t c Tl- o, t' `J -o J N w 33 g .�.� HISS v t- z ':�' 2,4- . s t- 14 S so )( 41 � Vv zy ',ct,5� ,-- Y�� U) 0 -ii I�tzo��X3-f-��S��s,s3075 1 z/ �pp��S fi z��fi 2, - r? F.L-. . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 CO'UNTV CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: 1916) 538-2140 B U T T.E C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T q Lel-3FAX NUMBER (916) 538-2140 DATE / 2 .TO:y FAX NUMBER: 5-333 _ 3751 ATTENTION: KEN REGARDING: A.P. NO. PERMIT NO. SUBJECT: ti DoTC �( / L ^- r�r/%/V j1r 710/U (j(�4L C SPECI STRUCTIONS: [ J SEE PLAN CK LIST TO FOLLOW ( REVIEW AND RESP ACCORDINGLY [ J FOR YOUR IN/F�O-RMMApTION Y [OTHER: 70 ?��%r4! L ��•� S SINCERELY, QJO4R';;;;�-8NRY, P.E. PLAN CHECK ENGINEER OR GAIL, G: D. A. Engineers -Surveyors -Planning / rJ.e C/U,-/�'O.A/ OIZ . „, .• ?,, Grand Avenue Q 2 p v/LL t, C A Orov Ila, Californl'a 95965 (916) 533-2968 9 / 6 ' SB9 ' 360 (, L/ 5,�GIC s 7V P ' 24 MIA -1 x� -/o//U s rUD .WALL _n ri C4 C4 -4'-o r ;� CI C14 C14 57r_A8 � 8„CMU lzvv c�to��Lc �fESS� � ��ni t`;Iii(.�'@��'`1C`\ F ' ►' � RAv�L ��`' S'O � L• R157 -1V.1 -Fc .= zed lops/ Zg- .Or¢ . S, � �To� s �.� �, a� �;� Baa �aaa C A h C4 H N A / Engineers - Surveyors - Planning /'7d C61,,/ 012 'I , Gr rd. venue o a o VILZ C, CA Oroville, California 95965 (916) 533-2268 9 / 6 -sag - S .0 i6 L s/r6i ffD_7V&6 lwoj�' -n/�J \ C OV/0 STUD WALL �c ll /. o T SLAB A D 8"CMLI Nil 1.115 fit et4e1L''(4LCCM A" FEIZ F 'p,PC "P>"(:r RAVGL 0 ny��ti`��t-L Li a r�Npls7WR13ED b �0 S . 1900 93-.xS'Y2 9 -2a -9R DESCRIPTION >> DON MITCHELL >> FOUNDATION WALL ---------- SOIL DATA ------------ ALLOWABLE BEARING = 1,,500 psf ACTIVE FLUID PRESS = 35 pcf DESIGN FLUID PRESS = 35 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = 0 :1 (horiz:vert,0=level) PASSIVE LATERAL = 250 psf SOIL DENSITY = 110 pcf SOIL HT OVER TOE = 7.33 in (can't exceed top support ht) --------- VERTICAL AXIAL DL ON STEM AXIAL LL ON STEM ...ECC. (Toe side LOADS ---------- 200 plf 160 plf '+') = 0 in SURCHARGE OVER TOE = 0 psf SURCHARGE OVER HEEL = 0 psf --------- LATERAL LOADS ------- = --- LATERAL LOAD ACTING ON 7.33 ft STEM ABOVE SOIL = 0 psf ADD'L LATERAL LOAD = 0 plf ...TOP FTG. TO START = 0 ft ...TOP FTG. TO END = 0 ft "... ('+' increases slidina) 0 in --------------------------- WALL & FOOTING DATA --------------------- -- % FIXITY @ BASE OF WALL (100% = full fixity) - 50 % HT. ABOVE TOP SUPPORT = 0.00 ft -------- - Passive Pressure DIST. TO TOP SUPPORT = 7.33 ft RETAINED SOIL HT. = 7.33 ft Total Wall Heiqht 7.33 ft 1. 54: Addn' 1 Foxe:.e::R'cf;!;�+' KEY DEPTH = 0 in TOE WIDTH = 2.00 ft KEY WIDTH = 0 in HEEL WIDTH = 2.00 ft KEY DIST. TO TOE = 0 ft ------- FOOTING THICKNESS = 12 in Total Footing Width = 4.00 ft (Toe Width = Location of face) ------------------------- GENERAL SUMMARY ---------------------------- Pressure @ Toe = 549 psf Ecc. of Resultant - -1.544 in , Pressure @ Heel = 812 psf Kern Distance = 8 in 1 Allowable Press. = 1,500 psf Footings 1 -Way Shear: Sliding F.O.S. = 1.54 @ Toe = 6.2 psi; @ Heel = 1.2 psi; Restraint Force Req'd Allowable Shear = 76.0 psi; at Top of Wall = 250.6 lbs Additional Restraint Footing Overturning Req'd at Bottom = 0.0 .... lbs Stability Ratio = 5.60 ---------' :1 ---------------------- Slab Used To Resist Sliding ? FTG/SOIL FRICTION = SOIL TO NEGLECT = Factor of Safety = SLIDING CHECK @ BASE -- FOOTING DESIGN Soil Press. Mult . --Toe- --Heel-- f ' c By ACI Eq. 9-1 psf= 778 1,151 Fy �.`,.; �'' 60 , 000 si Mu - Upward ft-#= 1,681 1,023 Min .ste'eI Mu - Downward ft-#= 608 1,190 USE SP `VIdDR...HIv;T;' Y y/n Mu - Design ft-#= 1,073 (167 ) .......... 'ii oices ......... One -Way Shear: --Toe-- --Heel-- Actual psi 6.2 1.2 #4 @ 15.87 in o.c. 15.87 in Allow *.85 psi 76.0 76.0 #5 @ 24.60 24.60 /i 7 Lam- 7 Lateral Pressure 918.3 lbs .Ny./n - Passive Pressure 324.3 lbs 0.4 - Friction Pre.5.5ure 1088.5 lbs 0 in 1. 54: Addn' 1 Foxe:.e::R'cf;!;�+' 0 . 0 lbs -- FOOTING DESIGN Soil Press. Mult . --Toe- --Heel-- f ' c By ACI Eq. 9-1 psf= 778 1,151 Fy �.`,.; �'' 60 , 000 si Mu - Upward ft-#= 1,681 1,023 Min .ste'eI Mu - Downward ft-#= 608 1,190 USE SP `VIdDR...HIv;T;' Y y/n Mu - Design ft-#= 1,073 (167 ) .......... 'ii oices ......... One -Way Shear: --Toe-- --Heel-- Actual psi 6.2 1.2 #4 @ 15.87 in o.c. 15.87 in Allow *.85 psi 76.0 76.0 #5 @ 24.60 24.60 /i 7 Lam- 7 Cover over Rebar in= 3.00 3.00 #6 @ 34.92 1134.92 Ru = Mu/hd-2 psi= 14.7 2.3 #7 @ 47.62 47.62 AS REQ'D in -2= 0.151 0.151 #8 @ 48.00 48.00 #9 @ 48.00 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- Masonry Data... f'm = 1,500 psi MATERIAL TYPE..... ------------ s = 24,000 psi 1:Mas,2:Conc 1 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N . y/n n Modular Ratio = 25.8 SOLID GROUTING ?.... Y y/n Allowable Fa = 150.0 1=LtWt,2=MedWt,3=NrmWt.. 2 Concrete Data... f'c = 2 0 si NOMINAL THICKNESS = 8 in ------------- y = 60,000 psi ------ CONC. COVER OV - in �oT�- p,v YP64A NOTE !! Maximum Moment Occurs at 3.55 ft above Top of Footinq Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom ------------------------------------------------ DIST. ABOVE FTG = 7_.33 5.86 4.4 2.93 1.47 0 ft BAR SIZE # 4 4 5 5 5 5 BAR SPACING = 16 16 8 8 8 8 in ....O:Cntr,l:Edge ? 0 0 0 0 0 0 Rebar 'd' Dist. = 3.75 3.75 3.75 3.75 3.75 3.75 in Wall Side w/Tension: Front Front Front Front. Front Earth Moment.... Actual = 0 349 588 606 293 -459 ft-# Moment.... Allow = 521 521 737 737 737 737 ft-# Shear ..... Actual = 2.7 2.3 1.1 1.0 3.9 7.5 # Shear..... Allow = 27.4 27.4 27.4 27.4 27.4 27.4 # Wall Weight 78.0•, 78.0 78.0 78.0 78.0 78.0 psf .MASONRY STEM DATA ..................................................... Interaction Value = 0.03 0.70 0.84 0.87 0.46 0.69 Actual fa = 4 5 6 8 9 10 psi Actual fb = 0 166 197 203 99 154 psi MOMENTS @ BASE OF WALL ......... �Used to find resultants &.eccentricities --------------------- -..�_-_.- ---•----------------------------------------- (About Toe @ Bottom of Footing) Force (lbs) Distance Moment Vertical Lateral (ft) ( f t-# ) Shear @ top of footing (tof) _ -- 683.1 1..00 683 Moment @ T.O.F. from stem fixity = -- -- -- 459 Active pressure @ heel side = -- '274.1 0.49 134 Active pressure @ toe side = -- -38.9 0.42 -17 Soil weight over heel =-1075.1 3.33 -3584 Surcharge load over heel = 0.0 -- 0.00 0 Footing weight = -580.0 -- 2.00 -1160 Stem weight _ -571.7 -- 2.33 -1334 Applied axial load on stem = -360.0 -- 2.33 -840 Soil weiuht over toe = -134.4 -- 1.00 -134.38 Surcharge load over toe = 0.0 -- 0.00 0 Totals = 2721.2 lbs ;- 5792.4 ft# DESCRIPTION.>> DON MITCHELL >> FOUNDATION WALL ---------- SOIL DATA ------------ ALLOWABLE BEARING = 1,500 psi' .ACTIVE FLUID PRESS = 35 pcf DESIGN FLUID PRESS = 35 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = 0 :1 (horiz:vert,0=level) PASSIVE LATERAL = 250 psf SOIL DENSITY = 110 pcf SOIL HT OVER TOE = 6 in (can't exceed top support ht) --------- VERTICAL LOADS ---------- AXIAL DL ON STEM = 200 plf AXIAL LL ON STEM - 160 plf ...ECC. (Toe side '+') = 0 in SURCHARGE OVER TOE = 0 psf SURCHARGE OVER HEEL = 0 osf --------- LATERAL LOADS ----------- LATERAL LOAD ACTING ON STEM ABOVE SOIL = 0 psf ADD'L LATERAL LOAD - 0 plf ...TOP FTG. TO START - 0 ft ...TOP FTG. TO END = 0 ft ('+' increases sliding) ---------------------------..WALL & FOOTING DATA ------- ---------------- % FIXITY @ BASE OF WALL (100% = full fixity) = 50 % HT. ABOVE TOP SUPPORT = 0.00 ft -------- DIST. TO TOP SUPPORT = 6.00 ft RETAINED SOIL HT. = 6.00 ft Total Wall Heictht 6,00 ft KEY DEPTH = 0 in TOE WIDTH = 2.50 ft KEY WIDTH = 0 in HEEL WIDTH = 1.00 ft KEY DIST. TO TOE = 0 ft ------- FOOTING THICKNESS = 12 in Total Footing Width = 3.50 ft (Toe Width = Location of face) ------------------------- GENERAL SUMMARY ----------------------------; Pressure @ Toe = 302 psf Ecc. of Resultant = -2.630 in ; ; Pressure @ Heel = 665 psf Kern Distance = 7 in ; Allowable Press. = 1,500 psf ; Footings 1 -Way Shear: ; ; Sliding.F.O.S. = 1.47 @ Toe = 4.4 psi; @ Heel = 0.0 psi; Restraint Force Req'd Allowable Shear = 76.0 psi; ; at Top of Wall = 167.9 lbs ; ; Additional Restraint- — Footing Overturning ; ; Req'd at Bottom = '--------- 0.0 lbs Stability Ratio = -----------------------' 5.14 :1 ; ---------------------- SLIDING CHECK @ BASE ---------------------------- Slab Used To Resist Lateral Pressure 650.2 lbs Sliding ? N y/n - Passive Pressure 281.3 lbs FTG/SOIL FRICTION = 0.4 - Friction..-�PY.c:s.s'ure 677.2 lbs SOIL TO NEGLECT = 0 in Factor of Safety = 1.47 Addn' 1 Force eq''d'.: ;= 0.0 lbs ------------------------- FOOTING DESIGN-_j�:_:: Soil Press. Mult. --Toe- --Heel-- f'c',. 2,000 psi By ACI Eq. 9-1 psf= 431 950 Fy �' •;'.. `` = 60,000 psi Mu - Upward ft-#= 1,734 64 Min. As't.e.el %.-:, = 0.0014 Mu - Downward ft-#= 897 63 USE SP 'U•NDER:_`HEEL ? Y _y/n Mu - Design ft-#= 837 1 .... ....Rebar Choices......... One -Way Shear: --Toe-- --Heel-- Actual psi 4.4 0.0 #4 @ 15.87. in o.c. 15.87 in Allow *.85 psi 76.0 76.0 #5 @ 24.60 24.60 Cover over Rebar in= 3.00 3.00 #6 @ 34.92 34.92 Ru = Mu/bd"2 psi= 11.5 0.0 #7 @ 47.62 47.62 AS REQ'D in -2= 0.151 0.151 #8 @ 48.00 48.00 1 #9 @ 48.00 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- Masonry Data... f'.m = 1,500 psi MATERIAL TYPE..... ------------ Fs = 24,000 psi 1:Mas,2:Conc 1 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N y/n n : Modular Ratio = 25.8 SOLID GROUTING ?.... Y y/n Allowable Fa =-150.-:0. 1=LtWt,2=MedWt,3=NrmWt.. 2 ------- ,Concrete Data... f'c = 2,000 psi NOMINAL THICKNESS =.:, .,8;in„ --------=---- Fy = 60,000 psi ------- CONC. COVER OVER REBAR = 3 in NOTE !! Maximum Moment Occurs at 2.90 ft above Top of Footing I Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom DIST. ABOVE FTG = 6 5.4 3.6 2.4 1.2 0 ft BAR SIZE # 4 4 4 4 4 4 BAR SPACING = 16 16 16 16 16 16 in ....O:Cntr,l:Edq_e ? 0 0 0 0 0 .0 Rebar 'd' Dist. = 3.75 3.75 3.75 3.75 3.75 3.75 in Wall Side w/Tension: Front Front Front Front Front Earth Moment.... Actual = 0 100 322 332 161 -252 ft-# Moment.... Allow = 521 521 521 521 521 521 ft-# Shear..... Actual = 1.8 1.8 0.7 0.6 2.6 5.0 Shear ....... Allow = _ 27.. 4 27.4 27.4 27.4 27.4 27.4 # Wall Weight = 78.0 78.0 78.0 78.0 78.0 78.0 psf .MASONRY STEM DATA ..................................................... Interaction Value = '0.03 0.22 0.66 0.68 0.36 0.54 Actual fa = 4 4 6 7 8 9 psi Actual fb = 0 47 153 158 76 120 psi MOMENTS @ BASE OF WALL........ Used to find resultants &_ eccentricities ------------------------------------------------------------------------ (About Toe @ Bottom of Footinc_,) Force (lbs) Distance Moment Vertical Lateral (ft) (ft -fir) -------- ------- ------- -------- Shear @ top of footing (tof) _ -- 457.7 1.00 458 Moment @ T.O.F. from -stem fixity = -- -- -- 252 Active pressure @ heel side = -- 227.5 0.49 lli Active pressure @ toe side = -- -35.0 0.42 -15 Soil weight over heel = -220.0 3.33 -733 Surcharue load over heel = 0.0 -- 0.00 0 Footing weight = -507.5 -- 1.75 -888 Stem weight = -468.0 -- 2.83 -1326 Applied axial load on stem = -360.0 -- 2.83 -1020 Soil weight over toe = -137.5. -- 1.25 -171.87 Surcharge load over toe = 0.0 -- 0.00 0 Totals 1693.0 lbs -3333.7 f t# is DESCRIPTION >> DON MITCHELL >> CANYON DR OFOVILLE ---------- SOIL DATA ------------ ALLOWABLE BEARING = 1,500 psf ACTIVE FLUID PRESS = . 35 pcf DESIGN FLUID PRESS = 35 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = 0 :1 (horiz:vert,0=level) PASSIVE LATERAL = 250 psf --------- VERTICAL LOADS ---------- AXIAL DL ON STEM = 200 plf AXIAL LL ON STEM = 160 plf ...ECC. (Toe side '+') = 0 in SURCHARGE OVER TOE = 0 psf SURCHARGE OVER HEEL = 0 psf --------- LATERAL LOADS ----------- LATERAL LOAD ACTING ON STEM ABOVE SOIL = 0 psf ADD'L LATERAL LOAD = 0 plf SOIL DENSITY = 110 pcf ...TOP FTG. TO START = 0 ft SOIL HT OVER TOE = 7.33 in ...TOP FTG. TO END = 0 ft (can't exceed top support ht) ('+' increases sliding) --------------------------- WALL & FOOTING DATA ------------------------ % FIXITY @ BASE OF WALL (100% = full fixity) = 100 % HT. ABOVE TOP SUPPORT = 0.00 ft --------- DIST. TO TOP SUPPORT = 4.00 ft RETAINED SOIL HT. = 4.00 ft Total Wall Height 4.00 ft KEY DEPTH = 0 in TOE WIDTH = 0.87 ft KEY WIDTH = 0 in HEEL WIDTH = 2.00 ft KEY DIST. TO TOE = 0 ft ------- FOOTING THICKNESS = 12 in Total Footing Width = 2.87 ft (Toe Width = Location of face) ------------------------- GENERAL SUMMARY ---------------------------- Pressure @ Toe = 707 psf Ecc. of Resultant = 1.245 in Pressure @ Heel = 455 psf Kern Distance 5.74 in Allowable Press. = 1,500 psf Footings 1 -Way Shear: Sliding F.O.S. = 2.95 @ Toe = 0.8 psi; @ Heel = 0.8 psi! Restraint Force Req'd Allowable Shear = 76.0 psi; at Top of Wall = 56.0 lbs Additional Restraint Footing OverturninG Req'd at Bottom = 0.0 lbs Stability Ratio = 6.22 :1 ---------------------------------------------------------------------- ---------------------- SLIDING CHECK @ BASE --------------------•------ Slab Used To Resist Lateral Pressure 336.1 lbs - Sliding ? N y/n - Passive Pressure 324.3 lbs FTG/SOIL FRICTION = 0.4 - Friction P�s'st%1=y,. 666.8 lbs SOIL TO NEGLECT = 0 in `• =`'` ------- Factor of Safety = 2.95 Addn' 1 FQ A:`R q� Cit., 0.0 lbs ------------------------- FOOTING DESIGDJ--1�.�`l - - =}------------- Soil Press. Mult. --Toe- --Heel-- f `° x,000 vsi By .ACI Eq. 9-1 psf= ' 1 , 01.0.. 650 Fy °��•,. •. `:.:'.;';'' '' :: :•:�' 40,000 psi . Mu - Upward ft-#= 368 0 Min. Fa:t.6:e,1 % `' = 0.0014 Mu - Downward ft-#= 115 734 USE SP UJ�EF <:iiF•?, ? N y/n Mu - Design ft-#= 253 (734) ..........ReYi r Choices ......... One-Way,Shear: --Toe-- --Heel-- Actual psi 0.8 0.8 #4 @ 15.87 in o.c. 15.87 in Allow *.85 psi •'76.0 76.0 #5 @ 24.60 24.60 Cover over Rebar in= 3.00 3.00 #6 @ 34.92 34.92 Ru = Mu/bd"2 psi= 3.5 10.1 #7 @ 47.62 47.62 AS REQ'D in -2= 0.151 0.151 #8 @ 48.00 48.00 #9 @ 48.00 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- Masonry Data... f'm = 1,500 psi MATERIAL TYPE..... ------------ Fs = 2.4,000 psi 1:Mas,2:Conc 1 ,LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N v/n n Modular Ratio = 25.8 SOLID GROUTING ?.... N y/n Allowable Fa = 150.0 1=LtWt,2=MedWt,3=NrmWt.. 2 ------- Concrete Data... f'c = 2,000 psi NOMINAL THICKNESS = 8 in ------------- Fy = 40,000 psi ------ CONC. COVER OVER REBAR = 1.5 in NOTE !! Maximum Moment Occurs at 2.21 ft above ToD of Footina' Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom ------------------------------------------------ DIST. ABOVE FTG 4 3.2 2.4 1.6 0.8 0.1 ft BAR SIZE # 4 4 4 4 4 4 BAR SPACING = 16 16 16 16 16 16 in ....O:Cntr,l:Edae ? 0 0 0 0 0 0 Rebar 'd`' Dist. = 3.75 3.75 3.75 3.75 3.75 3.75 in Wall Side w/Tension: Front Front Front Front Earth Earth Moment.... Actual = 0 42 66 54 -12 -128 ft-# Moment.... Allow = 521 521 521 521 521 521 ft-# Shear.....Actual = 0.8 0.6 0.2 0.6 1.8 3.0 # Shear..... Allow = 27.4 27.4 27.4 27.4 27.4 27.4 # Wall Weight = 63.0 63.0 63.0 63.0 63.0 63.0 .psf .MASONRY STEM DATA ..................................................... Interaction Value = 0.03 0.12 0.17 0.15 0.08 0.30 Actual fa = 5 6 7 7 8 9 psi Actual fb = 0 20 31 25 6 61 psi MOMENTS @ BASE OF WALL........ Used to find resultants & eccentricities ------------------------------------------------------------------------ (About Toe @ Bottom of Footina) Force (lbs) Distance Moment Vertical Lateral (ft) (ft -#) -------- ------- ------- --------- Shear @ top of footing (tof) _ -- 217.5 1.00 218 Moment @ T.O.F. from'stem"f'ixity = -- -- -- 148 Active pressure @ heel side = -- 157.5 0.48 76 Active pressure @ toe side = -- -38.9 0.42 -17 Soil weight.over heel = -586.7 2.20 -1293 Surcharge load over, heel.,., ., = 0.0 -- 0.00 0 Footing weight = -416.2 -- 1.43 -597 Stem weight _ -245.7 -- 1.20 -296 Applied axial load on"stem' _ -360.0 -- 1.20 -433 Soil weight over toe = -58.5 -- 0.44 -25.428 Surcharge load over toe = 0.0 -- 0.00 0 Totals = 1667.0 lbs -2219.1 ft# l N 1/f N rau►- W W W W W W VI#AW 000 of O O N rirri C N N G. D. t'1. Engineers - Surveyors - Planning /72 C61N/�'©�! D/2 220 Grand Avenue 0 %l O V/LL t, ICA Orovilla, California. 95965 (916) •533-2068 .STUD WALL 1 it b -occ StAg 'A AMD S"CMu s�Qt/6oG p`5 71w,at t� � 4 e l 6'' (pct btlters.� �"2 0 .I /.( PERF •plp~ ,cam 'V 170, DESCRIPTION >> DON MITCHELL >> FOUNDATION WALL ---------- SOIL DATA ------------ ALLOWABLE BEARING = 1,500 psf ACTIVE FLUID PRESS = 35 pcf DESIGN FLUID PRESS = 35 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = 0 :1 (horiz:vert,0=level) PASSIVE LATERAL = 250 psf SOIL DENSITY = 110 pcf SOIL HT OVER TOE = 7.33 in (can't exceed top support ht) --------- VERTICAL LOADS ---------- AXIAL DL ON STEM = 200 plf AXIAL LL ON STEM = 160 plf ...ECC. (Toe side '+') = 0 in SURCHARGE OVER TOE = 0 psf SURCHARGE OVER HEEL = 0 psf --------- LATERAL LOADS ----------- LATERAL LOAD ACTING ON STEM ABOVE SOIL = 0 psf ADD'L LATERAL LOAD = 0 plf ...TOP FTG. TO START = 0 ft ...TOP FTG. TO END = 0 ft ('+' increases sliding) --------------------------- WALL & FOOTING DATA ------------------------ % FIXITY @ BASE OF WALL (100% = full fixity) = 50 % HT. ABOVE TOP SUPPORT. _ - 0.00 ft -------- DIST. TO TOP SUPPORT = 7.33 ft RETAINED SOIL HT. = 7.33 ft Total Wall Height 7.33 ft KEY DEPTH = C! in TOE WIDTH = 2.00 ft KEY WIDTH = 0 in HEEL WIDTH = 2.00 ft KEY DIST. TO TOE = 0 .,ft ------- FOOTING THICKNESS = 12 in Total Footing Width = 4.00 ft (Toe Width = Location of face) ------------------------- GENERAL SUMMARY ---------------------------- Pressure @ Toe - 549 psf Ecc. of Resultant = -1.544 in Pressure @ Heel = 812 psf Kern Distance = 8 in Allowable Press. = 1,500 psf Footings 1 -Way Shear: Sliding F.O.S. = 1.54 @ Toe = 6.2 psi; @ Heel = 1.2 psi! Restraint Force Req'd Allowable Shear = 76.0 psi; i at Top of Wall = 250.6 lbs Additional Restraint Footing Overturning Req'd at Bottom = 0.0 lbs Stability Ratio = 5.60 :1 '--------------------------------------------=-------------------------' ---------------------- SLIDING CHECK @ BASE -------------------------- Slab Used To Resist Lateral Pressure 918.3 lbs Sliding ? N _y/n - Passive Pressure 324.3 lbs FTG/SOIL FRICTION = 0.4 - Friction Pressure 1088.5 lbs SOIL TO NEGLECT = 0 in - Factor of Safety = 1.54 Addn' 1 Foxe ';cT: 0.0 lbs ,'`= ------------------------- FOOTING DESIGN ------------ Soil Press. Mult. --Toe- --Heel-- f'c '`, - -'` 2,000 psi By ACI Eq. 9-1 psf= 778 1,151 Fy 60,000 ps,i Mu - Upward ft-#= 1,681 1,023 Min..se'e1•'.%, '_;' 0.0014 Mu - Downward ft-#= 608 1,190 USE SP'`°' -TJ y/n Mu - Design ft-#= 1 , 073 (167 ) .........: R:ba1'::`"noices ........ . One -Way Shear: --Toe-- --Heel--- Actual psi 6.2 1.2 #4 @ 15.87 in o.c. 15.87 in Allow *.85 psi 76.0 76.0 #5 @ 24.60 24.60 i Cover over Rebar in= 3.00 .3.00 #6 @ 34.92 34.92 Ru = Mu/bd"2 psi= 14.7 2.3 #7 @ 47.62 47.62 AS REQ'D in^2= 0.151 0.151 #8 @ 48.00 48.00 #9 @ 48.00 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- Masonry Data... E = 1,500 psi MATERIAL TYPE...... ------------ Fs = 24,000 psi 1:Mas,2:Conc 1 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N y/n n : Modular Ratio = 25.8 SOLID GROUTING ?.... Y y/n Allowable Fa = 150.0 1=LtWt,2=MedWt,3=NrmWt.. 2 ------ Concrete Data... f'c = 2,000 psi NOMINAL THICKNESS = 8,in------------- Fy = 60,000 psi ------ CONC. COVER OVER REBAR = 3 in o NOTE !! Maximum Moment Occurs at 3.55 ft above Top of Footing Top .8 Ht .6 Ht .4 Ht .2 Ht . Bottom ------------------------------------------------ DIST. ABOVE FTG = 7.33 5.86 4.4 2.93 1.47 0 ft BAR SIZE # 4 4 5 5 5 5 BAR SPACING = 16 16 8 8 8 8 in ....O:Cntr,l:Edge ? 0 0 0 0 0 0. Rebar 'd' Dist. = 3.75 3.75 3.75 3.75 3.75 3.75 in Wall Side w/Tension: Front Front Front Front Front Earth Moment.... Actual = 0 349 588 606 293 -459 ft-# Moment.... Allow = 521 521 737 737 737 737 ft-# Shear..... Actual = 2.7 2.3 1.1 1.0 3.9 7.5 # Shear..... Allow = 27.4 27.4• 27.4 27.4 27.4 27.4 # Wall Weight = 78.0 78.0 78.0 78.0 78.0 78.0 psf .MASONRY•.STEM DATA...... ........................................ Interaction Value = 0.03 0.70 0.84 0.87 0.46 0.69 Actual fa = 4 5 6 8 9 10 psi Actual fb = 0 166: 197 203 99 154 psi MOMENTS @ BASE OF WALL........ Used to find resultants d_ eccentricities ------------------------------------------------------------------------ (About Toe @ Bottom of Footing) Force (lbs) Distance Moment Vertical Lateral (ft) (ft -#) -------- ------- ------- -------- Shear @ top of footing (tof) _ -- 683.1 1.00 683 Moment @ T.O.F. from stem fixity = -- -- -- 459 Active pressure @ heel side = -- 274.1 0.49 134 Active pressure @ toe -side -- -38.9 0.42 -17 Soil weight over heel =-1075.1 3.33 -3584 Surcharge load over heel = 0.0 -- 0.00 0 Footing weight = -580.0 -- 2.00 -1160 Stem weight = -571.7 -- 2.33 -1334 Applied axial load on stem = -360.0 -- 2.33 -840 Soil weight over toe = -134.4 - 1.00 -134.3.8 Surcharge load over toe = 0.0 -- 0.00 0 ------ -------- Totals = 2721.2 lbs `- -5792.4 ft# ti 9,� - _2Z DESCRIPTION >> DON MITCHELL >> FOUNDATION,WALL ---------- SOIL DATA ------------ ALLOWABLE BEARING =.1,500 psf ACTIVE FLUID PRESS = 35 pcf DESIGN FLUID PRESS = 35 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = 0 :1 (horiz:vert,0=level) PASSIVE LATERAL = 250'psf SOIL DENSITY = 110 pcf SOIL HT OVER TOE = 6 in (can't exceed top support ht) --------- VERTICAL AXIAL DL ON STEM AXIAL LL ON STEM ...ECC. (Toe side LOADS ---------- 200 Dlf 160 plf +') = 0 in SURCHARGE OVER TOE = 0 1Dsf SURCHARGE OVER HEEL = 0 r,sf --------- LATERAL LOADS ----------- LATERAL LOAD ACTING ON STEM ABOVE SOIL = 0 psf ADD'L LATERAL LOAD = 0 plf ...TOP FTG. TO START = 0 ft ...TOP FTG. TO END = 0 ft ('+' increases sliding) " ---------------------;7---- WALL & FOOTING DATA ------------------------ FIXITY @ BASE OF WALL (100% = full fixity) = 50 % HT. ABOVE TOP SUPPORT-- = 0.00 ft -------- DIST. TO TOP SUPPORT = 6.00 ft RETAINED SOIL HT. = 6.00 ft Total Wall Heiclht 6.00 ft KEY DEPTH = 0 in TOE WIDTH = 2.50 ft KEY WIDTH = 0 in HEEL WIDTH = 1.00 ft KEY DIST. TO TOE = 0 ft ------- FOOTING THICKNESS = 12 in Total Footing_ Width = 3.50 ft (Toe Width = Location of face) ------------------------- GENERAL SUMMARY ---------------------------- Pressure @ Toe = 302 psf Ecc. of Resultant = -2.630 in Pressure @ Heel = 665 psf Kern Distance = 7 in Allowable Press. = 1,500 psf 1 Footings 1 -Way Shear: Sliding F.O.S. = 1.47 @ Toe = 4.4 psi; @ Heel = 0.0 psi; Restraint Force Req'd Allowable Shear = 76.0 psi; at Top of Wall = 167.9 lbs Additional Restraint Footing Overturning Req'd at Bottom = ---------------------------------------------------------------------- 0.0 lbs Stability Ratio = 5.14 :1 ---------------------- SLIDING CHECK @ BASE ------------------------------ Slab Used To Resist Lateral Pressure 650.2 lbs Sliding ? N y/n - Passive Pressure 281.3 lbs FTG/SOIL FRICTION = 0.4 - Friction.:Pr.Es.'s'ure 677.2 lbs SOIL TO NEGLECT = 0 in ------- Factor of Safety = 1.47 Addn' 1 F;or.c.e ' Reg d 0.0 lbs ----=-------------------- FOOTING DESIGN ---------------- Soil Press. Mult. --Toe- --Heel-- f ', = 2,000 psi By ACI Eq. 9-1 psf= 431 950 Fy = 60,000 psi Mu - Upward f t-#= '1, 734'- 64 Min. A•s't,e.el % , :- .': = 0.00i4 Mu - Downward ft-#= 897 63 USE SP UN ER"'HEE-I. ? Y y/n Mu - Design ft-#= 637 1 ..........Rebar Choices......... Ore -Way Shear: --Toe-- --Heel-- Actual psi.. 4..4 0.0 #4 @ 15.87. in o.c. 15.87 in Allow *.85 psi 76.0 76.0 #5 @ 24.60 24.•60 , Cover over Rebar in= 3.00 3.00 #6 @ 34.92 34.92 Ru = Mu/bd"2 psi= 11.5 0.0 #7 OF 47.62 47.62 AS REQ'D in^2= 0.151 0.151 #8 @ 48.00 48.00 #9 @ 48.00 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- Masonry Data... f'm = 1,500 psi MATERIAL TYPE..... ------------ Fs = 24,000 psi 1:Mas,2:Conc 1 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N y/n n : Modular Ratio = 25.8 SOLID GROUTING ?.... Y y/n Allowable Fa = 150.0 1=LtWt,2=MedWt,3=NrmWt.. 2 ------- Concrete Data... f'c = 2,000 psi NOMINAL THICKNESS = 8 in ------------- Fy = 60,000 psi ------- CONC. COVER OVER REBAR = 3 in NOTE !! Maximum Moment Occurs at 2.90 ft above Top of Footing' ---------------=-------------------------------- Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom DIST. ABOVE FTG = 6 5.4 3.6, 2.4 1.2 0 ft BAR SIZE # 4 4 4 4 4 4 BAR SPACING = 16 16 16 16 16 16 in ....O:Cntr,l:Edge ? 0 0 0 0 0 0 Rebar 'd' Dist. = 3.75 3.75 3.75 3.75 3.75 3.75 in Wall Side w/Tension: Front Front Front Front Front Earth Moment.... Actual = 0 100 322 332 161 -252 ft-# Moment.... Allow = 521 521 521 521 521 521 ft-# Shear..... Actual = 1.8 1.8 0.7 0.6 .2.6 5.0 # Shear..... Allow = 27.4 27.4 27.4 27.4 27.4 27.4 # Wall Weight = 78.0 78.0 .78.0 78.0 7.8.0 78.0 psf .MASONRY STEM DATA ...................................................... Interaction Value = 0.03 0.22 0.66 0.68 0.36 0.54 Actual fa = 4 4 6 7 8 9 psi Actual fb = 0 47 153 158 76 120 psi MOMENTS @ BASE OF WALL........ Used to find resultants &_ eccentricities ------------------------------------------------------------------------ (About Toe @ Bottom of Footing) Force (lbs) Distance Moment Vertical Lateral (ft) (ft -#) Shear @ top of footing (tof) _ -------- -- ------- ------- 457.7 1.00 -------- 458 Moment @ T.O.F. from 'stem"fixity = -- -- -- 252 Active pressure @ heel side = -- 227.5 0.49 111 Active pressure @ toe side = -- -35.0 0.42 -15 Soil weight over heel = -220.0 3.33 -733 Surcharge load over.heel :, = 0.0 -- 0.00 0 Footing weight = -507.5 -- 1.75 -888 Stem weight _ -468.0 -- 2.83 -1326 Applied axial load oii"stem' _ -360.0 -- 2.83 -1020 Soil weight over toe = -137.5 -- 1.25 -171.87 Surcharge load over toe = 0.0 -- 0.00 0 Totals = 1693.0 lbs -3333.7 ft# _� -------- -------- DESCRIPTION >> DON MITCHELL >> CANYON DR OROVILLE ---------- SOIL DATA ------------ ALLOWABLE BEARING = 1,500 psf ACTIVE FLUID PRESS = 35 pcf DESIGN FLUID PRESS = 35 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = 0 :1 (horiz:vert,0=level) PASSIVE LATERAL = 250 psf SOIL DENSITY = 110 pcf SOIL HT OVER TOE = 7.33 in (can't exceed top support ht) --------- VERTICAL AXIAL DL ON STEM AXIAL LL ON STEM ...ECC. (Toe side LOADS ---------- 200 plf = 160 plf '+') = 0 in SURCHARGE OVER TOE _ SURCHARGE OVER HEEL - --------- LATERAL LOADS LATERAL LOAD ACTING ON STEM ABOVE SOIL = ADD'L LATERAL LOAD = ...TOP FTG. TO bTART = ... TOP FTG. TO END = ('+' increases sliding) 0 psf 0 Dsf 0 psf 0 plf 0 ft 0 ft --------------------------- WALL & FOOTING DATA ------------------------ % FIXITY @ BASE OF WALL (100% = full fixity) 100 % HT. ABOVE TOP SUPPORT = 0.00 ft -------- - Passive Pressure DIST. TO TOP SUPPORT = 4.00 -------- ft RETAINED SOIL HT. = 4.00 ft Total Wall Height Mu - Upward 4.00 ft -------- Addn' 1 Fmk` , ;' eqd'..-: '' KEY, DEPTH = 0 in TOE WIDTH = 0.87 ft KEY WIDTH = 0 in HEEL WIDTH = 2.00 ft KEY DIST: TO TOE = 0 ft ------- FOOTING THICKNESS = la. -in Total Footing Width = 2.87 ft Allow *.85 psi (Toe Width = Location of face) #5 @ ------------------------- GENERAL SUMMARY ---------------------------- Pressure @ Toe = 707 psf Ecc. of Resultant = 1.245 in Pressure @ Heel = ' 4'55 psf Kern Distance = 5.74 in ! Allowable Press. = 1,500 psf < , ! 1; 1. • . Footings 1 -Way Shear: ! Sliding F.O.S. = 2.95 @ Toe = 0.8 psi! ! @ Heel = 0.8 psi! ! Restraint Force Req'd Allowable Shear = 76.0 psi! at Top of Wall = 56.0 lbs ! ! Additional Restraint Footing Overturning_ ! Req'd at Bottom = 1 ----------------------------------------------- 0.0 lbs Stabilit,y'Ratio = 6.22 :1 ! Slab Used To Resist Sliding ? FTG/SOIL FRICTION = SOIL TO NEGLECT = Factor of Safety = SLIDING CHECK @ BASE ---------------------"--'FOOTING DESIGN Lateral Pressure 336.1 lbs N y/n - Passive Pressure 324.3 lbs 0.4 - Friction Prassi3�y, 666.8 lbs 0 in Mu - Upward ------- ------ 368 2.95 2.95 Addn' 1 Fmk` , ;' eqd'..-: '' 0.0 lbs ft-#= L 734 USE ---------------------"--'FOOTING DESIGN Soil Press. Mult. --Toe- --Heel-- f'c 40,000 By ACI Eq. 9-1 psf= 1,010 650 Fy `y Mu - Upward ft-#= 368 0, Min. A Mu - Downward ft-#= 115 734 USE SP Mu - Design ft-#= 253 (734) ....... One -Way Shear: Actual psi 0.8 0.8 #4 @ Allow *.85 psi 76.0 76.0 #5 @ 40,000 psi 0.0014 �J3atn E':II F•? ? N y / n ..Reb'�•rM Choices ......... --Toe-- --Heel-- 15.87 in o. c. 15.87 in 24.60 24.60 .MASONRY STEM DATA ................................................. Interaction Value = 0.03 0.12 0.17 0.15 0.08 0.30 Actual fa = 5. 6 7 7 8 9 Actual fb = 0 20 31 25 6 61 psi psi MOMENTS @ BASE OF WALL........ Used to find resultants & eccentricities --------------=--------------------------------------------------------- (About Toe @ Bottom of Footing) Force (lbs) Distance Moment Vertical Lateral (ft) (ft-#) Shear @ top of footing (tof) -- .217.5 1.00 218 Moment @ T.O.F. from stem fixity = -- -- -- 148 Active pressure @ heel side = -- 157.5 0.48 76 Active pressure @ toe side = -- -38.9 0.42 -17 Soil weight over heel = -586.7 2.20 -1293 Surcharge load over heel = 0.0 -- 0.00 0 Footing weight = -416.2 -- 1.43 -597 Stem weight = -245.7 -- 1.20 -296 Applied axial load on stem = -360.0 -- 1.20 -433 Soil weight over toe = -58.5 -- 0.44 -25.428 Surcharge load over toe = 0.0 -- 0.00 0 Totals = 1667.0 lbs -2219.1 ft# - ------------- f Cover over Rebar in= 3.00 3.00 #6 @ 34.92 34.92 Ru = Mu/bd"2 psi= 3.5 10.1 #7 @ 47.62 47.62 AS REQ'D in"2= 0.151 0.151 #8 @ 48.00 48.00 #9 @ 48.00 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- Masonry Data... E = 1,500 psi MATERIAL TYPE..... ------------ Fs = 24,000 psi 1:Mas,2:Conc 1 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N ;T/n n : Modular Ratio = 25.8 SOLID GROUTING ?.... N y/n Allowable Fa = 150.0 1=LtWt,2=MedWt,3=NrmWt.. 2 ------- Concrete Data... f'c = 2,000 psi NOMINAL THICKNESS = 8 in ------------- Fy = 40,000 psi ------- CONC. COVER OVER REBAR = 1.5 in NOTE !! Maximum Moment Occurs at 2.21 ft above Top of Footing Top ------------------------------------------------ .8 Ht .6 Ht 4 Ht .2 Ht Bottom DIST. ABOVE FTG = 4 3.2 2.4 1.6 0.8 0.1 ft BAR SIZE # 4 4 4 4 4 4 BAR SPACING = 16 16 16 16 16 16 in ....O:Cntr,l:Edae ? 0 0 0 0 0 0 Rebar 'd' Dist. - '•3.7,5 .3175 3.75 3.75 3.75 3.75 in Wall Side w/Tension: Front Front Front Front Earth Earth Moment.... Actual = 0 42 66 54 -12 -128 ft-# Moment.... Allow = 521 521 521 521 521 521 ft-# Shear..... Actual = 0.8 0.6 0.2 0.6 1.8 3.0 # Shear..... Allow = 27.4 27.4 27.4 27.4 27.4 27.4 # Wall Weight = 63.0 63.0 63.0 63.0 63.0 63.0 psf .MASONRY STEM DATA ................................................. Interaction Value = 0.03 0.12 0.17 0.15 0.08 0.30 Actual fa = 5. 6 7 7 8 9 Actual fb = 0 20 31 25 6 61 psi psi MOMENTS @ BASE OF WALL........ Used to find resultants & eccentricities --------------=--------------------------------------------------------- (About Toe @ Bottom of Footing) Force (lbs) Distance Moment Vertical Lateral (ft) (ft-#) Shear @ top of footing (tof) -- .217.5 1.00 218 Moment @ T.O.F. from stem fixity = -- -- -- 148 Active pressure @ heel side = -- 157.5 0.48 76 Active pressure @ toe side = -- -38.9 0.42 -17 Soil weight over heel = -586.7 2.20 -1293 Surcharge load over heel = 0.0 -- 0.00 0 Footing weight = -416.2 -- 1.43 -597 Stem weight = -245.7 -- 1.20 -296 Applied axial load on stem = -360.0 -- 1.20 -433 Soil weight over toe = -58.5 -- 0.44 -25.428 Surcharge load over toe = 0.0 -- 0.00 0 Totals = 1667.0 lbs -2219.1 ft# - ------------- f ------- SUMMARY Mn*Phi : Center Mn*Phi : Left Mn*Phi : Right Vn*Phi: Left Vn*Phi: Right DL+[Bm Wt] DL+LL+[Bm Wt] --------------------------- 9-3 ---- 3 Mu : Center=r 0 ft -k 4 Mu . Left = -2'YG 1 -0 ft -k = Mu : Right = ,� ®�p��,, ft -k As - > ax = 1.9 `•Vu : Left = 0.7 te.2 k 1.9 Vu : Right = -0.1 -0 -0.0 k ..Reactions(k).. ......... Deflections (in) ... Left Right Up @ X -Dist Down @ X -Dist = 0.250.01 �-^--� - 4.00 ft 0.49 , 9 Sly. , - 4.00 ft a GDA -ENGINEERING AND SURVEYING Title : DON MITCHELL CALCS 220 GRAND AVENUE Scope 5" DEEP OVERHANG SLAB OROVILLE, CA Number: 93522 95965 Misc . (916) 533-2068 Dsngr : LFG Date:29-Oct-93 ------------------------------------------------------------------------ CONCRETE RECTANGULAR & TEE BEAM'DESIGN Page DESCRIPTION >> DON MITCHELL >> 5" DEEP CANTILEVER BEAM =--------- BEAM DATA '----------'.- ------------ DESIGN DATA ----------- SPAN = 4 ft f'c ' = 2,000 psi BEAM DEPTH = 5 in Fy = 60,000 psi BEAM WIDTH = 12 in SEISMIC ZONE (0=wind) _ 'T' FLANGE THICK. = in COMBINE LL & ST ? N y/n FLANGE BOTH SIDES ? N y/n CONCRETE WEIGHT = 150 pcf WEB SPACING = ft Graphics: (1,2,3,4) 2 INCLUDE BM. WT. ? Y y/n---------- END CONDITIONS ---------- STIRRUP AREA = 0.22 in^2 Fix = 2 ... LEFT >> 2 << Eff. Slab Width = 12 in Pin = 1 ... RIGHT >> << Free= 0 ... --- REINFORCING --------- CENTER --------- LEFT --------- RIGHT -------- BOTTOM TOP TOP BOTTOM TOP BOTTOM LAYER #1... COUNT: 2 2 SIZE: 'd' 4 4 ' : 2.125 2.125 in LAYER #2... COUNT: SIZE: 'd' . in ---------------------------- APPLIED LOADS ----------------------------- Dead Live Short Location TRAPEZOIDAL: ------- ------- ------- Start End #1: Load @Left = klf ft @ Right= klf #2: Load @ Left = klf ft @ Right= klf DISTRIBUTED: #1 = 0.06 klf 4 ft #2 = klf ft #3 = klf ft POINT: #1 = k ft #2 = k ft #3 = k ft #4 = k ft #5 = k ft MOMENTS: #1 = ft -k ft #2 = ft -k ft ------- SUMMARY Mn*Phi : Center Mn*Phi : Left Mn*Phi : Right Vn*Phi: Left Vn*Phi: Right DL+[Bm Wt] DL+LL+[Bm Wt] --------------------------- 9-3 ---- 3 Mu : Center=r 0 ft -k 4 Mu . Left = -2'YG 1 -0 ft -k = Mu : Right = ,� ®�p��,, ft -k As - > ax = 1.9 `•Vu : Left = 0.7 te.2 k 1.9 Vu : Right = -0.1 -0 -0.0 k ..Reactions(k).. ......... Deflections (in) ... Left Right Up @ X -Dist Down @ X -Dist = 0.250.01 �-^--� - 4.00 ft 0.49 , 9 Sly. , - 4.00 ft a GDA•ENGINEERING AND SURVEYING Title : DON MITCHELL CALCS 220 GRAND AVENUE Scope : 5" DEEP OVERHANG SLAB OROVILLE, CA Number: 93522 95965 Misc . (916) 533-2068 Dsngr : LFG Date:29-Oct-93 ------------------------------------------------------------------------ CONCRETE RECTANGULAR & TEE BEAM DESIGN -------------------------------------------------------------------'----- DL+LL+ST+[Bm Wt]= 0.25 -0.00 -0.01 4.00 ft Stirrup Requirements: Dist. -> 0.7 1.3 2.0 2.7 3.3 4.0 ft Spacing ->999.00 999.00 999.00 999.00 999.00 999.00 999.00 in Vu -> 0.68 0.63 0.51 0.25 0.25 0.13 -0..02 k. ---------------------------------------------------------------------- ADDITIONAL Optional Location = Center ft ....(enter 0.0 for maximums) Neutral Axis = 0.95 in I : Gross = 125 in^4 I : Cracked = 10 in^4 E : Elastic Mod. =2.5E+06 psi Fr : 7.5*(fc)^.5 = 335.4 psi Z:Cracking = 132.3 ksi DEFLECTION DATA -------------------- ......... Using Service Loads Only Mcr: Cracking = 1.4 ft -k Ms:Max DL+LL = 1.0 ft -k R1 = (Ms:DL+LL)/Mcr = 1.426 Ms:Max DL+LL+ST = 0.5 ft -k R2 = (Ms:DL+LL+ST)/Mcr= 2.795 I:eff... Ms(DL+LL) = 125 in^4 I:eff... Ms(DL+LL+ST) = 125 in^4 STATIC SECTION ANALYSIS For'Evaluation of "Mn' Moment•Capacity: Center Left Right X Neutral Axis = 1.29 1.38 in a = beta * x = 1.10 1.18 in Compression in Concrete = 22.413 23.9985 -kips Sum [Steel comp. forces] = kips Tension in Reinforcing = -22.41 -24 kips To Determine Mn, Use... Sections w/Tension Steel Only ---->> Mn = T * (d -a/2) With Tension & Compression --» Mn = Cc * (d -a/2) + Sum(Cs*(d-d') For Evaluation of Max. As For Ductile Failure: X -Balanced = 1.26. 1•.70 in Xmax = x * max % = 0.94 1.28 in -max = beta*Xmax = 1.07 1.45 in .a Compression in Concrete = 16.4 22.1 kips Sum [Steel comp. forces] = kips Total Compressive Force = 16.4 22.1 kips As'Max.= Tot Force / fy = 0.27 0.3,7 in^2 Title :RETAINING WALL W/O OVERHANG Scope : Number: 93522 Misc . Dsngr : LFG Date:29-Oct-93 ------------------------------------- BASEMENT RETAINING WALL DESIGN Page ----------------------------------------------------- DESCRIPTION >> DON MITCHELL >> WALL W'10 CANTILEVER OVERHANG SOIL DATA =----------- ------ -- VERTICAL LOADS ---------- ALLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = 450 plf ACTIVE FLUID PRESS = 35 pcf AXIAL LL ON STEM = 400 plf ...ECC. (Toe side '+!) = in DESIGN FLUID PRESS = 35 pcf (Corrected for backfill slope) SURCHARGE OVER TOE psf SLOPE OF BACKFILL = :1 SURCHARGE OVER HEEL psf (horiz:vert,0=level)--------- LATERAL LOADS ----------- LATERAL LOAD ACTING ON PASSIVE LATERAL = 250 psf STEM ABOVE SOIL = psf ADD'L LATERAL LOAD = plf SOIL DENSITY = 110 pcf ...TOP FTG. TO START = ft SOIL HT OVER TOE = in ...TOP FTG. TO END = ft (can't exceed top support ht) ... ('+' increases sliding) ... ------- WALL &,FOOTING DATA--------------------�--- % FIXITY @ BASE OF WALL (100% = full fixity) - 50 0 HT. ABOVE TOP SUPPORT = ft -------- DIST. TO TOP SUPPORT = 7.33 ft RETAINED SOIL HT. _ --7.33-ft Total Wall Height 7.33 ft KEY DEPTH = in TOE WIDTH = 2.00 ft = 2.00 ft KEY WIDTH = in HEEL WIDTH 1,005 KEY DIST. TO TOE = FOOTING THICKNESS = ft 12 in Total Footing ------- Width = 4.00 ft Allowable Press. = 1,500 (Toe Width = Location of face) ------------------------- GENERAL SUMMARY'----------------------------' Pressure @ Toe = 1 533 psf Ecc.. of Resultant = -2.456 in Pressure @ Heel = 1,005 psf Kern Distance = 8 in Allowable Press. = 1,500 psf Footings 1 -Way Shear: Sliding F.O.S. = 1.43 @ Toe @. Heel = 7.7 = 0.3 psi psi Restraint Force Req'd Allowable Shear = 76.0 psi at Top of Wall = Additional Restraint 250.6 lbs Footing Overturning Req'd at Bottom ------------------------------------------------ lbs' Stability Ratio ------------------- = 6 31 Slab Used To Resist Sliding FTG/SOIL FRICTION = SOIL TO NEGLECT = Factor of Safety = SLIDING CHECK @ BASE ---------------------------- Lateral Pressure 946.2 lbs N y/n - Passive Pressure 125.0 lbs 0.4 - Friction Pressure 1230.8 lbs in lbs 1.43 Addn' 1 ForceJ.teq:':d = Title :RETAINING.WALL W/O OVERHANG Scope : Number: 93522 Misc Dsngr : LFG Date:29-Oct-93 ---------------------------------•---------------------r----------------- BASEMENT RETAINING ------------------------------------------------------------------------ WALL DESIGN ------------------------- FOOTING DESIGN ------------------------------- Soil Press. Mult. --Toe- --Heel-- f'c = 2,000 psi By ACI Eq. 9-1 psf= 767 1,447 Fy = 60,000 psi Mu - Upward ft-#= 1,761 1,286 Min. Asteel % = 0.0014 Mu - Downward ft-#= 420 1,190 USE SP UNDER HEEL ? Y y/n Mu - Design ft-#= 1,341 96 ..........Rebar Choices..... ... One -Way Shear: --Toe-- --Heel-- Actual psi 7.7 0.3 #4 @ 15.87 in o.c. 15.87 in Allow *.85 psi 76.0 76.0 #5 @ 24.60 to 24.60 Cover over Rebar in= 3.00 3.00 #6 @ 34.92 It 34.92 Ru = Mu/bd^2 psi=. 18.4 '1.3 #7•@ 47.62 " 47.62, AS REQ'D in^2= 0.151 0.151 #8 @ 48.00 " 48.00 #9 @ 48.00 " 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- Masonry Data... f'm = 1,500 psi MATERIAL TYPE..... ------------ Fs = 24,000 psi 1:Mas,2:Conc 1 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N y/n n :Modular Ratio = 25.8 SOLID GROUTING ?....Y y/n Allowable Fa = 150.0 1=LtWt,2=MedWt,3=NrmWt.. 2 ------- Concrete Data... f'c = 2,000 psi NOMINAL THICKNESS = 8 in ------------- Fy = 60,000 psi ------- CONC. COVER OVER REBAR = 1.5 in NOTE !! Maximum Moment Occurs at 3.55 ft above Top of Footing Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom DIST. ABOVE FTG = ------------------------------------------------ 7.333 5.8664 4.3998 2.9332 1.4666 ft BAR SIZE # 3 4 4 5 4 4 BAR SPACING = 16 16 8 8 8 8 in ....O:Cntr,l:Edge ? Rebar 'd' Dist. = 3.75 3.75 3.75 3.75 3.75 3.75 in Wall Side w/Tension: Front Front Front Front Front Earth Moment.... Actual = 0 349 588 607 294 -460 ft-# Moment.... Allow = 419 521 652 737 652 652 ft-# Shear..... Actual = 2.7 2.3 1.1 1.0 3.8 7.6 # Shear..... Allow = 27.4 27.4 27.4 27.4 27.4 27.4 # Wall Weight _ 78.0 ,78.0 78.0 78.0 .78.0 78.0 psf .MASONRY STEM DATA ..................................................... Interaction Value = 0.06 0.74 0.98 0.91 0.55 0.81 Actual fa = 9 11 12 13 14 16 psi Actual fb = 0 166 223 204 112 174 psi MOMENTS @ BASE OF WALL........ ----------------------------------- Used to find resultants & eccentricities (About Toe @ Bottom of Footing) ------------------------------------ Force (lbs) 'Distance Moment Vertical Lateral (ft) (ft-#) Shear @ top of footing (tof ) _ -- 689. 7'.',. : =..1 :.00 690 Moment @ T.O.F. from stem fixity =. -- --i` ;' "=.:-V4-; 0 Title':RETAINING WALL W/O OVERHANG Scope Number: 93522 Misc Dsngr :: -LFG Date:29-Oct-r93 -----------------------------------=------------------------------------ BASEMENT RETAINING WALL DESIGN ------------------------------------------------------------------------ Active pressure @ heel side = -- 274.1 0.49 134 Active pressure @ toe side = -- -17.5 0.33 ` -6 Soil weight over heel =-1075.1 3.33 -3584 Surcharge load over heel _ -- Footing weight = -580.0 -- 2.00 71160 Stem weight = -572.0 -- 2.33 -1335 Applied axial load on stem = -850.0 -- 2.33 -1983 Soil weight over toe = -- Surcharge load over toe Totals = 3077.0 lbs -6783.8 ft# ,EP'ART.MENT OF TRANSPORTATION (CALTRANS) :NCR.6CHMENT PERMIT - M- P-202,A(REV 2/62)' n compliance with (check one): Your application of JANUARY 31 Utility Notice No. Agreement No. R/W Contract No. 1989 of of of Permit No. 0389-6RSOO9O Dist/Co/Rte/PM 03 -BUT -162-24.1 February 27, 1989 ie Paia Deposi 110 $----- mono mmounz $ ----- Bond Company Bond um er D. R. Mitchell 172 Canyon Drive Oroville, CA 95966 PERMITTERg nd subject to the following,'P.ERMISSION IS HEREBY GRANTEDZ o Construct a private road approach as shown on attached pn, stamped "APPROVED PLAN, dated February.27, 1989 and signed by Caltrans District 3 Encroachment Permit Engineer and as directed by Caltrans representative. 1. The minimum culvert size shall:be 18 inches. - 2. An overside drain with a 15 -foot AC flare and an AC spillway shall be constructed up stream of the driveway taper. 3. An outlet gutter shall be constructed from the culvert to an existing ditch located approximately 80 feet from centerline. 4. Remove and salvage -existing truck crossing sign. Permittee shall contact State Inspector Maurice Gravier, telephone (916) 741- 4035, two working days prior -to commencing work,--to-arrange a pre -job meeting, in accordance with Provision 5 of the attached General Provisions. The 24 hour notification before restarting work, provided by Provision 5, shall be strictly adhered to: All work shall be conducted and completed to the satisfaction of the Department of Transportation's representative listed below. Immediately following completion of the work permitted herein, the Permittee shall fill out and mail the Notice of Completion attached to this permit. e following attachments are also included as part of this permit (Check In addition to fee the permittee will plicable): be billed actual costs for: Yes General Provisions _ Yes X No Review Yes X No 'Utility Maintenance Provisions Yes X No Inspection Yes - No Special Provisions; PRIVATE ROAD, RS, TRAFFIC CONTROL X. Yes Field Mork Yes X No A Cal -OSHA permit required prior to beginning work: # PLAN ATTACHED (If any Caltrans effort expended) Yes X N.A. The information in the environmental documentation has been reviewed and considered prior to approval of this permit.' is permit is void unless the work is completed before SEPTEMBER 1, 1989 is permit is to be strictly construed and no other work other than specifically mentioned is hereby authorized. project work shall be commenced until all other necessary permits and environmental clearances have been obtained.. Maurice Gravier P.O. Box 911 Marysville, CA 95901 (916) 741-4035 cc B. Mulcahy, Valley Region APPROVED: Robert 0. Watkins, District Director William T. Smith, Encroachment Permit Engineer M Computation Sheet Project PRO PoS 6D DQIy EwA Y OFF 4 6H WAY j6 Z % QQOVt,_LE, CA. Sheet Feature DErML roe CAL-7-,AaNS 1 -AA41r Designed Date Item Checked B+ SCA L E: / n 2 O 0 . �CRTiy PRoP�,2ry C o2N�. F� ® M ►I.E POSTP�47y L /IV aE 24 ° Sri. b�l� 02 gI r I B(cASs Mon,. R #DW0, !27-!-12 �S'0'rQT. cf- ►� APP{®diED PLAN ku o FEB -2 71989 W AISTRICT PERMIT ENGI LAS( SLOPE Q Acy, 3� _-.'... AS Negro Fv2 / �► t � � ►s/� rrr J►sr�NcE / - �� s / Qr („i 0 8`z4a'C.+P EDGE PF,VG: T -o orso = 2 °7a 21` EXISTING S/4N I W STA. OtSO AH67AD i TTRNCK CPOSS(NG I Z n l Z. e' STC -v E_ZGC OF ..QIVC r. J To NAvc M'tN. Z' CUT ZrCv� • �q '_ '•� P2e/ENS /�1frC LE f�C(rr! , • .' �?, Car SLOFE-j y2. LEVS ,` FILL SLO /C S • I- % i AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-84 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. �j The property described -herein -,is. adjacentI 9 93. 0.19585-l' i to . land or included within -an area zoned .1i 585 I Rec Fee 8.00 for agricultural purposes, and residents I Cash 8..00 of this property may be subject to incon- Recorded-. i veniences or discomfort arising from the -Official Records I 1 use of agricultural chemicals, including, County of I but not limited to herbicides, pesticides, Butte and- fertilizers;- and from the pursuit Candace J. Grubbs I of agricultural operations including, Recorder I. but not limited to cultivation, plowing, 1:15pm 17 -May -93 I PUBL XX 2 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has'establishedagricul_ tural zones which have as a'priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All thAt real ..-prop'erty.-.`situate in . the County of. Butte,' State of California, -described as follows: A portion of the Southeast quarter of Section 7, Township 19 North, Range 5 East, M.D.B. & M., hying Southerly and Easterly of a 300.00 foot strip of land, the centerline of which is described as follows: BEGINNING at a point on the South line of said Section 7, from which point the Southeast corner of said Section T bears South 890 28i 4811 East 972.19 feet; thence along a tangent curve to the right having a radius of 900.00 feet; through a central angle of.570 23'' 5011 an arc distance of 901.59 feet; thence North 720 15' 1911 East a distance of 358.41 feet; thence along a tangent curve to the left having a radius of 900.00 feet to a point on the East line of said Section 7,-, said point also being the end of the herein described centerline. Date: PROPERTY OWNERS: 00rJA-&_9 F iJ1r6fS:_L/_ State of ) On this the �_ day. of C 1, before me, the SS-. undersigned Notary Public, personally appeared County ofZ�') Ell/Personally known to me. El Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Notary Public S S � l COUN OF J} Ss. On V , before m the dersigned, a No ry Public in and for said State V7 M �.• personally appeared - I/ e) nerta) r LL -k- Personally known to me . OR, ❑ .proved to me on the basis of satisfactory evidence _ to be the person(s) whose name(s) is/are subscribed to the with' trument and acknowledged to m he/she/ ey:• xecuted the same in his/her t T. AZEVEDO authoriz pacity(ies), and that by his/her COMM. VEDO#9990044 signature(s) on the, instrument the person(s), or e 'NOTARY PUBLIC -CAIIfORNIA rn entity upon behalf of which the person(s) acted, g BUTTECOUNTv executed the instrument. My COMM. Exprs's March 31,1997 Witnemy hhn and official sfl. Capacity Claimed by Signer: ❑ Individual(s) ❑ Corporate Officer(s) Tide(s) ❑ Partner(s) ❑ Attorney -in -Fact - ❑ • Trustee(s) ❑ Subscribing Witness ❑ Guardian/ Conservator ❑ Other. Signer is Representing: Name of person(s) or Entity(ies) (This area for official notarial seal) , r 1i 1 L1__r V Cl - L V Name ffypagror Printed) ATTENTION NOTARY: Although the information requested. o is opdonal, itc Id prev uyd`ulent attachment of this ;ertificate t another dogiment THIS CERTIFICATE Title or Type of Docu MUST BE ATTACHED TO THE DOCUMENT Number of Pages Date of Document I DESCRIBED AT THE RIGHT: Signer(s) Other Than Named Above r SAV -191 (11 /91) r,_-t,._.r.r.c..�-..*,•x.-..-...�..N=.:yr•� .�-•r�....,Y •,,, �, ... ..:>. .,-r �i: ,;y.�� •rf`:r�r., BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District1� Ut M �1� Gam{ �/YBuilding Department No. A.P. Numberf Jurisdiction City County Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial e No. o Living MHI Units 0 New W1.1 Sq. Footage 4 Addition (Group R) 0 Sq. Footage Addition t (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) L Date District Identification No. 930711 t�7ic,cx�-L.LQO (L"►'u &--� %CJ-C�&School District certifies that (Applicant) (Street Address) (Phone Number)-•.-•., o Cfi (City) (State) (Zip Code) has complied with the requirements of Resolution No. /d�'S- 9 by payment of $ AIF3 3 g representing a- 9 3:2 square feet. School District Representative Paid by Check Number $ AA y� Bank Number Paid by Cash ,.�-/7-- 73 Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. i White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) __. _ _. . _ __ _ � - ` r, r 7 �U1LpING DEPT. Copy