The URL can be used to link to this page

Home My WebLink About028-440-044ENVIRONMENTAL HEALTH SHEET I. 7 ENCLOSED 2 — 028-440-044 01-0004 ' 1402- E 4- ^ g1 AVACADO.,OROVILLE l'��VA roof m,�-, filar CONTR: DAVE TUMAN Jt _ j ' ELEC. SERVICE PANEL FOR LOT DEVELOPMENT t 028-440-044 .Giigg9 ELDER, JEIL / GREB, LINDA 0-2-0?40 ! 872 AVACADO BANGOR 4 CONT: RICHARD DODDS . NEW 3 BR 2 % BATH ri1 N** 7 I� 028-440-044 02-1026 ELDER, NEIL .872 AVOCADO, BANGOR �1 CONT: DUKES ELECTRIC SOLAR PANELS INSTALLATION _. 028-440-044 02 - Neil Elder 872 Avocado INALED 1 Cont. Duke Electirc"3f-0 Wind Generator 028-440-044 03-15 ELDER, NEIL 872 AVOCADO, BANGOR PERWIIT 12FNEWAL CONT: DODDS, RICHARD I DATE: Y-6 -0S ISTRENEWAL BP#02-07,\ 1311902-679'G/Ci3 •/sGy r`',�'' EXPIRES: 1 14 B07-0238 028-440-044 MISCELLANEOUS Private Pool GUNITE POOL - MP07-0012 (MASTER 872 AVACADO RD ELDER NEIL W & GREB LINDA L (C NOTES I REST PERMIT NO. _92§.440-04 4 *- V02-1026 t ELDER, NEIL 872 AVOCADO, BANGOR CONT: DUKES ELECTRIC SOLAR PANELS INSTALLATION `O I II SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY ?. t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 3 7 County Center Drive 9 Oroville, California 95965 • Telephone (530) 538-7541 1026 (Rev. 12/96) APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER__ _ ZONING BUILDINGPERMIT OWNER i.✓N TELEPHONE 755-0741 SO. FT. OCC. BUILDING VALUATION . OWNER'S /M�AIILINNG ADDRESS �r�+ {�� w�q /�� JLW • LW 4ii S CA95"3 .( �,/�� /y� tr♦ ♦ 5W W CONTRACTOR'S NAME � i TELEPHONE CONTRACTORS MAIUNG ADDRESS 253U ZAP WAY SURE a CWQQ CA 95M CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS N ., t d f Fireplace Total Valuation is It .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS $72 AMD= EANGIN CA 9_5914 Energy Plan Checking Fee $ $ PERMIT FEE $ 78.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: .S" VM PARM 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 Filing Fee 20.00 Main Service 200AOR'S: 23.00 LICENSED CONTRACTOR'S" 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 ry License Class - //) Lic. No. s S � �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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. I 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 ere: Carrier !�iAtn Policy Number (The above sections need not be completed if the permit is for w rrk of a valuation of one hundred dollars ($100) or less.)qy". ..' : ❑ 1 certify that in the performance of the work for which this permitois,issued, I shall not employ any person in any manner so as to become subjectk toyworkers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code,�l shall forthwith comply with those provisions. ''� .�¢-� X _ _ Date Ifa _ at Signure of Ap cant - ❑ Owner ❑ Contracto__r VAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. TO Mein Service TO 46.00 NEW CONST. DWWELLDECLARATION CU EL OCCUP. SO OR ADDNS. ( & ACC. EMS. 3.5¢FT. ULTI-O@7.50 =RESIDT ='_O, APPARATUS 8 SINGLE OUR.ET CIR. Ex. Occup. OUTLET OR FIXTURES e20 @ 1.00 0 Ex. Occup. ouTLEEDTs RPP ESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD CDF PARCEL` PD HD 91 ISSU 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 AT_ % bate ReceiptNo. Jj1+00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f , d = OK 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES * = Not Ready Gas; MH Test -Demand -Valve -Connector Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card 3-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (I Date FRAMING (Continued). Underfloor (Plans) OK except #'s 46. 1. Zoning-Setbacks-Easements-Flood-Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel-Wrapped 54. 8. Piers-Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test-Anchors-Regulator-Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance-Material-Support-Ins. 60. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card -B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent-Access-Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor-Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor-Nail Protection 66. 20. Shower Pan; Test, First Floor-Tub Access 67. 21. Test Tub & Shower, Second Floor-Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 23. Fixture & Transformer Clearance-Ins. Protection Elec. Outlets & Receptacles at Kit. Counter 24. Elec. Receptacles Spacing-Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 25. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (F.F.I.)-Romex Protection 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Insulation -Foam -Looked in Attic 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral Q Yes ❑ No Guard Rails & Deck Construction -Post Caps 31. Service-Riser Conductors & Ground Main Disconnect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 32. Equip. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor Q Yes 33. Clothes Closet Light-Shower Light-Spa Light Following Insild./Drive ] Yes p No/Walks 0 Yes 0 No/Planters 0 Yes ] No 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 86. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Date 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 T jingle & Duplex) Date FRAMING (Continued). 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll 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-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive ] Yes p No/Walks 0 Yes 0 No/Planters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 02-1026 ASSESSOR PARCEL NUMBER 028-440-044 ZONING A-5 BUILDING PERMIT OWNER ELDER NEIL TELEPHONE 755-0741 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1. 1412 PE61BIE Cr. YUBA CITY CA 95993 otitr.-o; ' e 1,500,00 CONTRACTOR'S NAME D wLY, ELECTRIC TELEPHONE 1894-5590 CONTRACTOR'SADDRESS 0 ra WAY SUITE U• CIffCO CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ y ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 872 AVOCAW B G ' 1 Energy Plan Checking Fee $ $ PERMIT FEE S 78.00 LOT NO. SUBDNtStOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SOLAR VOLTAC PHt%1S Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VR LE Main Service 200A 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. /� License Class /(J 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. $I 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 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. Id I 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 'S�i& Policy Number�/.T-DU- )/{ •– vo V 17 lay (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 111 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, -and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ate �• �'z� Signature of Ap cant - ❑ Owner ❑ Contractor' Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 3.SQ so. ACC. BBLDS. FT. ORR,,,,ADONS.CONS( M UTLET NON -RES -IM LCH CIRCUITS (LD7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 O 1.00 BAL p ,50 Ex. Occup. pX� S FIXED RES p,0� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ neroorsT. occ TYPE TOTAL FEE $ 121.00 :.AZ. p. FEES IMP I FLOOD COF pARC0. PID HD ISSU 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. q By Dat 2 / O2+ 1 PERMIT EXPIRES ON 2 0 08te 1 Receipt No. •� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' e Ak.' • COUt".NTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, C`A 95965 Phone (530)53.8-7541 Fax (530)538-2140 ` PERMIT APPLICATION DATA SHEET OWNER:`Pr LIC i ASSESSOR PARCEL NUMBER (_JAS b "►� +V�'� So 14� iC� LA,-ic_ � Proposed Building Use: / Counter Technician: �• � Date: � S Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. "Po1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. '02. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑.3`a,Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. „� O 4i",,Engmeered truss details and layouts in duplicate. No faxes! ❑'S 'Energy compliance design and supporting documentation in duplicate. ❑ 6: Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed_., The-permit'will be indexed and returned to the plan review line-up when required items are received. , I Date Received By ❑ 8. F1ood.Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ' ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other` Remaining items needed tp issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... tatein t of Intent for Non -heated and A/C Buildings ................................... T ( X anitation and plot plan approval from the Environmental Health Department in ( �(CJI/I L 1; 7. City of Chico Plumbing permit........................................................................ 8. California Department of Forestry plan pproval ❑paid. Sent by: 9. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: 20. Contact Land Development abou ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior'to occupancy). ❑ 22. Pre -Inspection for required ............... ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, O Mailed to owner) ..................... r.-❑ 26. Letter of Signature authorization...................................................................... y :D 27. Recorded copy of Agricultural Acknowledgment Statement ...................:................ ❑ 28. Manufactured home utility clearance................................................................ ❑ 29. Existing violations and/or expired permits.....................................:...............:... ❑ 30. O Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informj of the above items and requirements for obtaining a building permit. Applicant: Date: ' 1. Index permif=;applrcataon for the above items numbered: / l /01 Plan Check Letter 2. Additiorial�i>ems required `` Contract6r;14esigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, O cou er by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division .. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 872 AVACADO RD Owner: Permit N0: B07-0238 APN: 028-440-044 ELDER NEIL W & GREB LINDA Issued Date: 02/20/2007 By KEJ Permit type: MISCELLANEOUS 872 AVACADO RD Subtype: Private Pool BANGOR, CA 95914 Expiration Date: 02/20/2008 Description: GUNITE POOL - MP07-0012 (MAST Occupancy: Zoning: Contractor Applicant: Square Footage: POOLS BY JAY POOLS BY JAY Building Garage Remdl/Addn P O BOX 1137 P O BOX 1137 GRIDLEY, CA 95948 GRIDLEY, CA 95948 (530) 846-4439 (530) 846-4439 Other Porch/Patio Total FEE INFORMATION EH Building Review Fee $75.70 Swim Pool -Master Plan Coord $467.42 Total Charged: $543.12 Fees Paid: $543.12 Balance Due: $0.00 Receipt No: B1768 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License POOLS BY JAY 738866 / C53 / 09/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of DoiVbn 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in ful and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil than five hundred 02/20/2007 penalty of not more dollars [$500]; Please check one of the following: CO tors4- nature Date ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors License WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: Law does not apply to an owner of the property, who builds or improves thereon, and who does ❑ I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR the work himself or herself or through his or her own employees, provided that such improvements are notintended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED as required Section 3700 the Labor Code, for CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the State Fund 229-0035616 ExpDate: 10/01/2007 Cartier: Policy Number: . Contractors License Law.). (This section nee not a completed if the permit is or one hundred dollars ($100) or less. 1:1 1 AM EXEMPT under Section B. & P.C. for this reason: I 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 the Workers' Compensation laws of California, agree that if 1 should become subject to the workers' 02/20/2007 comp s tion provisions e n 700 of the Labor Code, I shall forthwith comply with those pr isio � 0 e s na re Date X 02/20/2007 I hereby certify that I have read this application and state that the above information is correct. I agree Sig t e Date to comply with all Ciry and County ordinances, rules, regulations, and State laws relating to building W ING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, A SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Countyto enter above mentioned property for inspection purposes. I hereby certify that I am the p pe am authorized t t on the p e owners behalf. $6r-. 02/20/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is construction lending agency for Of Permittee [SIGN] Pr t Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner Contractor OR.Agent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0238 Date: 02/07/2007 Location: 872 AVACADO RD By: GLB Parcel Number: 028-440-044 Sub Type: Private Pool Owner Name: ELDER NEIL W & GREB LINDA L (C Phone: Description: GUNITE POOL - MP07-0012 (MASTER POOL #01-515) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturber one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 02/07/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0238 Date: 02/07/2007 Location: 872 AVACADO RD Parcel Number: 028-440-044 Owner Name: ELDER NEIL W & GREB LINDA L (C Phone: Description: GUNITE POOL - MP07-0012 (MASTER POOL #01-515) G� Signature o Property Owner: FILE Date: 02/07/2007 a_1Y-3l I r � All {�Vol 1-t AMD got 41 010 'f p�,l�I 603 �-�`at--5�sr_b.�.t.'hf::Yd. +�:31'k .F.:t:.•�h: ". j:...tti �, .:. ,. �.• - PLANNING DIVISION - BUILDING PLA P APPROVAL Use: Date: _2 l O Parking: Landscaping: Other. /% i reoi- mz. y, �h lab' BUTTE COUNTY APPR FED Owner: 613D� BP# 2_iD -02 ,, r APN: 02 `F�if) `04+ 2 -*B7 FILE COPY. . - _vim- - .a BUILDER NOT RESPONSIBLE FOR CONCRETE: SHRUB- BERY AND I OR UNDERGROUND OBSTRUCTIONS IN ACCESS THE UNDERSIGNED APPROVES THIS WORKING PLAN AND SCKNOIVLEDGES RECEIPT OF &COPY: POOLS BY JAY . aim9 ALESMAN�SF HOME BUSINESS DRAWN BY - CHECKED BY t POOLS BY JAY Pools and Spas Construction • Service • Supplies Con. Lic. #738866 530-846-4439 P.O. Box 1137 Jay Chesson Gridley, CA 95948 POOL S� PERIMIONS �. SIZE. � PERIMETER-�AREA �a? sq. iL DEPTH TO .2 ' VOLUME GALS. CONSTRUCTION SPECIFICATIONS RAMP SHALLOWIDEEP SWIMOUT x LOVESEAT z WALKOUT x EXCAVATION.(CQPINGICANTILEVER):- FENCE: DOWN 'Bl( UP BY HOURS OF GRADING LOADS TO DUMP STUMPS LEAVEIHAUL CONCRETE: REMOVE $q, it STEELIGUNITEMLEJPLASTER (VORTE)(/ANTI-VORTEX) RAISED BOND BEAM FT. x height RAISED BOND BEAM FT. x height DECK TIES TILE COLOR'OF PLASTER CAP FOR BOND BEAM CAP FOR RAISED BOND BEAM SPA x LENGTH OF DAM CAP FOR DAM SPILLWAY PLUMBING SPECIFICATIONS POOL NO. OF RETURNS MAK DRAIN SIZE SIZE OF SUCTION LINE FROM SKIMMER SLIDE FILL LINE FOUNTAIN. LINE It, SOLAR HEAT"rs POOL CLEANER REVERSE FLOW PLMG DIV. BRD. PRONG JIG SPA MAIN DRAIN SIZE NO: OF JETS LIGHT — RETURN VALVE TYPE UTILITIES ELECTRIC BY GAS BY L DECKING (CANT .EVEq S0. FT. TYPE FINISH . ) FOOTINGS x x MASTIC DIVIDERS: TYPE DRAINS RISERS ft. . "`'°' POOL EQUIPMENT FILTER: TYPE SIZE PUMP; TYPE SIZE HP HEATER: TYPE SIZE 0mTU BLOWER:TYPE SIZE AMPS POOL CLEANER TYPE SEPARATION TANK POOL ACCESSORIES LIGHTS: POOL SPA LENSE KIT BOARD -BOARD STANDARDS SLIDE STRT/LCIRC COLOR GRAB RAILSISTEPS_ LADDER HANDRAIL VACUUM HEAD AND____,,,___..- FEET OF HOSE MAINTENANCE KIT AND POLE MAP BOOK PAGE: Da g^ 4/ 4"D —&--1 LOT 1� FJ BUTTE.COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT ,TIME OF APPLICATION Website: www.buttecounty.netldds , **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name FirstN e Mailing Addressg z�lew- City _ State �f ZipG�.-7/ ��'' Phone 3 Fax E -mai APPLICANT INFORMATION CONTRACTOR Name 5 City Addres / 7 City G� _ St y Phone' 3 Fa E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City _ Stat I Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. BIN N PROJECT LOCATION API Property Address 07.2 City GGA ' WORKER'S COMPENSATION Policy Number Carrier 1 hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: 06 r �- All . �( Sq FT- Living Garage Open Cov 0 • Structure Built without Permits . C1 Proposed Change of Occupancy (Note previous use): For office tuse only: Zoning Flood Zone SRA I Yes FNo Occ. Type Const. • .I t ti 1 _t r 1 t} f i, i JOB FINALED (Date) Signature RESIDENTIAL PERMIT NO. – SPECIAL CONDITIONS SRA _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS VERIFY t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY r+, ■ Manufacturer Insulation Fact Sheet CertainTeed C This is CertainTeed Corporation InsulSafe 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18/2 44 26.4 38 0.712 161/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 102 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 51h 11 6.6 151 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and C;518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. r R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 5'/2 16 19.8 51 0.533 4 15 17.9 56 0.484 31/e 14 17.3 58 0.467 3'h READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly ori the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. i To get the marked R -Value, it is essential that this insulation be installed properly 0 C7 • CertainTeedll � Builders Statement • • InsulSafe 4 Fiber Glass Blowing Insulation Homeowner Name / Jobsite Name 0(20 R7Z Aya a rl n Home Address ✓ r lcvf- Installer/Contractor (sign) Company Name Date ' s 5 Bui er (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. fL of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: abs.) Should not be less than: an.) 60 36.5 27 0.986 22 49 29.6 34 `. 0.800 18/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'h 22 1 13.1 76 0.353 9 19 11.1 90 i 0.301 73/4 13 7.7 129 # 0.209 51h 11 1 6.6 151 F 1 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. fL of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per,sq..fL of insulation at or above the minimum thickness will result in reduced R -Value. ` • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) 2 3g CEILINGS 23-6 (7- z2i% WALLS t f -7 y a Y FLOORS It THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. fL of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per,sq..fL of insulation at or above the minimum thickness will result in reduced R -Value. ` • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 J=OK 0= Not OK _ = Not Applicable . =Not Ready eady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Specidl MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity; Location -Clearances -Grad-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L'ftJ P LPG 7. Well Clearance S Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectot 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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-Tenninals-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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OK Not OK NotAppGcaNe RESIDENTIAL (Single & Duplex) Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg_, Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Frtting-Test-2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Gin o lyi, w S„ c Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM NG (Permit) OK except #'s 17 -'Water Htr.; Vent -Access -Combustion Air Baffle . Water Pipe; Test & Anchor -Nail Protection 1 .W.V.; Test Fittings & Anchor -Nail Protection 20l8hower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date 1(9tip Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s & Switches at Doors 28 -Size Boxes & No. of Conductors Stapled . Romex Installed Close to Edge of S ds & C.J. Equip. Ground made up w/Met asteners-Qe d Gas & Water 29*. 2 ADDliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI )./Range Circle/ /ga Cu or AI -Oven Circ_ / /ga Cu or AI I sulated Neutral O Yes O No 3 . Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 3 . Clothes Closet Light -Shower Light -Spa Light 3L1116moke Detector i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support 3 . nt Fan, Exhaust above insulation 3 ondensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40 Attic Access & Platform if Furnace in Attic Date j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 54"Sills Proper Materials & Anchors . Walls Studs Nailing Spacing & Braces -Plates -Sound 3 Bearing Walls over Girders & Floor Nailing 4. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 6. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. angers -Post Caps -Anchors -Connectors 4V Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting: Rtng. 4 . Fi eplace Ties or Type AFlue-Fireplace Throat Clearance 5 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . Windows or Exiting Doors -Sill Ht. & Dimensions ge Fire Protection Framing -RC Channel 53 roperty Line Firewall & Openings 5 . Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56! Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5Z -Aiding -Nailing Veneer 5✓tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazina Area -Glass Protection-Skvliahts-Plastic Brace Pate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA tans) OK except #'s . gxt-Steps-Door & Sidelight Protection -Landings Sgioke Detector 6 u, , - - Vents -clearance -Comb, Air-Connector- jnrGarage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 68' G.F.I. & Bath Fixtures & Tub Access -Spa 69. c. Trim & Subpanel, Breaker Sizes & Labels 7 ,P,."Stairs & Rails 7,1-.-' Fireplace or Stove, Clearance -Hearth TL Elec. Outlets at Wood Panel, Int. & Ext. 7 . Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 . ec. Outlets & Receptacles at Kit. Counter 0. arage Fire Door, Swing -landing -Closure 76" A.C. Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ,Garage; Above Floor-Mech. Protection 7 b.; Elec. & Mech. Equip. Listed for Location 74. lec. Receptacles in Garage (FF.I.)-Romex Protection K Insulation -Foam -Looked in Attic 81, -'Guard Rails & Deck Construction -Post Caps 8?,-Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 8 owing InstldJDrive 0 Yes 0 No/Walks O Yes O No/Plarrters O Yes 0 No (p%3,0, 05 g,TW Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing 8< yents, Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 81' Water Well, Disconnect, Electrical, Plumbing V' E erior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection ,eVCorrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric Z_�-ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 9�ddress Posted 96/ Fire Sprinkler Card B-1 Date Card B-1 Date 7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BALANCE OF FEES SHEET DATE: PERMIT: ASSESSOR PARCEL #: Q� �" hl �✓D "`(/ �' OWNER'S NAME: _ I t� L el1'P r FEES: (Amount and Purpose): �CErr,,�O,,F��L $ AD)WW FEES: $ REVISED PLAN CHECK $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec.) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER $ OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ / (Check one) COUN'T'Y !/ CITY OF BIGGS (Check one) RESIDENTIAL COMMERCIALLL n RECEIPT NUMBERS: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754 (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 09R-440-044 ZONING !A–,; BUILDING PERMIT OWNER E[ DER NEIL & GEB LIDMA TEHONE -755-0741 SO, FT, OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS 1412 PEBBI- E Cl-, YUBA CITY, CA 9599-3 CONTRACTOR'S NAME TELEPHONE 1692-2297 CONTRACTORS MAILING ADDRESS CONSTRUCTION LEND ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ 17-75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 879 AVACADn, RANCOR Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFSDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other NK Describe Work: 1 ST RENEWAL OF 1,2409-07,96 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR mss 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 ' in full force and effect. License Class — &/C_ Lic. No. ;�f/ QTa �Q 4- OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License .Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELJNG OCCUP. OR ADONS. a ACC. BLDS. SO 3.5¢FT. Na°ESIo MULTI -OUTLET QG 7.50 POWER APPARATUS a SINGLE oUfL-7 CIR. Ex. Occup. OUTLET OR FIXTURES 20 @''0° SAL @ .SO LNSI Ex. Occup. on'XLITLEETS AESID.oE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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.) PC I 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 Omwith thpro ' i S. X Date �3 r�J ature of Applicant - ❑ Owner V Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 437.75 HAZ. I D. FEES IMP I FLOOD COF PARCEL I Po I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat d bove for which fees ave been paid. i D y D to PERMIT EXPIRES ON p X ReceiptNo. WHITE-D.D.S.-B.O. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT DW� COUNTY OF BUTTE - DEPARTMENT 4tEVt:MOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive • Oroville, California 95965 9 Telephone (530) 538-75 PEWIT o: (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-440-044 ZONING A5 - B ING PERMIT OWNER ELDER NEIL & GREB LINDA TELEDHONE 755-0741 SO. FT. OCC. BUILDING VALUATION 2382 \ 12-8-16-2-8 . OWNER'S MAILING ADDRESS 1412 PEBBLE Cr. YUBA CITY CA 95993 743 U 1. 374 CONTRACTOR'S NAME RICHARD DODDS TELEPHONE "I 0.75 Cbl 13 845 CONTRACTORS MAILING ADDRESS PO BOX ?07 BANGOR, CA 99914 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 155 847.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 835.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 543.08 BUILDING ADORESS 872 AVACADO BANGOR CA 95914 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1421.58 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.008-4.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 _ . TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 3 BR 2 1/2 BATH SF Gas piping system t - 5 outlets 15.00 15.00 Building sewer 15.00 15 . QQ Mobile Home I S I G W (9]20.00 PERMIT FEE S 164.00 ELECTRICAL PERMIT Fling Fee 20.00 OR LESS Main Service zoGOOVOA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter commencing with Section 7000) of Division 3 of the Business and Professions Code, V9� and my license is in full force and effect.POWER License Class A3- /79 C 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. ❑ 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 WORKERS' COMPENSATION DECLARATION I 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 Service TO 46.00 NEW CONST. DWFDWELLINGMain EL NO OCCUCUP. OR ADDNS. ( a ACC. BLDS. s0 3.5¢x; 109.38 RESIO. MULTI.OIRCUINEW TS @7,50 APPARATUS A SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.SAL 20 @ 1.� OFIX Ex. Occup.,OUTLETS R� .oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 152.38 MECHANICAL PERMIT Fling Fee 20.00 Heating b , Cooling 15.00 15.00 Hood 1 6.50 5.50 Ventilation 3 @ gS stove 15.00 PERMIT FELE $ 85.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) A-1 certify that in the performance of the work for which this permit is issued, I shallaj(j 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 con ly tho visions. XCZZ Date �., - �� _ Signature of Applicant - ❑ Owner 91-Ct)ntractor ❑ Agent An OSHA permit is required for excavations over.5'0" deep d demolition or constru on of structures over 3 stories in heig t. �� I 91 Mobile Home Installation Fee $ Energy Inspection Fee $ L:.r , 00 ` occ co r TYPE T TAL FEE $ 1863.216 HAZ. IM FLOOD CDF pAROEL PD D SUE This permit is hereby issued under of the ButtJ��uon Code and/or indic a *abefowhich fees have By ` PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat "4t �3 Date ReceiptNo ck� � (4 33 _3 ?) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN INSPECTOR /GOLDENROD-A,LICANT t COUNTY OF BUTWE DEPARTMENt PMENT SERVICES - BUILDING DIVISION 9 7 COUNTY•CENTER DRIVE - OROVILL'E;�CALIFORNIA '95965 - TELEPHONE (530) 53 X7541 � � to • r PERMIT APPLICATION DATA SHEET OWNER: XGY PJt ASSESSOR PARCEL NUMBER: 02 y y Proposed Building Use: AJ C P Building Inspector: Date: (0 _f/ D/ r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: �* Date Received By 111. All items have been submitted .-------------------------------------------------------------------------------------- -� E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ' ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- t ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ;,13 5. -------y,.❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06 -----------------❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 0 7. ---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. -------------------------------------------------------- ❑8. Hazardous Material Form. -------------------------------------------------------------- ---------------------------- . Manufactured Home data and installation instructions including Tie Down S ec' catro ---- --------- ` Fees of $, ---�� _�� _ 2s�._ $--- --- -� -s� ---- ----- wti Impact fees as shown on the attached schedule. -----------------------------------------------------------=----- 5 California Department of Forestry plan approval/fees -- ----------- -------------------------------==--- ;. ❑ 13. Flood elevation certificate.------------------------------------------------------------------------------j;g----- ---- , plot plan approval Health Department. ------------------------------------------- anitation and 15. City of Chico plumbing permit, ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: ©k (B) Parking: !' -------------------------- 1118. Contact Land Development about ❑ Improvements, ❑ Drainxgi ,gal Parcel. ----------------------- �., ❑ 19:'E66ro4chment Permit for driveway construction approval prior to occupancy) �I ---------------------------- 1120. Pre-irispection for required. Request to Building Inspector on 0 1: Contractor's license information. (Number, Name Style, Classification). ----- Workers' Compensation carrier and policy number. ------------------------------------- ------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - --------- ----------=---�1--------------- 024. ----------❑2 . Letter of signahire authorization.----------------------------------------------------- ---- �`-------------- ' PY Yledgment Statement. -----------------------------='------------------- ❑26. Letter of intent on building use. -------- Recorded co of Agricultural Acknow r 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. --------------= ------------------------------------------------------- 029. -------------==----------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.DS." .--------------- 030. Other: b ------- v (Date) When you issue the perr itp rocess as follows ❑ Mail to owner, ❑Mailnto-contractor. /1J -Telephone c2� - /��.5� and hold for pi ku at r --U ' office. ❑ De 'ver inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire D artment, 13 Air Pollution Date: By: Copy of plans sent ❑,Health -Department, D Fire Departm Date: By: 1. Index permit application for the above items numbered: .- Ian Check`` List 2: Additional items required: '" Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by i Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by •"t'Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, as advised of the above red data b ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: , ,Y ' ' Date: • �i OG Plans approved-by:t i Date: -Sets of plans on hold in ❑ Plan�Cabinet, ❑ A.P. folder. Note transfer by: Date: �� ": Yellow Copy - Department of Development Services; Building Division. rye " E.H. USE ONLY Plot Plan A!tachad Floor Plan A&rhad Sen!'G'B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Dispi-d-s a Water Supply: P blic Private Well Clearance for dwelling. Other �- Hold final for: Final clearance O.K. for: NOTE: nmental Health Specialist 8/96 Date �� +'3 � `��. ,+ i Y '„s- 'C:Sitr;•:Ps"1;q.}4s..u•' ^». '�S�,.wa.��,�,��+�r �y(�w4yE%.+i?vl°.rw.. �,� .4`.i] . /`.. f..-., . - -. r , Y ' • i COUNTY OF BUTTE t r DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION"' - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541' • r SCHEDULE OF FEES DUE OWNER—c— PROPOSED BUILDING USE S `►� f "1 t- 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ i-=_tP:`x0 --Additional Fees Due ........................: ................. . $ --Revised Plan Checking Fee ................................. $ i 2. SCHOOL DISTRICT FEES e- , (paid at District Office) 3. SHERIFF FEES (paid at Building Division) /l Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. " 4. URBAN AREA FEES Q Residential ............................ ' x # Units Amt. Commercial (Sq. ft.) ............. . x = $ w. Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES 1510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) t L/ 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P. # CPO ti✓7'� DATE 62 RECEIPT # DATE REC. 0H -ed J 10. OTHER ! At time of permit appltca ton, wa a v ed the above -fees are required to be paid prior to issuance of the building permit. These fees 0 may be changed during the plan checking process. r APPLICANT DATE ,.. Pursuant to Government Code Section^66020, you are hereby nbtifted that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may -,have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items duritig which you may protest. The requirements+for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) COU,NTYOFBUTTE DEPARTMENT OF DEVELOPMENT. SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE 38-7541 SCHEDULE OF FEES DUE OWNER A.P. It _rr PROPOSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ J --Additional Fees Due ............................................. --Additional Fees Due .......................................... --Revised Plan Checking Fee ................................. C2. SCHOOL DISTRICT FEES 11 2 (paid at District Office) J (�/ 3. SHERIFF FEES (paid at Building Division) Residential .................................... - x $360.00 = $ Units Commercial (sq. ft.) ...................... - x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ _x = $ # Units Amt. fd Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $100.00 (paid at Building Division) 9. CS1k 87 TRAFFIC FEE $2500.00 (paid at Building Division) '10. OTHER 0 4 At time of permit applica ion, I was dvised-the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified thah items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ,PLAN REVIS40N Please complete the following information in order to process your submittal. If this form is not c and legible, it may cause a delay in processing, omplete, correct Owner's Name: ��i ` f G1 e,�' v1 *160m Received By: Date: �' �zO ' �- A.P. Permit #: O(_ ( 3 % Time. ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item �-OZ ❑ Engineeringy*4 ❑ Plan Revision GP►tL -ro +0 CA -LL *U � cJ � 3 ®� _`'lac coo ❑ Requested by Building Inspector or Correction Notice - pector's Name:. Requested By Plan's Examiner -Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show anQes nr000sed and 1 cati ng involved. WhenApproved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold foricku theO P P at Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan. Check Fee: ❑ $46.00 Receipt #: 13 Additional Fees Not Required Additional fees :maybe due based upon complexity and time'involved to process this submittal. Additional Fees: Receipt #: 0 ,, • a PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re- submittal, If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. •- please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FARM Tn A rnOV ng vn110 m Aw nCVtcw I eTreo Awn own inru urrru nev*ee1% Auw ww........ OWNERS NAME _..-... DATE: -:., �.... _. .. :..:...... - VeA, COMMENTS: � c t- � G � �Y4 ASSESSORS PARCEL NUMBER PERMIT NUMBER 02,8 --44O -O O/ RESPONSE FOR PLAN CHECK LETTER ATED: (C/a.r cld �o Oh S PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: - r 1 rd"aIC11 COMMENTS: � c t- � G � �Y4 LOCATION ON�LANS/CALCS: .S - v _ CO MMENTS: .1 %ave - - c �LA-jr CO N - /1,27A/1" G CHECK ITEM # RESPONSE BY: tc ari Dcr�C'S G/crhSa- r' -'k w2d( re- ;; -T UD %cL /owe 141 mAt'" 1 ON P NS/CALCS: 3 / 7 orc /O PLAN C K M # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: � c t- � G � �Y4 i L- (I LJO' CO N - /1,27A/1" G PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: c) COMMENTS: � c t- � G � �Y4 i L- (I LJO' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR. PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: - LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 4 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: July 27, 2001 0 ! ' • Department of Development Neil Elder and Linda Greb 1412 Pebble Ct. Yuba City, CA 95928 Assessor Parcel Number: 028-440-044 Building Permit Number: 01-1399 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART. — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Plot plan submitted does not match county parcel map. Has there been a lot line adjustment with the adjacent parcel or do we have the wrong assessor parcel number? I show north orientation of parcel to be towards Avacado Street and parcel to be smaller dimension on North property line. Please have your designer for the project recheck parcel size, shape and orientation. Screen porch is located off of a bedroom. Bedrooms are required to have either an emergency egress window or door directly to the exterior of the house per Section 310.4 of the UBC. Unfortunately, it may not exit to a screened in porch first. Location of porch may be redesigned to allow emergency egress from a 3050 window by moving structure slightly back to rear of house or screening would have to be eliminated along with some of the height of the siding to leave the long side of porch at least 65 percent open and unobstructed. �If plot plan truly is incorrect, then the North orientation of property is incorrect and house is orientated to the North and not the West as shown on the plot plans and in the energy calculations. Revise energy calculations for the correct orientation. T4era-rs�f6-sgzrare etca Us o m if slams- ues ion . �l! Any welding will require special inspection if done onsite and the special inspector must be named and verified by the Building Division prior to permit issuance. Your engineer must 1 of 2 r,� design wrought iron railing attachment to the deck and building structure. Please decide on iron or wood before resubmittal of corrections. �,� Nov STRUCTURAL COMMENTS: $T_ 1. Define `BPI", `BP2", and "Braced Panels" shown on the plans. Comply with bracing (.%A)$ d requirements of U.B.C. Sec. 2320. I%5aIC 00' 2. Please show attachment of the shear wall to the foundation wall on detail G/5. yr d S 3� PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $1051.56 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee ;certification form. 2.2. Sheriff fees = $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. (Incorrect plot plan was approved, resubmit correct plot plan to Health Department.) 4. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Cc: Michael Mooney, P.E. 2 of 2 Philo Hunt, P.E. Plan Check Engineer APPLICANT: OWNER: PERMPT 1. A. P. 1: WORK DES( PR -ECT PROCESSING RFrORD xn-/" Ai h�,, 0 DATE pMcgu?TM OF STEP of �. d a-gl-02 D. VaCc6" - - - C' - C gdl�d -�. - C c t a oo a�'di'I �1 t M ?y-� • S VJ.�11 1�n?l�s d► t � d 7 N SeA M C vl � . 9(2 Zo•12-�- -,�Lqjv Y -"o - -, -�Xawa �rrvrn� C 0 Owner: V_,�.pvye- Building Permit Number: Dl- 137? Plans Examiner. V A P. Number: IL/ GENERAL: 1. Zoning requirements - (number of permitted living units). 2. Building permit valuation. 3. Plans signed by the designer. 4. Proper description of work. on the application. 5. Existing violations on the property. 6. Recorded notice of violation. OT PLAN: l . Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. l3: Other buildings or structures. ,4- Grading, fills and/or drainage. Flood hazard 6. Special conditions on Parcel Map (Nois SRA, Fire Sprinklers, fees)... FAU & FAS road setback. Co rr e c-1- . Water Tender, Traffic and Drainage XBuilding or utilities across lot lines (record form). FLOOR PLAY: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). e.xrf- - -o .roeexsp - i diyx - sSkylights (Uniform BuildingCode section -2409 &2603.7). n°� } Ye -no W} n.o� Y �i ►�s D Glazing in Hazardous locations (Uniform Building Code section 2406). -R^� Required room sizes and ceiling heights (UniformBufid0g Code section 310.6). GFCI in baths, garage, kitchen; wet bar; and wderior receptacles (NEC 210). le Prohibited locations of gas water heaters (UhMmi�Phidibing Code 509& 1213.5). +: ,,I rohibited locations of gas heating egiiipau at(UniSansemm Medwnical Code 304.5). 7ro kh C( 0 ca. v'-, fimmall separation - reped on--- garage side nicTddmg snpportwg Walls and posts (Uniform Building Code section 302.4 exce0ti6n#3)..z . Wood sto elocation - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9:1). . Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 oft - 62 -4 ,10 v- ��a cec� w Cocom 6 v✓J - ►'gat +o code.. ( 2 5 -FO -`'l )) . '"orN, i -ha,*, 3 �l TRUDETAILS: 5 Conventional construction - Unusually shaped buildings (U ' orm , uilding Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building e s n 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. . 4 Throe story building requiring engineered calculations and p . 5. Foundation plan complete enough to construct building. 6: Floor construction details complete enough to construct buil ' g. 7. Elevations and wall construction details complete enough construct buildin _ 8. Roof construction details complete enough to construct b 'ding. ( Z 9.' Rafier ties or bearing ridge beam 10. Fireplace construction details and calculations if neves S 00o Z'S 11. Garage door header size(s). 12. Porch header size(s). 13: Stud heights. 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. -16. Special Inspection requirements. 17. Header sizes. . r• 1.8. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, drails (Uniform Building Code section 1006): 227buardrails (Uniform Building Code section 509). hI� , 4 3. - Brick or stone veneer (Uniform Building Code section 1403). LO r� f : _ Extenor plaster- weep screeds (Uniform Building Code section 2506.5). +O !Ze 5. Roofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). C�-Q 1`/15 -ems _ 6:'-ltoof coverin '1t pe = (fire haiard). 7. Foam insulation -protection. U gtkd' v . r• - U 8. 3q":: halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10,. Underfloor access and ventilation (Uniform Building Code section 2306.3 &2306.7). -. 11 +Attic access and ventilation (Uniform Building Code section 1505). `.12_ . Co_ mbustion air for fuel burning appliances - LPG requirements. _ wSound requirements. ergy design compliance and supporting documentation. ✓V o �i }��,� fishing at all exterior openings. DF responsible area requirements. 17. BpAding Permit requirements: SRA. Co + 1010-n sr 17.2. Flood elevation certificate. �.Ivr�)Ac:ua� 17. S iinklers required. 17.4. �ST�j�cj�ofij_'requiremen �4 17..ns. - 17.6. Sub -Standard Housing letter. r Page 2 of 2 • 9 a 1VIICBAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-03-46 Page 1. Job Name Elder/Dodds Assessor Parcel No. Date April 5, 2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Framing 4.5 Insulation' 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Plywood 3.0 40 psf. Framing 4.0 Gyp Bd. 2.5 10 Lateral loads Wind P = C� Cq q I, where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C,IW/1.4R C,=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. OI -/ 33 9 tiufrk CUU%iI W&ftDO4G DEPARTMMI 'ADPP 0 V Ic_1322 a 11 A I i. i A4 45 AG -.A 7 Ji. 91 1 11") E Id -11 - ---- ------ ::DB Eo Cil v �z Q 0-5) C1�1 u �s CT�C�� ✓((.�szwn� /a�.i�w 5u' LC-) Cc,u;� uj ,,m RN U: <T�24 -V-r�uk io�� Ct�- o- 23` z o,`70 Fy - X;� -,, �L� (. Z (ZO K tb 4- KPQ� 231q� + (OZo- 0 + 111)7 t'7 2 ws- ` J LsTtt� �� C�.�,bL ��f�P' 4,6477 +'2A(a) -7-6,1.0� few 0 �. X (o 4-- 4.3K?R5x n PCZ. CSI W�- LA,,ft O/s--sUun,e" (,QJ�,fz , UJ" Lam-5- on ams Cn hi wti�- LAw �e 1� � SETstju'L gT39.�� -! �•��, 23.75 Uj ::?- T -t,°1 t eft V1vD,tnuj4- A,t;, v1I2 O�, I' -Lt V-1- A 'JA c -2i LaMW_-�E Gap'- q)5�, l(":,j 0- Maz G/y C-3, u-6vt22l- ).6q lJo �F- i" U�1v z ,4 4 n c .BLO c(,j6fL -VA.A-*J /�2 1 uc) CA) 606mo\j lnS .-- 7-7-.2 L,/rn__2� -5�feL4-/Zz 1 /� W-7- Y 4-- 4 S -X �i,sl /Z-�, \2-S�L x Y 2 z Z. Q,9, 1-3,tS,711� 4 �zs� 2d�2 cl hubt Ca) &JaLo�i��u�(.� Q_ Lsgo rl 1VIICI AEL MOONEY CIVEL ENGINEER RCE 20647 Job Number 101-03-46 Job Name Elder/Dodds Assessor Parcel No. Date April 5, 2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Framing 4.5 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Plywood 3.0 40 psf. Framing 4.0 Gyp Bd. 2.5 10 Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. Page 1 /�r . C�l CSZ1� _�s 2•g1 MI IN �L 0 M o cl co DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: n m a z m 0 MP Richard Dodds 0 127 s cOL X21 �7- 6LUTSIoe 2�2 �2 7-2,7224 26k -7-GT I'L � - 7-11 w- +—,623 = Ib)k4-1,01bC Ca-) &W �S U100 f?.o�W kht4- �'�b �z 7,vo— u(z/►2 + L� o C51 61,2 BAWD 0 ekAWC � bs (k w 2 8� 1�C�2 �c� �� d �� -3 12-1 V4.4C1 (c) 1983-96 ENERC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILL•E, CA 95966 530-533-2131 Date: 04/23/01 Page: GENERAL TIMBER BEAM DESIGN 1l BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span = 8.00 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le :.Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 1120.0 # LL 1060.0 # at 1.00 ft Point Load: DL = 1380.0 # LL = 1320.0 # at 3.00 ft Point Load: DL = 1070.0 # LL = 1010.0# at 5.00 ft Point Load: DL = 1440.0 # LL = 1380.0 # at 7.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 32.30%, Shear = 60.46°x6 Max. Pos Mom @ 3.01 ft= 9.93 k -ft Shear: Max. @ Left = 4.79 k Reactions... DL Maximum Max. Neg Mom @ 8.00 ft= 0.00 k -ft ....used for dsgn = 7.18 k Left = 2.48 k 4.79 k Max @ Left = 0.00 k -ft ....Area Req'd = 34.82 in2 Right = 2.65 k 5.11 k Max @ Right = 0.00 k -ft Max. @ Right = 5.11 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 7.67 k Deflections... fb : Max. Actual = 969.1 psi ....Area Req'd = 37.18 in2 Center = -0.05 in -0.09 in ' Fb : Allowable = 3000.0 psi fv : Max. Actual = 124.69 psi ....Dist = 4.00 ft 4.000 ft ,. Fv : Allowable = 206.3 psi ...L/Deft = 2126 1 102 : Ck = .811(E/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2)'.5 = 4.83 Bearing Req'd @ Left = 1.44 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.53 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 _ v n v n n ,•, yip M?=M nip 71M GIJ f..11J GIJ f f f I V.VV j V4.4C1 (c) 1983-96 ENERC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 Pager GENERAL TIMBER BEAM DESIGN (ISS 2�6� BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span = 23.08 ft Beam Width = 5.250 in Elastic Modulus = 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 18.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 290 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 750 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 120.0 plf LL =• 470.0 plf SUMMARY USING 5.250 x 18.000 Beam, Bending = 62.32°x6, Shear = 38.72% Max. Pos Mom @ 11.54 ft= 40.81 k -ft Shear: Max. @ Left = 7.07 k Reactions... DL Maximum Max. Neg Mom @ 23.08 fit-- 0.00 k -ft ....used for dsgn = 10.61 k Left = 1.65 k 7.07 k Max @ Left = 0.00 k -ft ....Area Req'd = 36.59 in2 Right = 1.65 k 7.07 k Max @ Right = 0.00 k -ft Max. @ Right = 7.07 k Max. Allow Moment = 65.49 k -ft ....used for dsgn = 10.61 k Deflections... fb : Max. Actual = 1727.6 psi ....Area Req'd = 36.59 in2 Center = -0.18 in -0.77 in Fb : Allowable = 2772.2 psi fv : Max. Actual = 112.28 psi ....Dist = 1 1.54 ft 11.540 ft Fv : Allowable = 290.0 psi ...L/Dell = 1548 361 Ck = .811(E/Fb)'.5 = 21.30. Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 6.58 Bearing Req'd @ Left = 1.80 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.96 Bearing Req'd @ Right = 1.80 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 unnnnnnnnnnnnnnnnnnnnnnunnunnnunnnnunnnnininnunnnn I11111111111111111111111111111111 /1111111 I111111111111111111II111111111111111111111111111111111111 a • 1 � I i I � 97 nO 1 CJ. V V 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLf, CA 95966 530-533-2131 Date: 04/23/01 Page: TIMBER JOIST & RAFTER DESIGN 1t DESIGN DATA 1 Timber Section 2X12 ....Depth in : 11.25 ....Width in : 1.50 Le: Unsupp ft : 0.00 Fb- Allow psi 1006.00 Fv- Allow . psi 95.00 Elastic Mod. ksi : 1600.00 Load Duration Factor 1.00 Stress Ratio ->> 0.88 CENTER SPAN -OK- Span Length ft : 17.08 Uniform DL plf 10.70 LL plf 53.30 . RESULTS Mmax @ Cntr k -in : 28.01 X -Dist ft : 8.54 REACTIONS Left: Dead Load # : 91.38 Live Load # : 455.18 Right: Dead Load # : 91.38 Live Load # : 455.18 STRESSES -OK- Fb.. Allow psi 1006.0 Fb.. Actual psi 885.1 Fv.. Allow psi 95.00 Fv.. Actual psi 43.40 DEFLECTIONS Center... Dead Load in -0.072 X -Dist ft : 8.54 DL Ratio 2849 Live Load in : -0.358 X -Dist ft : 8.54 LL Ratio 572 Total Defl in : -0.430 X -Dist ft : 8.54 Ratio 476 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 �00 k�,.a� WueQ � oaD 4z�,g -7Z MICHAEL MOONEY 'CIVIL ENGINEER RCE 20647 5A MADRONE AVE OFROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = 4.00 ft Wall Ht. above Soil = 0.50 ft Toe Width = 0.83 ft Heel Width = 0.92 ft Total Footing Width = 1.75 ft Footing Thickness = 12.00 in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK 0.0 ft Ftg/Soil Friction = 0.35 Soil to Neglect = 0.00 in Lateral Pressure = 375 # Passive Pressure = 125 # Friction = 310 # Add'I Force Required = 0.0 # SUMMARY VERTICAL LOADS Axial DL on Stem = Axial DL on Stem = ....Eccentricity = Surcharge over Toe = Surcharge over Heel = SOIL DATA Allowable Bearing = Active Lateral = .....Max Press. _ .....Slope Press. _ Backfill Slope = Passive Press. _ Soil Density = Soil Ht over Toe = Date: 04/23/01 Page: Pressure @ Toe LATERAL LOADS Soil Press. Mult. 100 plf Lateral Load Acting on 0.0 # 400 plf Stem Above Soil = 0.00 psf 0.00 in Add'I Lateral Load = 0.00 plf 0.0 psf Dist to Load Start = 0.00 ft 0.0 psf Dist to Load End = 0.00 ft Pressure @ Toe ADJACENT FOOTING Soil Press. Mult. 1500 psf Vertical Load = 0.0 # 30.0 pcf Load Eccentricity = 0.00 in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall = 0.00 ft 0.0 :1 Vert. Position of Ftg. 40000 psi 250.0 pcf ... Above/Below:[+/-) = 0.0 ft 110.0 pcf Spread Footing ? No 0.00 in 0.0014 Ecc. of resultant FOOTING DESIGN Mu -Downward = 72 Pressure @ Toe = 1371.7 psf Soil Press. Mult. Toe Heel f'c Soil over Heel = = 2500 psi Pressure @ Heel = 96.6 psf By ACI Eq 9-1 = 2049 144 psf Fy -5.0 = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 602 26 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 3.04 in Mu -Downward = 72 73 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 2.11 psi Mu -Design = 530 -47 ft-# 0.0 Toe Heel 0 Max. Shear @ Heel = 0.00 psi One -Way Shear: 1.08 Load @ Proj. Wall = # 4 @ 16.81 15.04 in o/c 0 Allow. Ftg Shear = 85.00 psi Actual = 2.1 0.0 psi # 5 @ 26.05 23.31 in -o/c 0.0 Factors of Safety: 0.0 Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c 262.5 Overturning = 1.59 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.16 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00. in o/c 0.0 0.00 Ru = Mu/bd'2 = 8.1 0.6 psi #' 9 @ 48.00 48.00 in o/c Origin of Force... SUMMARY OF FORCES & MOMENTS - Overturning Moments # ft ft-# # Resisting Moments ft ft-# Active Soil Press. = 375.0 1.67 625.0 0 0 Soil over Heel = 0 0 0 184.8 1.54 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 Sloped Soil @ Heel = 0 0 0 0.0 0.00 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 Surcharge Over Heel = 0 0 0 0.0 0.00 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 Axial Load on Wall = 0 0 0 100.0 1.08 Load @ Proj. Wall = 0.0 0.00 0.0 0 0 Averaged Stem Wts. = 0 0 0 337.5 1.08 Added Lateral Load = 0.0 0.00 0.0 0 0 Footing Weight = 0 0 0 262.5 0.88 Key Weight = 0 0 0 0.0 0.00 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 Totals = 360.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 620.0 ft-# 884.8 # 884.8 # 0 284.6 0.0 0.0 0.0 0.0 0.0 108.0 0 364.5 0 229.7 0.0 0.0 986.8 ft-# 986.8 ft-# (continued on -next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY • CIVIL ENGINEER RCE 20647 5A MADRONE AVE OAOVILL'E, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in� f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.0in Mu = 0.0 < = Mn = 1158.Oft-# Vu = 0.00 < = Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 8.5 < = Mn = 1 158.Oft-# Vu = 0.40 < = Vn = 85.00psi Interaction Value = 0.007 Third Stem From 2.00ft to 3.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00inl f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 68.0 < = Mn = 1 158.Oft-# Vu = 2.17 <= Vn = 85.00psi Interaction Value = 0.059 I Date: 04/23/01 Pager Fourth Stem From 1.00ft to 2.00ft I 6.00in Concrete w/ # 4 @.18.00in, d= 3.00inI o_ f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 229.5 < = Mn = 1 158.Oft-# Vu = 5.36 < = Vn = 85.00psi Interaction Value = 0.198 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete w/ # 4 @ 18.00in, d = 3.00in f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mu = 544.0 < = Mn = 1 158.Oft-# Vu = 9.96 < = Vn = 85.00psi Interaction Value = 0.470 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY `CIVIL ENGINEER RCE 20647 , • 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = 4.00 ft Wall Ht. above Soil = 0.50 ft Toe Width = 0.92 ft Heel Width = 1.00 ft Total Footing Width = 1.92 ft Footing Thickness = 13.00 in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK 99 ft-# Ftg/Soil Friction = 0.35 Soil to Neglect = .0:00 in Lateral Pressure = 388 # Passive Pressure = 147 # Friction = 434 # Add'I Force Required = 0.0 # SUMMARY s VERTICAL LOADS Axial DL on Stem = Axial DL on Stem = ....Eccentricity = Surcharge over Toe = Surcharge over Heel = . SOIL DATA Allowable Bearing = Active Lateral = .....Max Press. _ .....Slope Press. _ Backfill Slope = Passive Press. _ Soil Density = Soil Ht over Toe = Date: 04/23/01 Page: Pressure @ Toe LATERAL LOADS 1500 ,psf 370 plf Lateral Load Acting on Load Eccentricity = 440 plf Stem Above Soil = 0.00 psf 0.00 in Add'I Lateral Load = 0.00 plf 0.0 psf Dist to Load Start 0.00 ft 0.0 psf Dist to Load End = 0.00 ft Pressure @ Toe ADJACENT FOOTING 1500 ,psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert. Position of Ftg. 250.0 pcf ... Above/Below:[+/-I = 110.0 pcf Spread Footing ? 0.00 in = 1500 psf FOOTING DESIGN Pressure @ Toe = 1286.9 psf Soil Press. Mult. Toe Heel f'c 48.00 in o/c = Pressure @ Heel = 462.6 psf By ACI Eq 9-1 = 1903 684 psf Fy = Allowable Press. = 1500 psf Mu -Upward = 723 99 ft-# Min. As Percent = Ecc. of resultant = 1.81 in Mu -Downward = 96 105 ft-# Omit SP Under Heel ? Max. Shear @ Toe = 1.84 psi Mu -Design = 627 -7 ft-# 0 Toe Heel - Max. Shear @ Heel = 0.00 psi One -Way Shear: 1.67 367.4 # 4@ 15.04 13.61 in o/c Allow. Ftg Shear = 85.00 psi Actual = 1.8 0.0 psi # 5 @ 23.31 21.09 in o/c Factors of Safety: 0.00 Allowable = 85.0 85.0 psi # 6@ 33.08 29.93 in o/c Overturning = 2.30 :1 Cover over Rebar = 3.50 2.50 in # 7@ 45.11 40.82 in o/c Sliding = 1.50 :1 'd' = 9.50 10.50 in # 8 @ 48.00 48.00 in o/c 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 . No (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Ru = Mu/bd"2 = 7.7. 0.1 psi # 9 @ 48.00 ' 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. = 387.6 1.69 656.8 0 0 0 Soil over Heel = 0 0 0 220.0 1.67 367.4 Soil over Toe = -17.6 0.36 -6.4 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.bo 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 370.6 1.17 432.9 Load @ Proj. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 337.5 1.17 394.9 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 312.0 0.96 299.5 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure= 0 0 0 0.0 0.00 0.0 Totals = 370.0 # 650.4 ft-# 1239.5 # 1494.7 ft-# Resisting Totals Used For Soil Pressure 1239.5 # 1494.7 ft-# . (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY `CIVIL ENGINEER RCE 20647 5A MADRONE AVE O110VILL'E, CA 95966 530-533-2131 Date: 04/23/01 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in� f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 0.0 <'-- Mn = 1 158.Oft-# Vu = 0.00 < = Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 1 . 6.00in Concrete w/ # 4 @ 18.00in, d = 3.00in f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin I _ Mu = 8.5 < = Mn = 1 158.Oft-# I --- • --• Vu = 0.40 < = Vn = 85.00psi Interaction Value = 0.007 "'• ' ^^•' ^ ^' ^ Third Stem From 2.00ft to 3.00ft 6.00in Concrete w/ # 4 @ 18.00in, d = 3.00in f'c = 2500.Opsi, Fy = 40000.Opsi . Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 68.0 < = Mn = 1158.Oft-# Vu = 2.17 < = Vn = 85.00psi Interaction Value = 0.059 Fourth Stem From 1.00ft to 2.00ft I 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00inl f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed = 12.Oin Mu = 229.5 < = Mn = 1158.0114 Vu = 5.36 < = Vn = 85.00psi Interaction Value = 0.198 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mu = 544.0 < = Mn = 1 158.Oft-# Vu = 9.96 < = Vn = 85.00psi Interaction Value = 0.470 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL-MOONEY, KW -0601576 _MICHAEL MOONEY 5AMf1DRONEAvE. CIVIL ENGINEER ORoilu u.,-, CA 9.5966 RCE 20647 (530) 533-2131 Butte County April 06, 2001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Elder/Dodds Const. APN I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 County Center Drive • Oroville, Califiornia 95965 • Telephone (530) 538-7541 PERf4T NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-440-044 ZONING BUILDING PERMIT OWNER ELDER NEIL TELEPHONE 755-0741 SO. FT. OCC. BUILDING VALUATION .OWNERS MARINO ADDRESS 1412 PEBBLE Cr., YUBA CITY CA 95993 CONTRACTOR'S NAME - DAVE TUMAN TELEPHONE 846-6133 CONTRACTORS MAILING ADDRESS 156 STIMPSON RD. OROVILLE CA 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECTNEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee $ ARCHITE OR ENGINEERS MAILING AD ESS Plan Checking Fee $ BUILDIN ADDRESS AV OROVILLE CA 95965 Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. ISIO E PARCEL MAP PLUMBING PERMIT Filing 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 1( Installation ❑ Other ❑ Describe Work: ELECTRICAL SERVICE PANEL FOR FUTRUE LOT DEVELOPMENT. ( SERVICE PANEL FOR LOT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W I@20.00 PERMIT FEE S DEVELOPMENT ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo°o�oa�ss 23.00 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. �,/ © License Class 14 Lic. No. / 3 ii / �J' OWNER-BUILDER�LARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 f one hundred dollars ($100) or less.) I 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 f with comply with those provisions. X CY.�ti Date �_ —m© Sign ure of Applican - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNo �nEOCCUP. 3.5Qso OR " NEW MULrI ouST NoN-RESID. @7.50 POWER APPARATUS 8 SINGLE OIlrLET CIR. ®1.00 Ex. Occup. OUTLET OR FIX ORES BAL .so 5.00 Ex. Occup. o,E"(g.,6.)OER._L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSPECTION 23.00 PERMIT FEE : 71 , 00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood- 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 71.00 HAZ. D FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit Is hereby Issued under of the tte County Code and/or Indic ed v r w ich fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date ate Receipt No. 71.00 WHITE-D.D.S.-B.D. CANARY --ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT g PRE -INSPECTION REPORT OWNER: 4y -J�4 DATE: ---Q P LOCATION: a40 64tiC0o< A. P. 4� #-�� -,G CONTRACTOR: PRE-INSPETION FOR: DATE TO INSPECTOR. ZONING: Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied AbandonedNacant rcxm! 1 riiJ I VK� ( ) AS FOLLOWS: BUILDING INSPECT'OR'S REPORT Electric: Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None Currently On Off / Obvious Problems: Sanitation: Plumbing Working Well Working 4,10 Potable Water Obvious SewageProblems_ A/In Comments: ACTION RECOMMENDED: ISSUE: ✓ HOLD FOR Inspector Date / — 3 — (:3-� Sketch buildings on reverse and indicate location on property. r►' (Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 APPUCATION AND PERMIT PERMIT NO. ...r. , w.oSON►AVIILMINIM� / a aDNNO BUILDING PERMIT owNaSO. M �- 753--0 7q�i� FT. OCC. BUILDING VALUATION owTat MAUNo AooRay� �5 % l 3 Aooe� cotamudfl umat "on MARM AooREse Fireplace Total Valuation = °R °101N�E "0.Filina Fee S 20.00 AMMMECT OR VOMICEAs M,urrw AOOREW Permit Fee = Plan Checking Fee S wa0"0AD°' Energy Plan Checking Fee = i PERMIT FEE _ WTNo. susmaKmitaw ' PARCEI Iw PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF O Duplex O Mobilehome O Other Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New O Addition ❑ Remodel O L%Un O Installation O O Building sewer 15.00 Moble Home S G W @20.00 Describe Work: PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service so=o0R=31 23.00 Main Service 200A TO wow 46.00 CONST. OWELLM oecuP. 3.SC OA AOONS.T a ACC. ain4. Flim 1. NOWRES10. RMICH MULTFCftcLqm OUTLET @7.50 POWER APPARAT%X a SOME OUTLET 010. Ex. Occup. OUTLET OR nrruRE4 SAL 0 �.x Ex. Occup. L,o.j0R 5.00 1, 4 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. YViring 23.00 d PE IT FEE i MECHANICAL PERMIT Filing Fee 20.00 *PERMIT FEE PAID � Heating SRA .. Cooling SHERIFF Hood 8.50 Ventilation OTHER $ PERMIT FEE t Mobile Home Installation Fee = Energy Inspection Fee i oce eo►sT• TM� TOTAL FEES AMOUNT RECEIVED $ ! WP o I `°` I P""a I PO No esu 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. *RECEIPT NUMBER * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON n COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION g No. 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538.7541 PERM (Rev. 12196) APPLICATION AND PERMIT mora BUILDING PERMIT N,epp,►,r,eeLFaa.a�Y14 1 aMaTwir"0114 No SO. FT. OCC. BUILDING VALUATION �5 �? 3 AoOWN CO OOwn.,°now �noa Fireplace utaoors uAsw AMP=$ Total Valuation = ARCHIT Or anvapa Ea CNO R lina Fee = 20.00 Permit Fee = MoMff[a OR oawcas eux+o ADonesa Plan Checking Fee S A00"� Energy Plan Checking Fee S S PERMIT FEE S WTNM e"aO"'°'ONISMAW PLUMBING PERMIT Filing Fee 20.00 Each Tra 7.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other Soler or hent pump venter heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O LKNes O instalntion O Other O ` Describe Work: i Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @?20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel -20.00 Main Service ioo awn u`si 23.00 Main Service ( "-To i000A ) 1 48.00 *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER . D M� * TO BE PUT INTO COMPUTER Ex. Occup. ourLFT oe FOnUREII 6w - V " Ex. Occup.MD o,o.Oqw 5.00 i - Temporary Service 23.00 f_77d Mobile Home Facilities 20.00 PERMIT FEE S �' MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 PERMIT FEE S Mobile Home Installation Fee S Energy Inspection Fee S °C OONST- " [TOTAL FEES MAL O. FEES YI AMD COF ► .O r0 MA This permit Is hereby limed 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 n Page 1 of 2 Vieira, Mike From: Vieira, Mike Sent: Wednesday, February 14, 2001 9:07 AM To: 'neil3612@mako.com' Cc: Bell, Dorothy; Parilo, Thomas; Mefford, Alice; Larsen, Brian Subject: RE: Street Address for AP#028-440-044 -----Original Message ----- From: Bell, Dorothy Sent: Wednesday, February 14, 20018:22 AM To: Vieira, Mike Subject: FW: Street Address for AP#028-440-044 Mike, I'm forwarding this to you, but you probably have seen it already. -----Original Message ----- From: Neil W. Eder [mailto:neil3612@mako.com] Sent: Tuesday, February 13, 20017:55 PM To: amefford@buttecounty.net Cc: dbell@buttecounty.net Subject: Street Address for AP#028-440-044 Reference 1: Your message, dated 08 February 2001 which stated, "Your property cannot be addressed until you apply for a building permit for a structure or a mobile home. When you apply for a permit, please make you sure your plot plan of the parcel shows the driveway location and the distance to the property line. This information is needed to properly calculate the correct address. If you have any further questions, please contact me. Thank you." Reference2: My message, dated 08 February 2001, where I stated, "I have a well on the property which required a plot plan and I have a permit, plot plan, and completed septic system and leach field that Butte has signed off on. I also have a permit for the power pole which has been installed and signed off by Butte County. (not sure that a plot plan was done for the power pole?) isn't this enough permits and plot plans for my family to get a street address? " -Dear Mr. Elder, Butte County Code, Chapter 32, Sections 32-1, 32-2(d), 32-8, and 32-9 provide direction for the Address Coordinator to issue appropriate addresses to BUILDINGS. To date, you have not made an application for a permit to construct a building. When application is made for a building permit, and appropriate plans are provided that show the driveway access to the building, an address will be issued in accordance with adopted Butte County Code. If I can be of further assistance, please contact me during regular business hours at 530-538-7541. Michael C. Vieira, C.B.O. Manager, Building Division County of Butte Building Official [Vieira, Mike] As of the 13 of February 2001, I have not received my Avacado Street Address. Please provide this address. Three plot plans and 2 building permits should meet your requirement. I have been waiting for PG&E to 02/14/2001 Page 2 of 2 connect my electricity since August of 2000 and I am tired of all these delays. Sincerely, Neil W. Elder Neil W. Elder nei13612@mako.co 02/14/2001 Page 1 of 1 Vieira, Mike From: Bell, Dorothy Sent: Wednesday, February 14, 2001 8:22 AM To: Vieira, Mike Subject: FW: Street Address for AP#028-440-044 Mike, I'm forwarding this to you,.but you probably have seen it already. -----Original Message ----- From: Neil W. Eder [mailto:neil3612@mako.com] Sent: Tuesday, February 13, 20017:55 PM To: amefford@buttecounty.net Cc: dbell@buttecounty.net Subject: Street Address for AP#028-440-044 Reference 1: Your message, dated 08 February 2001 which stated, "Your property cannot be addressed until you apply for a building permit for a structure or a mobile home. When you apply for a permit, please make you sure your plot plan of the parcel shows the driveway location and the distance to the property line. This information is needed to properly calculate the correct address. If you have any further questions, please contact me. Thank you." Reference2: My message, dated 08 February 2001, where I stated, "I have a well on the property which required a plot plan and I have a permit, plot plan, and completed septic system and leach field that Butte has signed. off on. I also have a permit for the power pole which has been installed and signed off by Butte County. (not sure that a plot plan was done for the power pole?) isn't this enough permits and plot plans for my family to get a street address? " As of the 13 of February 2001, I have not received my Avacado Street Address. Please provide this address. Three plot plans and 2 building permits should meet your requirement. I have been waiting for PG&E to connect my electricity since August of 2000 and I am tired of all these delays. Sincerely, Neil W. Elder Neil W. Elder neil3612@mako.com 02/14/2001 MICHAEL MOONEt ' 5AMADRoAEAvE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (530) 533-2131 Butte County April 06, 2001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Elder/Dodds Const. APN I have reviewed the truss calculations for this job. My•review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires'9-30-01 ` -- -: MICHAEL MOONEY CIVH, ENGINEER RCE 20647 Job Number 101-03-46 Job Name Elder/Dodds Assessor Parcel No. Date April 5, 2001 Analysis UBC 1997 Dead Loads Roof Live loads Comp 6.0 1/2" plywood 1.5 Framing 4.5 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Plywood 3.0 40 psf. Framing 4.0 Gyp Bd. 2.5 10 Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall e Seismic V=2.5CaIW/1.4R: Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 'f 1500 pounds per.square foot Friction = 0.35 , Lateral bearing = 250 psf/ft'.t� aj nniq,iS �:�• w � �•ti Page 1. r dc— Ir AG it ' 'i , i �^---�.----• " �' ' � � �: �-- Coil Ct?51 Lc -1 C kmik�v /'7 iU 1� Lto,� �� Fy Yd Pr f- WF -Ir � �VrX-1 ✓ or v ,fin k N i7b oto! �-1,S -s ti3pZ E 0- e-- o- �' z C),70 239 �w1owaD-;',6��3x�.3 ��f..�X� 2.14- P UE1E VA*,V? `--` 0,10 ti o il �, ty 5 � l_ = I'll (ZO K tb �(05X,012,7q)+ (2�0-XP+- V05KC) 2 2-- - - jA,71 D< 22x4 -,3--y- 3M?- W i vo -W +(2)(Orlygh) 0, Ln, uJz;,- 3,4�� z3g),swij- &kt,�)uus, tq.,� ot:�,4,-n ttr� K ri,%qt n 0 c_C' 1'C31 C�1 (51aQlTQm-Nrc, D,7M- - � LSTIta�12l5 y 1,14 Lew I b _b1&�.� b&le C) LU t---z)x -2 X t X 4 4- 9C2x-'R�, X f o 4-- 4-� ��C . �X Ilx2 CIL 2 U ,L11 Wl;' qc 1�� —�" Q` �� 4' �� `I I' V,2,-4V(V2z nr.A n CE l WIVE- LIQ @ As-suw,4�E-- U . �� I Q b ui)%y) Cay � 9-11 on hi Ktmti�- Lw �E kSOM;E SOS Ak, CIL ui�� t,Olt Lll 00,7- 0, "4A d9l -2- 0 t to SS l. C21 I�UI�.f�,�s Gtr [(.'Jo- a2 az UA4— 6U9P-TbM SNL C � 4,s�avm cs, I�2 �'4� �2 g�6ti.122�Z ZS �t,�`� ��f12d�• `N�5�L2�' . 6'-bl .l,'� VOOK6.240, Cell ,, C_4�,� (4w- k WILd o , -2YA C) %- k, UO CA) N6MQJ\j lrS A -*J k� -ge (AMR c Assu wc,�i— "/�--6t C bthuet I (A'k - �- I nx ea �� <U2 g,, W10/0 �- 2i� C SkQJ2> MICHAEL MOONEY CIVIL, ENGINEER RCE 20647 Job Number. 101-03-46 Page 1t Job Name Elder/Dodds Assessor Parcel No. Date April 5, 2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Framing 4.5 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf, . Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Plywood 3.0 40 psf. Framing 4.0 Gyp Bd. 2.5 10 Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C.IW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. s ►L _�s Z•g1 7 N -0 -3 L 0 0 o m DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: n m a z Cl z MP Richard Dodds 0 C C�1 �sC�3zl LeFkrs�� 2.g2 *4 12 623 = 1,616L4--1,01bC f--,`-- M at t-- t P-2 k 10 I q� �- �V a 1, l2 �-- 1,% ca) Rmm ws tkU Oo rev, I I, 4L � ht 4- 4-10 IL -A, GL �Z 22`��— 2��z�►2 -� �lr2� 230�'�� cto MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE 'OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 Page: GENERAL TIMBER BEAM DESIGN j 1 BEAM DATA SPAN DATA Timber Section-------- End Fixity Pin:Pin Center Span = 8.00 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density ' = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1,.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 1120.0 # LL = 1060.0 # at 1.00 ft Point Load: DL = 1380.0 # LL = 1320.0 # at 3.00 ft Point Load: DL = 1070.0 # LL = 1010.0 # at 5.00 ft Point Load: DL = 1440.0 # LL = 1380.0 # at 7.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 32.30%, Shear = 60.46% Max. Pos Mom @ 3.01 ft= 9.93 k-ft Shear: Max. @ Left = 4.79 k Reactions... DL Maximum Max. Neg Mom @ 8.00 ft= 0.00 k-ft ....used for dsgn = 7.18 k Left = 2.48 k 4.79 k Max @ Left = 0.00 k-ft ....Area Req'd = 34.82 int Right = 2.65 k 5.11 k Max @ Right = 0.00 k-ft Max. @ Right = 5.11 k Max. Allow Moment = 30.75 k-ft ....used for dsgn = 7.67 k Deflections... fb : Max. Actual = 969.1 psi ....Area Req'd = 37.18 in2 Center = -0.05 in -0.09 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 124.69 psi ....Dist = 4.00 ft 4.000 ft Fv : Allowable = 206.3 psi ...L/Defl = 2126 1 102 Ck = .811(E/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B-2)'.5 = 4.83 Bearing Req'd @ Left = 1.44 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.53 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 nc n ci nc -10 i?Ih 010 �TI") - T l V.VV j V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 ,MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVIL•LE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 04/23/01 SI JKI�3 (,)SC 2 16 Page: SPAN DATA BEAM DATA Timber Section -------- End Fixity Pin:Pin Beam Width = 5.250 in Elastic Modulus = 2000000 psi Beam Depth = 18.00 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.00 Fb - Bending = 2900 psi Beam Wt. is Added to Loads Fv - Shear = 290 psi End Shear Calc'd at Support Fc - Bearing = 750 psi Max. Allow Moment = 65.49 k -ft APPLIED LOADS Uniform Load @ Center Span: OL = 120.0 plf LL =- 470.0 plf SUMMARY USING 5.250 x 18.000 Beam, Bending = 62.32%, Shear 38.72% 2 16 Page: SPAN DATA Shear: Max. @ Left Center Span = 23.08 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Left Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Max. Pos Mom @ 11.54 ft= 40.81 k -ft Shear: Max. @ Left = 7.07 k Reactions... DL Maximum Max. Neg Mom @ 23.08 ft= 0.00 k -ft ....used for dsgn = 10.61 k Left = 1.65 k 7.07 k Max @ Left = 0.00 k -ft ....Area Req'd = 36.59 in2 Right = 1.65 k 7.07 k Max @ Right = 0.00 k -ft Max. @ Right = 7.07 k Max. Allow Moment = 65.49 k -ft ....used for dsgn = 10.61 k Deflections... fb : Max. Actual = 1727.6 psi ....Area Req'd = 36.59 in2 Center = -0.18 in -0.77 in Fb : Allowable = 2772.2 psi fv : Max. Actual = 112.28 psi ....Dist = 11.54 ft 11.540 ft Fv : Allowable 290.0 psi ...L/Defl = 1548 361 Ck = .811(E/Fb)".5 = 21.30 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 6.58 Bearing Req'd @ Left = 1.80 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 0.96 Bearing Req'd @ Right = 1.80 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 unwnnnnnnnnnnnnunnnnnnuuunnnnnnnnnnnnnnnnnunnnnui 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 _. "'•••"••"- - 1 i oz no 1 LJ.VV 1 i 1 - .•.. - V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 .MICHAEL MOONEY , CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 Page: TIMBER JOIST & RAFTER DESIGN L�- DESIGN DATA Timber Section ....Depth ....Width Le: Unsupp Fb- Allow Fv- Allow Elastic Mod. Load Duration Factor Stress Ratio CENTER SPAN Span Length Uniform DL LL RESULTS — Mmax @ Cntr X -Dist REACTIONS - Left: Dead Load Live Load Right: Dead Load Live Load STRESSES— Fb.. Allow Fb.. Actual Fv.. Allow Fv.. Actual DEFLECTIONS Center... Dead Load X -Dist DL Ratio Live Load X -Dist LL Ratio Total Defl X -Dist Ratio V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 1 2X12 in : 11.25 in : 1.50 ft : 0.00 ' psi 1006.00 psi 95.00 ksi : 1600.00 1.00 ->> 0.88 -OK- ft : 17.08 plf 10.70 plf 53.30 k -in 28.01 ft : 8.54 # : 91.38 # : 455.18 # : 91.38 # : 455.18 OK - psi 1006.0 psi : 885.1 psi 95.00 psi :. 43.40 in : -0.072 ft : 8.54 2849 in : -0.358 It : 8.54 572 in -0.430 ft : 8.54 476 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 P�G-, 7i (LLO. �- MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 ' Date: 04/23/01 Page: CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 4.00 ft Axial DL on Stem = 100 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 400 plf Stem Above Soil = 0.00 psf Toe Width = 0.83 ft ....Eccentricity = 0.00 in Add'I Lateral Load = , 0.00 plf Heel Width = 0.92 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 1.75 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Key Depth = 000 in Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 375 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure = 125 # ,Passive Press. = 250.0 pcf ... Above/Below:f + /A = 0.0 ft Friction = 310 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1371.7 psf Soil Press. Mult. Toe Heel f'c = 2500 psi Pressure @ Heel = 96.6 psf By ACI Eq 9-1 = 2049 144 psf Fy = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 602 26 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 3.04 in Mu -Downward = 72 73 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 2.11 psi Mu -Design = 530 -47 ft-# Toe Heel Max. Shear @ Heel = 0.00 psi One -Way Shear: # 4,�@76'81- 15.04 in o/c Allow. Ftg Shear = 85.00 psi Actual = 2.1 0.0 psi # 5 @ 26.05 23.31 -in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c Overturning = 1.59 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.16 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd' 2 = 8.1 0.6 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. = 375.0 1.67 625.0 0 0 0 Soil over Heel = 0 0 0 184.8 1.54 284.6 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 01, 0 0 100.0 1.08 108.0 Load @ Proj. Wall = 0.0 0.00. 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 337.5 1.08 364.5 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 262.5 0.88 229.7 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure= 0 0 0 0.0 0.00 0.0 Totals = 360.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 620.0 ft-# 884.8 # 884.8 # 986.8 ft-# 986.8 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A.MADRONE AVE OROVICLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 1.8.00in, d= 3.00inl f'c = 2500.Opsi, Fy = 40000 Opsi Wall Wt. = 75.00psf, Bar Embed= 12.Oin Mu = 0.0 < = Mn = 1 158.Oft-# Vu = 0.00 < = Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 6.00in Concrete w/ # 4 V18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 75.00psf'Bar Embed= 12.Oin Mu = 8.5 < = Mn = 1 158.Oft-# Vu = 0.40 < = Vn = 85.00p'si Interaction Value = 0.007 Third Stem From 2.00ft to 3.00ft 6.00in Concrete w/ # 410 18.00in, d= 3.00inl f'c= 2500.0psi, Fy= 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 68.0 < = Mn = 1 158.Oft-# Vu = 2.17 < = Vn = 85.00psi Interaction Value = 0.059 Date: 04/23/01 Pager Fourth Stem From 1.00ft to -2.00ft I 6.00in Concrete w/ # 4 @t18.00in, d= 3.00inl , f'c= 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 229.5 < = Mn = 1 158.Oft-# Vu = 5.36 < = Vn = 85.00psi Interaction Value = 0.198 Bottom Stem From 0.00f L 1.00ft 6.00in Concrete w/ # 4 6}18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt. = 75.00psf, Bar Embed = 6.Oin Mu = 544.0 < = Mn = 1 158.Oft-# Vu = 9.96 < = Vn = 85.00ps1i Interaction Value = 0.470 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 J ' 5A MADRONE AVE OROVIr'LLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN. WALL & FOOTING DATA Retained Height = 4.00 ft Wall Ht. above Soil = 0.50 ft Toe Width = 0.92 ft Heel Width = 1.00 ft Total Footing Width = 1_f2' ft Footing Thickness = 13.00 in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK 0.0 ft Ftg/Soil Friction = 0.35 Soil to Neglect = 0.00 in Lateral Pressure = 388 # Passive Pressure = 147 # Friction = 434 # Add'I Force Required = 0.0 # SUMMARY r �11 5t, VERTICAL LOADS Axial DL on Stem = Axial DL on Stem = ....Eccentricity = Surcharge over Toe = Surcharge over Heel = SOIL DATA Allowable Bearing = Active Lateral = .....Max Press. _ .....Slope Press. _ Backfill Slope = Passive Press. _ Soil Density = Soil Ht over Toe = Date: 04/23/01 Page: Pressure @ Toe LATERAL LOADS Soil Press. Mult. 370 plf Lateral Load Acting on 0.0 # 440 plf Stem Above Soil = 0.00 psf 0.00 in Add'I Lateral .Load = 0.00 plf 0.0 psf Dist to Load Start 0.00 ft 0.0 psf Dist to Load End = 0.00 ft Pressure @ Toe ADJACENT FOOTING Soil Press. Mult. 1500 psf Vertical Load = 0.0 # 30.0 pcf Load Eccentricity = 0.00 in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall = 0.00 ft 0.0 :1 Vert. Position of Ftg. = 1500 psf 250.0 pcf ... Above/Below:[+/-1 = 0.0 ft 110.0 pcf Spread Footing ? No 0.00 in = 1.81 in Mu -Downward FOOTING DESIGN 105 ft-# Omit SP Under Heel Pressure @ Toe = 1286.9 psf Soil Press. Mult. Toe Heel f'c = . 2500 psi Pressure @ Heel = 462.6 psf By ACI Eq 9-1 = 1903 684 psf Fy = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 723 99 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 1.81 in Mu -Downward = 96 105 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 1.84 psi Mu -Design = 627 -7 ft-# Toe Heel 432.9 Max. Shear @ Heel = 0.00 psi One -Way Shear: 0 0 # 4@ 12-04 1:3:61=in o/c 0 Allow. Ftg Shear = 85.00 psi Actual = 1.8 0.0 psi # 5 @ 23.31 21.09 in o/c 0 Factors of Safety: 0 Allowable = 85.0 85.0 psi # 6@ 33.08 29.93 in o/c 0.0 Overturning = 2.30 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 45.11 40.82 in o/c Sliding = 1.50 :1 'd' = 9.50 10.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd-2 = 7.7 0.1. psi # 9@ 48.00 48.00 in o/c Origin of Force.. SUMMARY OF FORCES & MOMENTS - Overturning Moments # ft ft-# # Active Soil Press. = 387.6 Soil over Heel = 0 Soil over Toe = -17.6 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = 0.0 Axial Load on Wall = 0 Load @ Proj. Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component of Active Pressure = Resisting Moments ft ft-# 1.69 656.8 0 0 0 0 0 220.0 1.67 367.4 0.36 -6.4 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 oko 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 370.0 1.17 432.9 0.00 0.0 0 0 0 0 0 337.5 1.17 394.9 0.00 0.0 0 0 0 0 0 312.0 0.96 299.5 0 0 0.0 0.00 0.0 0 0 Totals = 370.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 0 0.0 0.00 650.4 ft-# 1239.5 # 1239.5 # . 0.0 1494.7 ft-# 1494.7 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 ,MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OR'OVILLE, CA 95966 530-533-2131 Date: 04/23/01 Page: CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in� f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 0.0 <'-- Mn = 1158.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 8.5 < = Mn = 1 158.Oft-# Vu = 0.40 < = Vn = 85.00psi Interaction Value = 0.007 Third Stem From 2.00ft to 3.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00inl f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.0in Mu = 68.0 < = Mn = 1158.Oft-# Vu = 2.17 < = Vn = 85.00psi Interaction Value = 0.059 I Fourth Stem From 1.00ft to 2.00ft I 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00inl f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 229.5 < = Mn = 1 158.Oft-# Vu = 5.36 < = Vn = 85.00psi Interaction Value = 0.198 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mu = 544.0 < = Mn = 1 158.Oft-# Vu = 9.96 < = Vn = 85.00psi Interaction Value = 0.470 V4.4C1 (c) 1983-96 ENERCALC MICHAEL-AOONEY, KW -0601576 rr __ r.. , :a'a,�#.+c�nw�: '•d::-w4+":+>a9,,,wee;y�ry+,.7�+^:'A..�t'r'liJ••rT'�i..:s�.prre�.•.� nr.. :.pow. :rte ,..t.T n"+�s`4Si'T-l�`xF+ra-%'i..hLi 028-440 44. i •, , _ ��✓ 't"`. -0 Neil Elder 02-1.361 F � '872 Avocado Cont Duke Electirc ! Wind Generator f J ' f 1 I , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5�8-7541 PERMIT N% (Rev. 12/96) APPLICATION AND PERMIT 7 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER NEIL EWER TELEPHONE 755-0741. Sq. FT.BU , OCC. ILDING VALUATION OWNER'S MAIUNG ADDRESS coatr.ozice 13970U.00 CONTRACTOR'S NAME LSE Ei.E:t'I1AC TELEPHONE b434-5590 CDNTRACTQR'SMAILING ADDRESS 1il��) WILY SUITE: 8v CHICD CA 95928 CONSTRUCTIONLENDER Fireplace LENDER'S MAIUNG ADDRESS N Total Valuation $ 13.7(j(}.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ` BUILDING ADDRESS 872 AV RD Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 0' Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23„00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: t1fIM GEiA�iA” NASM 97-23 1 Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20800 PERMIT FEE $ *"' '�•.,� ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 // LICENS D NTRAGYO I'S DE. ATION I hereblp a m under penal PB'�ju y that I am licensedt,'Jer provision of Chapter 9 (commer ng with See �'M� ) of ivision 3 of the Busine and Professions Code, and rliy license is in full force�an ef4f Licease ".lass C- I . ` LIC. NO. i .r .- OWNER -BUILDER D ARATION -I hereby affirm under penalty of perjuy that I a e, mpt from the Contractlrs License Law for the follo ' g teason, ❑ I, as owne of a prcpe or my a to ee ages as their sole compensation, sl will do a is t i tended or offered for sal*. I, as owner of the property, am a si I co acting with licensedi contractors c c projec t c u V.03pt nd S Bu n ss and Professions Code for this reason KERS' C MPENSATION DECLARATION .t'hereby affir under J of perjury one of the following declarations:: ❑ ►1 hav an mainte a certificate of consent to self -insure for workers' compe ti , as pro Id for by section 3700 of the Labor Code, for the performand a rk r which this permit is issued. ave 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 , f ,14 Atli Policy Number �jj-r v"� —+ l�—r?, i�? r f %r"tet (The above sections need not.be completed if the permit is for wpr -of a pl0ation of one hundred dollars ($100) or less' ❑ 1 certify that in the performance of the -work for which this permit is issued, I shall not employ any person in any manner so as to become subject to wgows' compensation laws of California, and agree that if I should become subject to the wor ers' compensation provisions of section 3700 of the Labor Code, I shall fort ith comply with those provisions. 11 X ' ' � L4itDate 5/2— C► "a- Signature of Applicant - ❑ Owner ❑ Contractor QKAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING DCOR ADDNS.S. 3.5¢' ° NEW CONS . MULTIC-OUTLET NO =. @7.50 POWER APPARATUS b SINGLE OUTLEU CIS. EX. Occup. OUTLET OR FIXTURES BAL 20 Q 1.00 . 0 FIXED APPLNS. OR Ex. Occup. ourLErs RES, D. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 1 23.00 23.00 PERMIT FEE $ " 43.W MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installatio Fee $ Energy Inspection Fee' $ OCC CONST. TYPE TOTAL FEE $ 2:49.0() HAZ. I D. FEES IMP FLOOD COF PARCEL I pD 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. B , ; 7 :.R-�y - ; , r Date y Y' PERMIT EXPIRES ON p to ReceiptNo."?:: %��•' C/ WHITE-D.D.S.-. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 I �,IQ ASSESSOR PARCEL NUMBER L 028-440-044 ZONING BUILDINGPERMIT OWNER. NEIL MER TELEPHONE 755-0741 SO. FT. OCC. BUILDING VALUATION OWNERS -MAIUNG ADDRESS 1412 -;?EBBLE CT., YUBAcortfir. JDfice 13 700.00 CONTRACTOR'S NAME DUKE ELECTIRC TELEPHONE 894-5590 CONTRACTORS MAADDRESS 2530-MNEC.IA QAY SUITE B QaW U. 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 13 700.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $2 BUILDING ADDRESS 872 AVOCADO RD. _AAIR CA 95914 Energy Plan Checking Fee $ $ PERMIT FEE $ •20.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WIND GWRATOR W= # 97-23 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA 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. License Class (�- (� Lic. No. of ri L TION CJ 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. )RL 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 Mein Service 200A TO ,000A 46.00 NEW CONST. OW NG OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5¢FT. . MULTI -OUTLET QG 7,50 IX)µHEOSIDT POWER APPARATUS SINGIP OVILET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I:50 FI APPLNS. OR Ex. Occup. 5.00 ounErs RESID. Ea Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 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. I 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 SkA Policy Number •]/ 3 -00 -QAn *-663 6-7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor ers' compensation provisions of section 3700 of the Labor Code, I shall forwith comply "th those provisions. X Date 'fF/Z. Q O'L Signature of Applicant-- ❑ Owner ❑ Contractor (Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionS of structures over 3 stories in h ght. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYP TOTAL FEE $ 239.00 =.A.dIMP I FLOOD I COF I PARCEL I PO HD IS U 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. 9 Qz Bybate' PERMIT EXPIRES ON�/ I I(D4f Receipt No. WHITE-D.D.S.- CANA -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT --+��r�r'i��1�fi}:..�e•i'��1z.'yro'�i�'�....... ..:..,_COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovill6�,C,A 95965 Phone_(530)538-7541 Fax (530)538-2140 PERMI'kAf'OtICATION DATA SHEET OWNER: Lnji It �I C-(1/�L ASSESSOR PARCEL NUMBER �O Proposed Building Use: W i (fid 6Yn ra IGf I 1 ns� 1°t Counter Technician: Date: 15-15-02- Items 5-1 —02 - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. " "+ ❑ 3. Engiri6ered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ' 0 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed.i The permit will be indexed and returned to the plan review line-up when required items are received. Date,Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... le ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... .a. _ -❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14: Fees as shown on;the attached Schedule of Fees Due Sheet .......................:, ............... ❑ Statemeri of Intent for Non -heated and A/C Buildings Oro Ji h tati . .......................... l 16.E Sanitatromand plot plan approval from the Environmental Health Department in O 17. City of Chico Plumbing permit......................................................................... r�❑. 'J . `California Department of Forestry plan approval ❑ paid. Sent by: .0 Planning approval for (A) Use: // (B)Parking: (C) Parcel Check: j ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... p 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: _ _ _ _ 4. When issued Telephone and hold for pickup. I have been mfor ed of tl above items and requirements for obtaining a building permit. �. Applicant: Dater S ,/7/O Z 1. Indexpermit application for the above items numbered: 4 2. Additional items required r ' 7• `t j Plan Check Letter Contractor, -designer, owner, was advised of the above data by ❑ phone, ❑ mail,' ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: :s _:;, Date:_ Structural reviewed by: Date: Structural approved by } ,E _ Date:_ Note transfer by: Date:, Yellow: Building Division Litt-. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico,.CA - (530) 891-2751 7 County Center Drive-'Oroville�CA - (530) 538-7541 CORRECTION NOTICE OWNER (DL13�/ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, p-linse-ontact this office Ho. diately. 0,f f _- K. Date�✓ ' d �spector REV 10/92 a RESIDENTIAL 028-440=04.4 01-0004 ELbER, NEIL` 1�.� AVACADO., OROVILLE CONTR: DAVE TUMAN° ELEC. SERVICE PANEL FOR LOT DEVELOPMENT SPECIAL CONDITIONS CHECKED BY SRA _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS _ VERIFY _ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER xY _ OFFICE COPY Address GAS ^Meter By__Date ELECTRIC. ' Meter By Dat • R JOB FINALE (Date) v Signature .I 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 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME n, TELEPHONE CONTRACTORS MAILING ADDRESS 11 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR>ENGINEERLICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITE OR ENGINEERS MAILING ADOIj ESS Plan Checking Fee $ BUILDING ADDRESS C is ✓. Energy Plan Checking Fee $ $ % PERMIT FEE $ LOT NO. S.uBDNISION'SNA1AE PARCEL MAP PLUMBING PERMIT Filing 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe Work: '� '0 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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./ j % -', _< �� License Class 1 Lic. No. % / " �> G :/', OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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.) I 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. o ' % X �� ,�-' I o ��, �: ,�`� ;, Date 'i — 'r 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. Main Service TO 46.00so NEW CONST. DWEWNG OCCUP. SO DWE200ALLING CC OR ADDNS. ( 6 ACC. BLDS. 3.50 —Fr. NON-g61D. MULTRANCI.OUTLETRCU. @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. ouruer OR FD(TUREB 20 ® 1.00 Ex. Occup.akL ,50 Ex. Occup. ounEis R.16.OF,L 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 $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD COF PARCEL Po 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. By Date PERMIT EXPIRES ON ata ReceiptNo %' `/% ,` WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT d = OK 0=Not CJ( ' = Not Applicable Not Ready MOBILE HOMES = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P L'ft. / /'Nat. or/ /"L"ft./ PLPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector - 6. Water; MH Tes6Regulator-Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval - Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (: Date 46. 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.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Battle 18. Water Pipe; Test & Anchor -Nail Protection 19, D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff 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-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-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 h BUILDING DIVISION °K DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (�30) 891-2751 7 County Center Drive a Oroville, CA • (530) 538-7541 CORRECTION NOTICE Date il - Z3 - o f Inspector REV 10/92 f E 'n r •Lf tf OWNER PERMIT NO. ,y. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is >w; completed. If you have any questions pertaining to this matter, or need additional explanation, ' P f plea- tact this office immediately. SU r'V / -r S� J2 Date il - Z3 - o f Inspector REV 10/92 f E 'n r •Lf tf ' P f Date il - Z3 - o f Inspector REV 10/92 f E 'n r •Lf tf COPY of Document Recorded AND WHEN RECORDED MAIL TO- 03=Aug-2001 2001-0034681 _i BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE H88 not' been compared with OROVILLE, CA 95%5 original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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 property situate in the County of Butte, State of California, described as follows: All that certain real property situated in the County of Butte, State of California, being a portion of the Southwest one-quarter of the Southeast one-quarter of section 21, T18N, R5E, M.D.M., more particularly described as follows: Commencing at the South one-quarter corner of said section 21, thence Northerly along the North-South centerline of said section 21 North 0058'14" East 652.17 feet to the Southwest corner of the North one-half of the Southwest one-quarter of the Southeast one-quarter of said section 21; thence Easterly along the East-West centerline of said Southwest one-quarter of the Southeast one-quarter of said section 21 North 89047'23" East 523.00 feet to the true point of beginning of the following described parcel of land; thence from said true point of beginning, leaving said East-West centerline North 0038'26" East 649.95 feet to a point on the Southerly right of way line of that certain county road known as Avacado Avenue; Thence Easterly along said right of way line South 89058'52' East 271.32 feet to a point on the Southwesterly right of way line of that certain county road known as Oroville Bangor Highway; thence Southeasterly along said right of way line South 18018'52" East 435.57 feet; thence North 71041'08" East 10.00 feet; thence South 18018'52" East 250.25 feet to a point on said East-West centerline of the Southwest one-quarter of the Southeast one-quarter of section 21; thence Westerly along said East-West centerline South 89047'23" West 503.59 feet to said point of beginning. Excepting therefrom that portion thereof conveyed to the County of Butte by document recorded April 25, 1996, under Butte County Recorder's serial no. 96.15607. AP# 028-440-044-000 Dater , '�, 0 U State of ClIalfforpla County PROPERTY personally appeared'4�) ,�U (mown to me (or prov me on the basis of sat6factory e instrument and aclm edged to me that he/she/( Ge his/her/'! is/her/ �eir:)ignatuk&lon the instrument, the perso instrume W haZandcial seal Sign ure A.P. # :) to be the persozQ whose-name(s) is/ re subscribed to the within d the same in his/her/ eir authorized -ca acit les -and that'tiy the entity upon behalf of which the pers (s cted, executed the 0-p-, ,� i PaP< CC)l'6�1 Seal:5.,«..,a I 1 L a Y COMM. i:1165122 ' , ROTARY PUBLIC -CALIFORNIA -n Z �' " S1IrTT R GChRdTY cni My Comm Cxp;ms DEC 11 2001 >. MICHAEL M OONEY 5AMADRoNEAvE. CIVIL ENGINEER ORoPmLE, CA 95966 RCE 20647 (530) 533-2131 Butte County April 06, 2001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Elder/Dodds Const. APN I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per.square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 [= BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District [� n (,\� 1 L Building Department No. A.P. Number Jurisdiction: City County Property Owner �, I r -- I t_ 1 V VJ & R ,• N V) L I N Y;)AF.- 1.;: a Property Location/Address '�j % Z Av,6, r_ (7 ow 9 14 Subdivision Lot No. Residential Development .................................................................................................................... [ Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # ........ ' N .und tion pest n)i ( foundation ins to Commercial/Industrial Sq. Footage New Addition Building Department Representative Irioor runs reviewea ov acnooi uistnct rersonneu (Street Address) (City) U • has complied with the requirements of Resolution No. representing g 2 square feet. v School Distnct Representative Paid by Check # Remarks: I I_u ?ff Date 00'C.,,,_ 23c'z (Group R) (Including Exterior Roofed Areas) District certifies that { f—, 4-- CAKA� (Applicant) 5�U 75!S-- N 5s (Phone Number) 9S� � (Zip Code) /V 7u by payment of $ AB 2926IOS FULL MITIG ICT N S n1?—L3—n1 Date Notice: You may protest the imposition of the fees identified above by submitting a written proteif to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm W APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: �1 j Date• c" 0 Genera/Information D) -) 3 C ) AP#:�- Owners Name: �l' rF/dez Parcel Acreage: S ►) s- A c Owners Address: Building Site Address: Properly Information _ Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic Well a SFD ❑ Residential Accessory ❑ Other Zone District: Date of Zoning Ordinance: Q �� General Plan: 2 Development Agreement: Front Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area 21No ❑ Yes Specific Plan jj No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone WN° ❑ Yes, check use Floodplain 1r An No ❑Yes . Zone: � / Panel Number: Watershed Protection Zone &No Yes ❑ Proposed Use Complies With: General Plan .3 Zoning Proposed Use Re°uires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit El Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other ' Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front c) Side Side street 0_ e L Rear Height Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes 1 Parcel Created by: ❑ Deeds Date of Creation: No Legal Access Provided: ❑ Yes Deed Reference: Legal Access Required: ❑ No &Yes Parcel Frontage on Publicly Maintained Road: ❑ No ( Yes, Road Name: (T2z> tz -�o6Cvr), Wy Complies with County Standards for Deed Creation: ❑ No ❑ Yes AYo cAD o f2z , Comments: ❑ Map Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: L 1-- A 4,i -j r2 o S ) --0 - '7 g 89 Block: Book: Page: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: r-. 1E-- cT' ) a C H -)-a) n , -�P 1T:�- � ►a 0 i. AND wHEN RECORDED MAIL TO: IIII'll II" ILII I II (VIII I I" IIII �I . 200 1 —003468 1 BUTTE COUNTY BUILDING DMSION Recorded 7COUNTY CENTER DRIVE Official Records OROVILLE, CA 95%5 'A CoBuntyE f BUTTE CANDACE J. GRUBBS \� Recorder ROSEMARY DICKSON Assistant (� 11:17AN 03 -Aug -2001 REC FEE 7.00 CONFORM .00 PRINT P 1.00 Alyce Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required thisacknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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 property situate in the County of Butte, State of California, described as follows: �4 All that certain real property situated in the County of Butte, State of California, being a portion of the Southwest one-quarter of the Southeast one-quarter of section 21, T18N, R5E, M.D.M., more particularly described as follows: Commencing at the South one-quarter corner of said section 21, thence Northerly along the North-South centerline of said section 21 North 005814" East 652.17 feet to the Southwest corner of the North one-half of the Southwest one-quarter of the Southeast one-quarter of said section 21; thence Easterly along the East-West centerline of said Southwest one-quarter of the Southeast one-quarter of said section 21 North 89047'23" East 523.00 feet to the true point of beginning of the following described parcel of land; thence from said true point of beginning, leaving said East-West centerline North 0038'26" East 649.95 feet to a point on the Southerly right of way line of that certain county road known as Avacado Avenue; Thence Easterly along said right of way line South 89058'52" East 271.32 feet to a point on the Southwesterly right of way line of that certain county road known as Oroville Bangor Highway; thence Southeasterly along said right of way line South 18018'52" East 435.57 feet; thence North 71041'08" East 10.00 feet; thence South 18018'52' East 250.25 feet to a point on said East-West centerline of the Southwest one-quarter of the Southeast one-quarter of section 21; thence Westerly along said East-West centerline South 89047'23" West 503.59 feet to said point of beginning. Excepting therefrom that portion thereof conveyed to the County of Butte by document recorded April 25, 1996, under Butte County Recorder's serial no. 96-15607. AP# 028-440-044-000 Date State of Cajfforpl County o PROPERTY M1 IL_ 0. %LI,Ek2 -I-(,ubq L - 6 -de -6 personally appeared' / personally known to me (or prov me on the basis of satisfa o evidence) to be the perso whose name(s) is/ re ubscribed to the within instrument and ackn edged to me that be/sh ecuted the same in his/her/ eteiir uthorized ca ac' les and that by his/her/ eir 'gnatuQ s on the instrument, the perso�or the entity upon behalf of which the pers (s cted, executed the instrume WITNESS -my hand and official seal Sign ure'� (�jtj��_ Seal; ." TINA COPPINZ COMtit. # 1165122 NOTARY PUBLIC - CALIFORNIA -n A.P. # �p2 — T I y ` , I �Rca�nm ` �; ,� MY Comm. Expires DEC 11 1 2001 V RECORDING FEE $1 EXTKIA THS PAUL Legal penalty for too small print ij MICHAEL MOONEY CIVIL ENGINEER ' RCE 20647 Job Number 101-03-46 Page 1 Job Name Elder/Dodds Assessor Parcel No. Date April 5, 2001 Analysis UBC 1997 Dead Loads Live loads Roof - : Comp 6.0 1/2" plywood 1.5. Framing 4.5" Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Plywood 3.0' 40 psf. , . Framing 4.0 Gyp Bd. 2.5 10 Lateral loads .Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V = 2.5 C. I W / 1.4 R C;=0.36,I=1,R=5.5/4.5 Soil Bearing ESS/ 1500 pounds per square foot OQ M 9 Friction = 0.35 Lateral bearing = 250 psf/ft. , "DAFA FA m kt�i ftcP 17 LkfiFS --5 3 0 OS I (21 L�.I�� G,k4� Q h,5-s-uw+e- c�v►.m cwt t,.� <112A f�(L�12 GJti1l 1� �2 �l1tUDt0� � daU CcG3 Ce- 23` Z o `70 �wIowjraD--.,- 6,�3xc�.3 .4 ��xt PL OE UfffikA9'-';` V =(Zovub+ t�►5 x.Go 2�` � �- f-2-PYCQ+ *.XLC)7,7( 22 X43 z x,32 WtojO tn Qo aac- tq,!S t 4h. a%qw n 404 0 �ao� o.�a'► �E k-1 6V WOR NSc 4by` a a- b.s_+, .!5+ io ONa�.� 6ASSI k 15j , SI l�� fJ mns c �2'bZ 3 A'0 2:48�, C41 41&YUQMNrc� Av4 eT` $ 4.6 al Zl� �� .�� 0�2��+ 2�a 1 0 4�0'� caw 0 Gia, UU �3,c SJ -2 Y V7 'x4 4- 2� ��, to 4- 4, 3,c 39. Sx ax2. W� 2G,0� C€I W im- LAk- 4. As�uwe- W vo , )(4,4/z)< f?, - I�� 4� � 4 I.4 ��c ( = �► b c�� CSS — ,32 NSAE? fiZ � 11 tg. Cavil I� ksok-E-SOS fcc,`L - _ i- 23,ZSY-(4;2,4QY-2 w:;?- T -t, Olt V- U t D . l n uj 4- 3 ,�a�� Q - �'. 3<5+ C.- s+ to +-517- 2231 C21 Chi roue 1 bm SNL 69t SVd- Go�l 2 3(1,ZS40 1'l2 2xo.3z ��( -2 �v. \q-, 0) \. I �'� SDC b k2'{ -- [ J-1 [L�`Zz 2- VJ,v N,-� d I fx D n (15'M -6X- . cl 6t-haLt 67, �� -Tti<UaVW-'M 'S�0.25J-M-2- MICHAEL MOONEY CIVIL ENGINEER' RCE 20647 Job Number 101-03-46 Job Name Elder/Dodds Assessor Parcel No. Date April 5, 2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Framing 4.5 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Plywood 3.0 40 psf. Framing 4.0 Gyp Bd. 2.5 10 Lateral loads Wind P=C, qqI where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic 11=2.SCaIW/1.4R Ca= 0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. Page 1 /\..I \.I %Y in — _ - %i.% U I n ;L R Z O " to F- (1. 10 r-+ O cr O U U) O W C- O r0 L m U O .- Q JOB NO: rdodds PAGE NO: 1 OF 1 C� 1 �tzu�s C�3�1 C21 �2 24 bLIT S1 Oe V-7 2, - -2,6V -,7- GI ,-J L� = -� it" 6L4- 1,01 bC C4� ��vYl 1��9-ltit.S rj" �Z 22t��- 2�S`�z�►2 -F �%2� 230�� LAJ -2- 40 , MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 Page: GENERAL TIMBER BEAM DESIGN / 1� BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span = 8.00 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = .0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 1120.0 # LL = 1060.0 # at 1.00 ft Point Load: DL = 1380.0 # LL = 1320.0 # at 3.00 ft Point Load: DL = 1070.0 # LL = 1010.0 # at 5.00 ft Point Load: DL = 1440.0 # LL = 1380.0 # at 7.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 32.30%, Shear = 60.46% Max. Pos Mom @ 3.01 ft= 9.93 k -ft Shear: Max. @ Left = 4.79 k Reactions... DL Maximum Max. Neg Mom @ 8.00 ft= 0.00 k -ft ....used for dsgn = 7.18 k Left = 2.48 k 4.79 k Max @ Left = 0.00 k -ft ....Area Req'd = 34.82 in2 Right = 2.65 k 5.11 k Max @ Right = 0.00 k -ft Max. @ Right = 5.11 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 7.67 k Deflections... fb : Max. Actual = 969.1 psi ....Area Req'd = 37.18 in2 Center = -0.05 in -0.09 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 124.69 psi ....Dist = 4.00 ft 4.000 ft Fv : Allowable = 206.3 psi ...L/Deft = 2126 1 102 Ck = .811(E/Fb)'.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B'2)".5 = 4.83 Bearing Req'd @ Left = 1.44 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.53 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 00.N r�p Ir1lln 010 w 71'N' - - '- J.1 GIJ milli l 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 ENERAL TIMBER BEAM DESIGN Date: 04/23/01 SXjK L�, I Page: SPAN DATA BEAM DATA Timber Section -------- End Fixity Pin:Pin Beam Width = 5.250 in Elastic Modulus = 2000000 psi Beam Depth = 18.00 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.00 Fb - Bending = 2900 psi Beam Wt. is Added to Loads Fv - Shear = 290 psi End Shear Calc'd at Support Fc - Bearing = 750 psi ....Area Req'd = APPLIED LOADS Uniform Load @ Center Span: DL = 120.0 plf LL = 470.0 plf = 1.65 k SUMMARY USING 5.250x 18.000 Beam, Bending = 62.32%, Shear = 38.72% Page: SPAN DATA 40.81 k -ft Center Span = 23.08 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft ., UNBRACED LENGTHS ....used for dsgn = Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Max. Pos Mom @ 11.54 ft= 40.81 k -ft Shear: Max. @Left = 7.07 k Reactions... DL Maximum Max. Neg Mom @ 23.08 ft= 0.00 k -ft ....used for dsgn = 10.61 k Left = 1.65 k 7.07 k Max @ Left = 0.00 k -ft ....Area Req'd = 36.59 in2 Right = 1.65 k 7.07 k Max @ Right = 0.00 k -ft Max. @ Right = 7.07 k Max. Allow Moment = 65.49 k -ft ....used for dsgn = 10.61 k Deflections... fb : Max. Actual = 1727.6 psi .-..Area Req'd 36.59 in2 Center = -0.18 in -0.77 in Fb : Allowable = 2772.2 psi fv : Max. Actual = 112.28 psi ....Dist = 11.54 ft 11.540 ft Fv,: Allowable = 290.0 psi ...L/Deft = 1548 361 Ck = .81 1(E/Fb)".5 = 21.30 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 6.58 Bearing Req'd @ Left = 1.80 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.96 Bearing Req'd @ Right = 1.80 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 unninunnnnnnunnnnnnnununnnnnnnnnumnnnnnnnnnnnnnnn .......... i r i oT no i LJ.V V , V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 TIMBER JOIST & RAFTER DESIGN 74, DESIGN DATA 1 Timber Section 2X12 ....Depth in : 11.25 ....Width in : 1.50 Le: Unsupp ft : 0.00 Fb- Allow psi : 1006.00 Fv- Allow psi 95.00 Elastic Mod. ksi 1600.00 Load Duration Factor 1.00 Stress Ratio ->> 0.88 CENTER SPAN -OK- Span Length ft : 17.08 Uniform DL plf : 10.70 LL plf : 53.30 RESULTS Mmax @ Cntr k -in : 28.01 X -Dist It : 8.54 REACTIONS Left: Dead Load # : 91.38 Live Load # : 455.18 Right: Dead Load # : 91.38 Live Load # : 455.18 STRESSES -OK- Fb.. Allow psi 1006.0 Fb.. Actual psi : 885.1 Fv.. Allow psi 95.00 Fv.. Actual psi 43.40 DEFLECTIONS Center... Dead Load in : -0.072 X -Dist ft : 8.54 DL Ratio 2849 Live Load in : -0.358 X -Dist It : 8.54 LL Ratio 572 Total Defl in -0.430 X -Dist ft : 8.54 Ratio 476 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 �`tSU viii la^R.Q`�J MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 Pager CANTILEVERED RETAINING WALL DESIGN 4 C 11 WALL & FOOTING DATA Retained Height = 4.00 ft Wall Ht. above Soil = 0.50 ft Toe Width = 0.83 ft Heel Width = 0.92 ft Total Footing Width = 1.75 ft Footing Thickness = 12.00 in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK 0.0 ft Ftg/Soil Friction = 0.35 Soil to Neglect = 0.00 in Lateral Pressure = 375 # Passive Pressure 125 # Friction = 310 # Add'I Force Required = 0.0 # SUMMARY VERTICAL LOADS Axial DL on Stem = Axial DL on Stem = ....Eccentricity = Surcharge over Toe = Surcharge over Heel = SOIL DATA Allowable Bearing Active Lateral = .....Max Press. _ .....Slope Press. _ Backfill Slope = Passive Press. _ Soil Density = Soil Ht over Toe = Pressure @ Toe LATERAL LOADS Soil Press. Mult. 100 plf Lateral Load Acting on 0.0 # 400 plf Stem Above Soil = 0.00 psf 0.00 in Add'I Lateral Load = 0.00 plf 0.0 psf Dist to Load Start = 0.00 ft 0.0 psf Dist to Load End = 0.00 ft Pressure @ Toe ADJACENT FOOTING Soil Press. Mult. 1500 psf Vertical Load = 0.0 # 30.0 pcf Load Eccentricity = 0.00 in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall = 0.00 ft 0.0 :1 Vert. Position of Ftg. 40000 psi 250.0 pcf ... Above/Below:(+/-j = 0.0 ft 110.0 pcf Spread Footing ? No 0.00 in = 0.0014 FOOTING DESIGN = 3.04 in Mu -Downward Pressure @ Toe = 1371.7 psf Soil Press. Mult. . Toe Heel Vc Sloped Soil @ Heel = = 2500 psi Pressure @ Heel = 96.6 psf By ACI Eq 9-1 = 2049 144 psf Fy 0 = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 602 26 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 3.04 in Mu -Downward = 72 73 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 2.11 psi Mu -Design = 530 -47 ft-# 0.0 Toe Heel 0 Max. Shear @ Heel = 0.00 psi One -Way Shear: 1.08 364.5 # 4 @ 16.81 . 15.04 in o/c 0 Allow. Ftg Shear = 85.00 psi Actual = 2.1 0.0 psi # 5 @ 26.05 23.31 in o/c 0.0 Factors of Safety: 0.0 Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c Overturning = 1.59 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1..16 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd' 2 = 8.1 0.6 psi # 9 @ 48.00 48.00 in o/c Origin of Force... SUMMARY OF FORCES & MOMENTS - Overturning Moments # . ft ft-# # Active Soil Press. = 375.0 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = 0.0 Axial Load on Wall = 0 Load @ Proj. Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component 0.0 of Active Pressure= 0 Totals = 360.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) Resisting Moments ft ft-# 1.67 625.0 0 0 0 0 0 184.8 1.54 284.6 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 100.0 1.08 108.0 0.00 0.0 0 0 0 0 0 337.5 1.08 364.5 0.00 0.0 0 0 0 0 0 262.5 0.88 229.7 0 0 0.0 0.00 0.0 0 0 0.0 0.00 620..0 ft-# 884.8 # 884.8 # 0.0 986.8 ft-# 986.8 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 Page: CANTILEVERED RETAINING WALL DESIGN 1 (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00ini f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 0.0 < = Mn = 1158.0ft-# Vu = 0.00 < = Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi i Wall Wt.= 75.00psf, Bar Embed= 12.Oin i Mu = 8.5 < = Mn = 1158.Oft-# i Vu = 0.40 < = Vn = 85.00psi i Interaction Value = 0.007 Third Stem From 2.00ft to 3.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00ini Fc = 2500.Opsi, Fy = 40000.Opsi i Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 68.0 < = Mn = 1158.Oft-# i Vu = 2.17 < = Vn = 85.00psi Interaction Value = 0.059 Fourth Stem From 1.00ft to 2.00ft i 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00ini f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 229.5 < = Mn = 1 158.Oft-# Vu = 5.36 < = Vn = 85.00psi Interaction Value = 0.198 Bottom Stem From O.00ft to ,1.00ft 6.00in Concrete w/ # 4 @ 18.00in, d = 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mu = 544.0 < = Mn = 1 158.0ft-# Vu = 9.96 < = Vn = 85.00psi . Interaction Value = 0.470 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Ll MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE 'OROVILLE, CA 95966 530-533-2131 Date: 04/23/01 Page: CANTILEVERED RETAINING WALL DESIGN / WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 4.00 ft Axial DL on Stem = 370 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 440 plf Stem Above Soil = 0.00 psf Toe Width = 0.92 ft ....Eccentricity = 0.00 in Add'I Lateral Load = 0.00 plf Heel Width = 1.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 1.92 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 13.00 in Key Depth = 0.00 in Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 388 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure = 147 # Passive Press. = 250.0 pcf ... Above/Below:[+/-1 = 0.0 ft Friction = 434 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1286.9 psf Soil Press. Mult. Toe Heel f'c = 2500 psi Pressure @ Heel = 462.6 psf By ACI.Eq 9-1 = 1903 684 psf Fy = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 723 99 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 1.81 in Mu -Downward = 96 105 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 1.84 psi Mu -Design = 627 -7 ft-# Toe Heel Max. Shear @ Heel = 0.00 psi One -Way Shear: # 4 @ 15.04 13.61 in o/c Allow. Ftg Shear = 85.00 psi Actual = 1.8 0.0 psi # 5 @ 23.31 21.09 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 33.08 29.93 in o/c Overturning = 2.30 :1 Cover over Rebar 3.50 2.50 in # 7 @ 45.11 40.82 in o/c Sliding = 1.50 :1 'd' = 9.50 10.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd' 2 = 7.7 0.1 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. = 387.6 1.69 656.8 0 0 0 Soil over Heel 0 0 0 220.0 1.67 367.4 Soil over Toe = -17.6 0.36 -6.4 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 370.0 1.17 432.9 Load@ Proj. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 337.5 1.17 394.9 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 312.0 0.96 299.5 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 370.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 650.4 ft-*# 1239.5 # 1239.5 # 1494.7 ft-# 1494.7 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in� f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 0.0 < = Mn = 1158.Oft-# Vu = 0.00 < = Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft -' 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Date: 04/23/01 Mu = 8.5 < Mn = 1 158.Oft-# Vu = 0.40 < = Vn = 85.00psi Interaction Value = 0.007 i • ^^• ^ ^ --- Third Stem From 2.00ft to 3.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in� f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu 68.0 < = Mn = 1 158.Oft-# Vu = 2.17 < = Vn = 85.00psi Interaction Value = 0.059 I Fourth Stem From 1.00ft to 2.00ft I 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in� f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 229.5 < = Mn = 1158.Oft-# Vu = 5.36 < = Vn = 85.00psi Interaction Value = 0.198 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete w/ # 4 @ 18.00in, d= 3.00in f'c = 2500.Opsi, Fy = 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mu = 544.0 < = Mn = 1 158.Oft-# Vu 9.96 < = Vn = 85.00psi Interaction Value = 0.470 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL- OONEY, KW -0601576 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Pian AnecMd floor Man Attached Sent to Owner Location AP#' . Plan Approved for: Sewage Disposa� WSupply:/� Public Clearance for dwelling. Other � h� TAtJ0,I N LLA - Hold final for: Final clearance O.K. for: NOTE: Private Well Environmental Health Specialist Date 8/96 ROAD / LEACH FREE ZONE I � moo, I 1 ��s j I �. EXISTING WELL I � I \ � I i i EXISTING I RESIDENCE I I I _U Bui'fe County :nvironmental Health I ®ate ------ I Signature I EXISTING UNDERGROUND I ELECTRIC I I I I i PROPERTY LINES, TYP. I PLOT PLAN SCALE Iff= 50' . 0" PROPOSED WIND GENERATOR .FOOTINGS AS PER MFG. INSTRUCTIONS SEE DETAILS 04 t S SHEET At (E) DRIVEWAY \\ \ \ \• Y3 \ �-- EXIS S T \ \ \ q 4 \ PROPOSED SOLAR } \ \ ARRAY SEE DETAILS I, 2 t 3 SHEET Al I 11' PUE EASEMENT \ \ �g . 'NOTES G(,t r r t x RESIDENTIAL o7 r40-044 "(--1399 ER, JEIL / GREB, LINDA 872 AVACADO BANGOR t CONT: RICHARD DODDS NEW 3 BR 2 %°BATH : _. ,6 ocoq PERMIT,•RE' NEWAL DATE: q-4-65 - BP# 0Y- 77 'F4,/6 3 -1509 EXPIRES: SPECIAL CONDITIONS CHECKED BY ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ f ' - 1 JOB FINALED (Date) 1645 O� Signature Z&t A - rtY w •� r r •� 111 . `t RESIDENTIAL o7 r40-044 "(--1399 ER, JEIL / GREB, LINDA 872 AVACADO BANGOR t CONT: RICHARD DODDS NEW 3 BR 2 %°BATH : _. ,6 ocoq PERMIT,•RE' NEWAL DATE: q-4-65 - BP# 0Y- 77 'F4,/6 3 -1509 EXPIRES: SPECIAL CONDITIONS CHECKED BY ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ f ' - 1 JOB FINALED (Date) 1645 O� Signature Z&t A - �i I COWNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 99965 • Telephone (530) 538-7541 PE MIT o. (Rev.f2/96) APPLICATION AND PERMIT AVL.OlP•► CELNUM13E 0-044 ZONIN;6 � BUILDINGPERMIT OWNER EIDER NEIL & GREBs LINDA. TELEPHONE 755-0741. SO. FT. OCC. BUILDING VALUATION 2382 R 128 528 . OWNER'S MAILING ADDRESS 1412 TEBBLE Cf. YUBA CITY CA 95993 7�43 U 13 374 CONTRACTOR'S NAME RICHARD DODDS TELEPHONE TELEPHONE 1O6 d 1.31845 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total valuation $ 155.847.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 835.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ &11lAING ADDRESS t 872 AVACADO BAPaC,OR CA 95914 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1421.58 LAT NO. SUBDIVISION'S NAME - PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.0084-.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 . ' TYPE OF WORK New EX Addition ❑ Remodel ❑ Ulilities ❑ Installation O Other O Describe Work: NEW 3 BR 2 1/2 BATH SF Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.00155.00 Mobile Home I S I G I W Q20.00 PERMIT FEE $ 164.00 +, ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service ' 250A OR LESS 23.00 23.00 ULCENSED CONTRACTOR'S DECLARATION hereby affirm undo anally of perjury that I am licensed under provisions of Chapter r� 9 (commencing wPoSection 7000) of Division 3 of the Business and Professions Code, and my licen� in full force and effect. License Class " r' / 71/ Iu LI . No. 7r9� ._ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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 perforrnarice 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / X � l+�.^ /../ . ",J "L Date �y _ Signature of Applicant - ❑ Owner ®-fbntractor O Agent An OSHA permit is required for excavations over 5'0"deep and demolition or constru tion of structures over 3 stories in height. `is4f,3 I Mein Service 200ATO 1000A 46. 00 WEE so NEW CONST. ( & ACCG D OCCUP. .0 OR ADONS. SACC. sLDS. 35N. 109.38 NON.RESID. MULTI.OUTLETITS @7.50 rowER APPARATUS S BINDLE OUrLET CIR. zo 0 1.50 Ex. Occup. OUTLET ORFDrrUREs eA� Ex. Occup.ops Aalo OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 152.38 MECHANICAL PERMIT Fling Fee 20.00 Heating Split beat1 Cooling Hood 1 6.50 6. 50 Ventilation UL as SLAW 15.00 PERMIT FEI: $ • 00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 �, CC ��r TYPE TOTAL FEE $ 18()8.9 �, r HAZ. FE IMP, FLOOD CDFi v/ PARC' y/ pD .HD su This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have r (f By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. t fA �GZ Date �� 3 Date Receipt No. : li h ; f( t . / i� K WHITE-D.D.S.-B. D. CANARY -ASSESSOR PIN INSPECTOR GOLDENROD-lFPLICANT 01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILD} G DIVISION "" - „_ . •. w 7 County Center Drive • Oroville, CalifCfni�a,Q5965 • Telephone (530) 38-7541 PER LT NO. (Rev. 12/96) APPLICATION AND PERMIT `� ASSESSOR PARCEL NUMBER ' ' S,VRwI#�14 A��II IA ZONING A—rs BUILDINGPERMIT OWNER rf nTM ?JVT1 A. r_r to 7 TMT)A TELEPHONE SO. FT, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESSV v~J •JV..•«__ - ---- ._ -_ 41 1D n tw Cv. 1A T't`V rA Or,0 -1 QTY CONTHACTOiI'S-NAME - m.V r ✓ PTO TUAAt1 rf)n *C TELEPHONE `CONTRACTORS MAWNO ADDRESS I *7n nn'a r - nn Ar A r ,.., �,..,..`o.. % .,.. CONSTRUCT1aNZENDERT LENDER'S MAILING ADDRESS , Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. - I Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 417.75 Plan Checking Fee $ BUILDINGADDRESS I 979 AVArA AN" Energy Plan Checking Fee $, PERMIT FEE $ 4-37 75 LOT NO. SUBDIVISIONS NAME PARCEL MAP `- PLUMBING PERMIT Fling Fee 20.00 .. USEOFSTRUCTURE ti `� ;i SFO Duplex ❑ Mobilehome ❑ Other i L 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 0 Describe Work: 1`;T Rk'NTVAT_ OF RE409-0786 , Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 1 Main Service 800OR LESS zoOA OR LESS 23.00 , -I i LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter V 9 commencin with Section 7000 of Division 3 of the Business and Professions Code, 9.(commencing ) and my license is in full force and effect.POWER License Class — /al /f', Lic. No. %'1 '� QQSI }yy OWNER -BUILDER DECLARATION 1 I hereby affirm under penalty of perjury that I am exempt from the Contra c!tors License Law for the following reason: i ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCC OR ADDNS. d ACC. BLDUP. S. so 3.50FT, NEW CONS . MULTI -OUTLET NON-RESID. @7.50 APPARATUS a SWOLE 0 AP= CIR. Ex. Occup. OtmEr OR FIXTURES 20 @ I'00 fl4L @ .50 Ex. Occu ouT rs AEsID.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 - PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I I 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. I ❑ 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. workers' compensation insurance carrier and policy number are: Carrier 1 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (cccoMy (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 0.,,1 certify that in the performance of the work for which this permit is issued, I shallFF 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 complywith those provisions. %�! �j� ` fLJ J l'cI, r �l Date —,i 3 1 igrrature of Applicant - ❑ Owner [�TContractor ❑ Agent t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home'lnstallation Fee $ Energy Inspection Fee $ Nsr. TYPE TOTAL FEE $ 437 75 HAZ. D. FEES IMP FLOOD CDF PARCEL pD 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. By , Date PERMIT EXPIRES ON Dale Receipt No. %�� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t 1-0-28-440-044 03-150.9. ELDER; NjEit. 872 AVOCADO, BANGOR CONT: DODDS , I&HARD 1ST RENEWAL BP402-0786 t = OK J 4. 0 = Not OK 1. = Not Applicable" MOBILE HOMES = Not Ready 6. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 3. 7. Well Clearance & Disconnect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 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 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date 7. Card B-1 Date Card B-1 Date 8. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable • =Not Ready RESIDENTIAL (I Date Underfloor (Plans) OK except #'s 1. oning-Setbacks-Easements-Flood-Slope A!Frg., Main; Soils-Elec. Grnd.-/,f4t#%Ftg. Depth 3-17g., Garage; Soils-Steel-Efec. Grnd.-/ P' Ftg. Depth 4iFlg., Porches & Decks; Soils -Steel-/ P' Fig. Depth 5. emwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold ns and Special Anchors Z Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation s ation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU ING (Permit) OK except #'s 17. r Htr.; Vent -Access -Combustion Air Baffle VIXatV Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access =Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s xtyre & Transformer Clearance -Ins. Protection i^ 2 e Receptacles Spacing -Lights & Switches at Doors iz oxes & No. of Conductors Stapled X.1010mex Installed Close to Edge of Studs C275 Equip. Ground made up w/Mech Fast rs-Bond Gas_4_V&itw 2 Appliance Circuits in Kitchen & Conductor Size TG FI Wire Size / / Cu or AI-A.C. Wire Size/ / ga Cu or Al 30. Range Circle / -�6 / a C or AI -Oven Circ. / / ga Cu or Al InsujAled Neutral ❑ Yes ❑ No ervi Riser Conductors & Ground Main Disconnect qu- . learances Panels-Motors-Mech. Equip. lothes loset Light -Shower Light -Spa Light oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s 3 C ucts Insulation & Support 3 en an, Exhaust above insulation 3 . o nsate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. tic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -t Date 'MING (Permit) OK except #'s it roper Materials & Anchors 4 s Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over oor Nailing 4 Draft Stop in Wall rat proof) ue tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -size & Bearing r 'tingle & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors 47 Cling. Joist-Rftr. Ties-Purlin-Roff Brac. Truss- ting. -Ring. 48. Fireplace -Ties or Type A Flue -Fireplace Throat Clearance 4 ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles d . Windows or Exiting Doors -Sill Ht. & Dimensions , Garage Fire Protection Framing 52. Property Line Firewall & Openings !. Ext. oors-One 3' -Check Garage 3rd Story, 2 Exits 5 ta.r! i^idth-Headroom-Rise-Run-Landing-Fire Protection 55.,4Ky'wpod on Roof Overhang -Attic Vents -Rafter Outriggers 56. id'ng-Nailing Veneer 57. Acco Mesh -Drip Screed -Fd. Vents-Underflr. Access 60. Gla ' g Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date `0 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ ,Hes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters D Yes D 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: See V1_'ke IF '`��' /Irj q L .9 14,-j