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Home My WebLink About079-080-056@90MOP@1� PERMIT#96-0778 MARTIN FAMILY T T 375 Crane Ave., Orov illl'a CONT: Frieda Hart -Martin /0 New Single Family @@*" PEPMIT*96-A2�8 MARTIN FAMILY 'CRUST 375 Crane Ave—Oroville Cont: Frieda Martin /V/q Retain Wall & O-Clr for Gas Ht/SF RESIDENTIAL 036-800-056. PERMLIT#96-1268 MARTIN FAMILY TRUST 375 Crane Ave., Oroville Cont: Frieda Martin Retain Wall & O-Clr for Gas Ht/SF 0 -7 JOB FINALED (Date) Signature V OK 0 NotOK Not Applicable Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses I . Zoning Requirements - Setbacks - Easements 9. Siding: Nailing -Veneer -Stucco -Mesh 2. Soils; Special MH Support Sketch 10. Roof; Shthg-Roofing 3. Sewer; Locaton-Test-Fall-C/0-Concrete 11. Ext.; Steps -Doors -Landings 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / 11:ft. / /Nat. or/ t'Lft./ /LPG Card B-1 Date Card B-1 7. Well Clearance & Disconnect Card B-11 Date Card B-11 8. Utility Clearance POOLS (Plans) OK except #'s - 1. Setbacks -Easements Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 5. Elec.; Pool Lighting; 15 Volts-GFI 1. Zoning Requirements- Setbacks Easements 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 2. Footings; Size -Spacing -Marriage Line 7. Elec.; Bonding; Metal w/6-Circulafing Equip. -Heater 3. Gas; MH Test-Demand-VAM-Connector 8. Elec.; Grounding; Equip. w/6 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 4. Electricity; MH Test -Crossovers -Breakers -Clearances 9. Health Department Approval 5. Drain; MH Test -Fall -Flex Connector 10. Plumb.; Cir. Test -Water Supply Test 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Type-Insta Ila don Cert. Card B-11 Date Card B-1 10. Exits; Insp.-Sketch Card B-1 Date Card B-1 11. Cert of Occupancy 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-Deptt�pacing-Connectors-SteeI 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Mum. Awn.; Columns-Connectons-Splice-Decal-Enclosures 6. CarDorts: Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding: Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-11 Date Card B-11 Date POOLS (Plans) OK except #'s - 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Uning 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding; Metal w/6-Circulafing Equip. -Heater 8. Elec.; Grounding; Equip. w/6 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-11 Date Card B-1 Date Card B-1 Date Card B-1 V OK 0 Not OK Not Applicable Not Ready RESIDENTIAL (Single & Duplex) Date UNDF.WL009,fPlans) OK except It's Date FRAMING (Continued) �,�_Set backs -Easements -Flood -Slope 1 45. Hangers -Post Caps -Anchors -Connectors tg., a n; Is-lec. Grn , tg. IDepth 10. CIng. joist-tr. ties- Pu On -roo. Brac- I russ-Shthrig.-Ing. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 3. Ftg.. Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Sternwalls, Garage; Steel -Bloc kouts-Wra pped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Pie rs-!Fi replace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric: Underground 13. Pienums & Ducts; Clea rance- Mate ria I -Support- Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #*s water Htr.: vent -Access -Combust ion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection ---------- --- - ------------------------------ 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan. Test. First Floor -Tub Access - -- - -------------------------- 20. Test Tub & Shower. Second Floor -Tub Access -- - - - - - - - -------------------- - - -------------------- - - - - ------------------ 21. Gas Pipe: Size & Anchors - ---------------- - --------------- ------ -------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection ------------ - ------------- - --- ---------------------------------- - -------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Cond uctors- Stapled -- ----------- ----------------------------------- ------ ............................ 25. Romex Installed Close to Edge of Studs & C.J. -------------- ------------------ I ------------ ----------------------------------- 26. Equip. Ground made up w/Mech. Fasiners-Bond Gas & Water -------------------------------- ------------ --------- ---- -- - - -- - - -- - - - --- - - - - - - - --- 27. 2 A:)pliance Circuts in Kitchen & Conductor Size,GFI -------------- � -------------------------------------------------------- --- -- 28. Subteed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At ------------------- ....................... .. 29. Range Circ. ga. Cu or Al -Oven Circ. I I ga. Cu or Al. Insulated Neutral 0 Yes 0 No --------------------------------------------------------------------------------- -- 30. Service -Riser Conductors & Ground -Main Disconnect --------------- - ----------- _ - ............................. . I ...... .. 31. Equip. Clearances Panels- Motors- Mech. Equip. -------------- -------------------------------------------------- ------ . ....... .. 32. Clothes Closet Light -Shower Light -Spa Light -------------- ---------------------------------------- - -------------- --- - - -- 33. Srroke Detector -------------- ------- __ ----------------------------- ------------------------- -------- ------- ------- -- Date Card B-1 Date Card B- I ....................................... .................... ... ... ... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL.(Permit) OK except s;'s 34.- A.C. Ducts Insulation & Support -------------- ......................... I --------- I ................ .... .. 35. Vent Fan: Exhaust above insulation --------------------------------------- --------- I ...... ... ... ...... 36. Condensate Drain & Overflow: Size & Grade ------------ - -- ----------- - --- . .... ........ . * - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent- 1 15 OLAIel ------------------------------ 38 Attic Access & Platform if Furnance in Attic ... ........... I ........ .... ................ ... ... ...... ... . . ....... ... ------ -------- --------------- -- ......... .. Date B-1 Date Card B-1 Date Card B-1 Date Card B- I Date FRAMING (Plans) OK except 4S 39. S�ls. Proper Material & Anchors ....... ... ... ....... ... ... ........ 40. Walls Studs -Nailing. Spacing & Bracing- Plates-SOUnd ...... ....... ... ... .. ............ ...... .. 41. Bearing Walls over Girders & Floor Nailing ........... ... ................................... ... .. 42. Craft Stop in Walls (rat proof) - ----------- - -------- ----- 43. Fire Stops: Furred Ceilings- Stairs -Chases -Tub ....... ..... .. 44. Headers & Beam -Size & Bearin 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing -------------- 51. Properly Line Firewall & Openings 52. Ex I. Doors -One T -Check Garage -3rd Story, 2 Exits 53. S lairs: Width -Headroom -Rise-Run-Land i ng- Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers; 55. Sidiiig-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access --- --------------- ------------ 57.- Glazing Area -Glass Protection - Skyl ights- Plastic 58. Shear Walls: Nailing -Bolts ------------ 59.- Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------------- - ----------------- ----------------------------------------- Date Card B- I Date. Card B-1 - -------- - ------- ____ Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #*s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------------ ---------------- - ---------- - - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor- Ducts-Mech. Protection ------------ ------------------------------- 64. Bedroom Exiting ---------------------------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------------------------- 67. Stairs & Rails ...... .... -------- 68. Fireplace or Stove: Clearances- Hearth ------- --------------------------------- ___ 69 Elec. Outlets at Wood Panel: Int. & Ext. ------ ------- ------------------ - ---------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ------------------ 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper .... .............. I --------------------- - ------- 74. Wtr. Htr.: Vents- Clearance -Com b. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection --------------------- I -------------------- 75. Plb., Elec. & Mech. Equip. Listed for Location .............. ------------------------------------ 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection *,---: ---- -------- * ---------------------- -..-7.,. -1 nsu-latio-n --Foa m- Looked in_Attic_____ 0 -Yes----.- 78. Guard Rails & Deck Construction -Post Caps .... ...... __ I ------------------------------------------ 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes - -------------------------- 80. Following instid Drive 0 Yes 0 No: Walks 0 Yes 0 No: Planters 0 Yes 0 No - --- --- --------------------------------------------- 81. Stucco: Brown -Finish .. ... . ..... ....... . ............................... - --- - - ------ 82. A C. Unit: Disconnect. Electrical. Plumbing ... ... ... ... ... .............................. 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings . . . .. ... ................................................ ----------- 84. Water Well: Disconnect. Electrical. Plumbing -- - ----- ------------- 85 Exterior Elec. Trim: G.F.I. Receptac le- Underground 86 Ventilation Throughout House ------ ----------------- - -------------- 87 Glass Protection -------- - ---------------- 88. Corrections from Previous Inspections --------------- 89 Gas Test -Meters Tagged: Gas -Electric ----- ------------------------------------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval - - - --- -- --- --- ------------------------------------------- 91. Energy Compliance Certificate -Other Certificates . ....... .... .......................................... - ------------------- Date Card B-1 Date Card B-1 --- ---------------------------------------------- Date Card B -I Date Card B-1 Date Card B -I Date Card B-1 Comments. at Final: ... ... - -- ---------------------------------- - ------- -Z COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/1/ PERMIT NO. APPLICATIOk AAD PERMIT 7(Q — / Q6 � ASSESSOR PARCEL NUMBER 036-80-0-056 ZONING AR BUILDINGPERMIT L) OWNER MARTIN FAMILY TRUST TELEPHONE SQ. FT. OCC. BUILDING VALUATION 418 4180 OWNERS MAILING ADDRESS 1700.00 CONTRACTOR'S NAME FRIEDA E. MARTIN LEPHONE CONTRACTOR'S MAILING ADDRESS 195 PARSONS LN., OROVILLE CA 95966 Fireplace 1500 CONSTRUCTION LENDER NONE UNMOWN — Total Valuation $ 0 00 §6W Filing Fee $ 20.00 - __ LENDERS MAILING ADDRESS Permit Fee --lmI ARCHITECT OR ENGINEER NONE LICENSE NO. — Plan Checking Fee Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ So BUILDINGADDRESS 375 CRANE AVE., OROVILLE PERMITFEE $ +53_.t�y_ PLUMBINGPERMIT, Filing Fee' 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME I IPARCEL MAP Solar or heat pump water heater 23.00 — Water piping 15.00 USEOFSTRUCTURE SF 0 Duplex 0 Mobilehome 0 Other RET WALL SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New OX Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: . AND "0" CLEARANCE FOR GAS HEATALATOR (SEE #96-0778) Mobile Home ]TFG–FWT 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filing Fee 2 0.'0 0 000 OR LESS Main Service 200VA OR LESS 23.00 Main Service 200A TO 1000A 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisio . ns 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. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License ;for the following reason: 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. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. so. OR ADONS. --- & ACC. BUDS. 1 3.50 Fr. NEW CONST, MULTI -OUTLET NON-RESID . BRANCH CIRCUITS 97.50 ,POWER us SINGLEAOPIPALREAT CIR. OUTLET OR FIX'TURES 20 @ 1.00 Ex. Occup. 11AL 0 .50 FIXED APP Ex. Occup. OUTLETS (RESI 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 2300 —r� PERMITFEE $ Contractor I WORKERS' COMPENSATION DECLARATION 1 ereby affirm under penalty of perjury one of the following declarations: I 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",compensalwn Tsurance carrier and policy number are: e– Carrier like MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number 1-70 – q& (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the perform. ance 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 forthwith comply with those provisions. X -_:i>'4- Date ell -71941- Signature of Applicant - 0 Owner 0 Contractor 0 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. nf-m ;4 1) Mobile Home Installation Fee Energy Inspection Fee $ Occ CONST. TYPE I TOTAL FEE $ -1:53=6,5 [of AZ. tj.6 I D. FEES I IMP I FLO07M PARCEL JPO tS;y This permit is hereby issued under the applicable provisions the Butte Count Code and/or Resolutions to do work indoMelil above fo which fees have been paid. Date PERMITEXPIRESON 2 (Date) rReceip'tNo. 201699-138.80//201700-14.85 to WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTORfr GOLDENROCrAPPLICANT IT "I . I- ; - - - " � M, -T ...... COUNTYOF BUTTE - DEPARTMENTOFDEVtLOPM ENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROYILLE,CALlrbRNIA95965 -TELEPHONE (916)538-7541 PERMIT �PPVCATIONPATA SHEET 4 y v T 0. 1 r Tp 6 t- q X,,\, v, OWNER 079 r? tc- y OTU"rrtl&�� 0. �ivo - Proposed Building Use Rhf 1 Building Inspector Date At time of permit applicatioh, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED By 1 All items hav " een submitted . ........................................ 2. Plot plani, 3/4 s6% signed by preparer of plans . .......................... 3. Com'plete plans, 3/4'-9-6ts, signed by preparer of plans . ..... 4. Engineered plans and calbs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material For-ir .. ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statbment of Intent for Non -Heated and A/C Buildings ........... ............ 8. Engineered truss details and layout in duplicate (r4quired prior to plan check). .. 4��.Qdq- bilehome data manufacturer's installation instructions, 2 sets . ......... of$ . ....................................... 11. Impact f6es as shown on attached schedule. 12. California Department of Forestry plan approval/fees . ......................... 13. Flood elevation letter (100 year flood) by CalifornFe--Engineer ................... 14. Sanitation -.and plot plan approval -11e-alth Department ............. 15. City of -Chico plumbing permit . .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley . ............. 17. Planning approval for (A) Use: � (B) Parking: . ........ 18. Contact Land Development.about (A) Improvements (B) Drainage ............. 19. Driveway permit (construction approval required prior to occupancy). . . . F��4;sWc�oA r6�6est 20. Pre -inspection for required. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance ........................... 23. Owner -Builder Verification (Given to owner Mail to owner ............. 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road ...... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ............... 29. Documentation of legal access . ..................... ; .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... p_ Plascbeck listj ... ........... ... V41. i _ Y6;0� �4 L K�L -Jrs ..... .... _? P1 6tl P a W V f 1 4 a PC ('&-ang- AL.,e V) When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Uther Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _ Air Pollution Date Copy of plans sent Health Dept. _ Fire Dept. - Other Date - By The following data must be submitt prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items d ) 2. Additional items requir . 7 Z�Q 0 *-,,E;- pp-� - Contractor, designe(, owner, was advised of above required data by "'one mail Counter by Date Contractor, djesigner �2owner, s aqvised of above required data by :Zphone mail Cognter by Date Plans checked -by Date 60-;:�2*4� Plans approved by_ CiAn__ Date Sets of plans on hold in file cabinet AP folder Copy - Department of Public Works . - I i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, f�.hico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-754.1 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE. dMER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date )./Vnspector 9 4 REV 10/962/ R�ESIDENTIAL 036-800-056 PERMIT#96-0778 MARTIN FAMILY TRUST 375 Crane Ave., Oroville CONT: Frieda Hart -Mart i New Single Family �,V _T OFFICE COPY L Address f r GAS Date -Meter By— 7, LLECTR Meter By Date OFFICE Copy Address - 3 GAS dd r en GA ess S Meter B y - M r E E C Date�o* E T R LECTRIC Meter By --------- Date JO . 8 FINALED (Dafjelrlo — �Ignature V =OK 0 = Not OK Not Aprplicable Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a 1 . Zoning Requirements -Setbacks -Easements 1 . Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-Depti-Spacing-Connectors-SteeI 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Locabon-Test-Fall-C/0-Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-Connectons-Splice-Decal-Enclosures je 5. Electricity; Locabon-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location-TesWrap; / 11211. / /Nat. or/ /"Lft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 - Date Card B-1 Date Card 13'11 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; SizL-Spacing-Marfiage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-Demand-VaKA-Connector 1. Setbacks -Easements 4. Electricity: MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Gracle-HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFl 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-ins. to Main in Conduit 11. Cert of Occupancy 9. Health. Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1 . Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depti-Spacing-Connectors-SteeI 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-Connectons-Splice-Decal-Enclosures je 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-ins. to Main in Conduit 9. Health. Department Approval 10. Plumb.; Cir. Test -Water Supply Test 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(! Date UNDptf-LOOR (Plans) OK except #'s dp *.OlZoning-Setbacks-Ea . sements-Flood -Slope 4r k:�t2 - Mai n;'Soi ls-ElecLl3iwd.-W" Ftg. Depth ?y -AW 04tg., Garage: Soi Is- Step I -El ea-Girflod'. -IZJ.� Ftg. Depih_7 .0 4. Ft.g., Porches & De cks; Soils -Steel-/ /Ftg. Depth 5. Sternwalls, Main: Steel -Bloc kouts-Wra p ped 6. Sternwalls, Garage; Steel -Block outs-Wra pped 6a. Hold Downs and Special Anchors Z-�Sra-b; Steel -Wrapped 8. Pi!StFireplace Ftg.-Steel S"G.W.V.: Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. LIF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance- Mate ria I -Support- Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date J Date Card B-1 Card B- 1 Date Card B-1 Date Card B-1 Date PLUMPNG (Permit),OK except n's W er Htr.: Vent -Access -Combust ion Air-Baff;e Water Pipe: Test & Anchor -Nail Protection ----------- ...... Test -Fittings & Anchor. -Nail Protection --------------------- Jj9--SUewef-Pen--`Fest. First Floor -Tub Access 2 ub & SHower. Second Floor -Tub Access — --------- - --------- — --- - ------------------ Gas Pipe: Size & Anchors -- -------- ------ --------------------- - - -------------- - ----------------------------------------------------------------- Dale Card B-1 Date Card B-1 ------------------------- ---------------------------------- --------- ---- ------- Date Card B- I Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ------------ --2--Fixture & Transformer Clearance-ins._Protection 7 ----------- * ---------- lec. Receptacles Spacing -Lights & Switches at Doors - - - -------------------------------------------------------- ize xes & No. of Cond uctors- Stapled � :�Oc -- ------------- - ------------------------------------------------- ---------- mex Installed Close to Edge of Studs & C.J. ------------ - - ------------------------------------------------------ Equip. Ground made up w/Mech. Fastners-Bond Gas & Water --- - ------ W - ------------------------------------------- -------- - -- Z �.TAppliance Circuts in Kitchen & Conductor Size,GFI -------------------- ---------------- --------- ?n--------11*11- 11 28. Subfeed Wire Size -111-9.1 Cu or(tO-A.C. Wire Size ga. Cu or At -------------------------------- ---------------------------------------- -- 29. Range Circ. / I ga. Cu or Al -Oven Circ. I / ga. Cu or Al. Insulated Neutral 0 Yes 0 No ---------------------------------------------------------------------------- ...... .. 30. Service -.Riser Conductors & Ground -Main Disconnect 6ea`ra'nc`es Panels--M'o'to'rs-Mech'.'Equip'. * . ....... . ------------- es Closet. Lighi-Shower-Li-g-hl`-Spa Ligh , t ... ....... ........ ... --------------- AK ke Detector -- ---------------------------- ---- I .................... ....... ............... .. Date .......... .... Card_B-1 .... .. ... .-Date ............ Card.B-1 ..... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL.(Permit) OK except ;;'s 4,34-�-A.C- Ducts Insulation & Support - - ------------- ----------- * ,,�W.-�Vent Fan: Exhaust above insulation -------------- -------- ---------------- --------------- -- ... ... 4-3&-'150-Ddens:ate Drain & Overflow. Size & Grade . . ........... ........... .. Access -Comb. Air -Return 'Air Vent -I 15 oullet -----,��Al'ti-C'Access'� PIatf*,o`rm-i`f"Fi'jrna-n-ce in Attic ... ........... .. ........ ... ------------ . ...... ....... ... ... Dat,:��- ard B-1 Date Card B-1 Date Card B-1 Date Card B -I Date FRAMII_Nr� (Plans) OK except t;'s ,is. P oper Material & Anchors .. ... ... ....... ... ... ... . 0. 1 Studs -Nailing. Spacing & Bracing- PlateS-SOU nd ........ Bean . ng .. W . a . 11 . s . ove . r . G . irde . rs . & . Floor'Nailing ...... ... . ............ ...... Draft Sto in Walls (rat proof) L43,41 -re Stops: Furred Ceilings- Stairs-Chases-TUb ;V.<eaders . & - Be . am . -Si ze . & B . e . a - r - in . g Nngle & Duplex) Date ,FRAMING (Continued) ers-Post Caps -Anchors -Connectors ------ --Clng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 7-FiTeplare -Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles d ar.. . -Sill Hgt. & Dimensions _��indows or Exiting Doors a ara rage Fire Protection Framing -'��Eirewall & Openings (50---,-S-�5ne T -Check Garage -3rd Story, 2 Exits ........... jf� c.1-r,--��.�t�h-Headroom-Rise-Run-Landing-Fire Protection L,5� plyv�oo��r� Roof Overhang -Attic Vents -Rafter Outriggers id,hy-i'diling Veneer tucco esh-Drip Screed -Fd. Vents-UnderfIr. Access ----------- --ing Area -Glass Protection- Skyl ights-Plastic --------- - - - e r��alj ailip qLts !ii0fr 11112gs 60. 1 filtratio - alls-Windows ---------------- ----------------------------------- - - — ------- "-Date Card B-1 Dat--� ' F �? r Card -13-112�L Date Card B-1 D a I e-4-1 & -? Date IFINALJR.1ans) OK except #'s (&<'Ext St6ps-Door & Sidelight Protect ion -Land i ngs ------------ ........... A�7: S�e D!!!ctor ---------- - - W"Furn ce-:Vents- learance-Comb. Air -Connector - I arage: Above Floor-Ducts-Mech. Protection --- -------- ------ ............. :.. -&oo m - Exiting ------------ .......... LRg- C -F 'I �th Fixtures & Tub Acc.ess-Spa Elec. Tr',rn '& Subp,nel: Breaker Sizes & Libels Rai's 6 . ........... I ...... ---------------------------- S ----------- �RrEpeoliace or Stove: Clea ra nces- Hearth ...... ..... C- -6- - -� ------------------- -- U t�e S at Wood Panel: Int. & Ext. ...... ...... ------------ - ---------- ��K�',�Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance --- -------- ,Le'El - -:-Outlets & Receptacles at Kit Counter ...... ... . Ga Fire Door: Swing - Landing -Close r A.0 , uct in Garage -Damper ... ............ ....................... - ------- . tr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. ...... .......... �� GAP16�-..�bo - ve F - too - r-Mech. - Protection ,F<,._EIec. & Mech. Equip. Listed for Location ...... -�tacle ------------------- di,��Rece s in Garage: (G.F.I.)-Romex Protection - ------------------------------ L In"lion-Foam-Looked in Attic 0 Yes -- ------------------------------- iio�.GuaroRios �.P!c k Const ruction -Post Caps ZL,F'dn. Vents & Crawl Hole Door -Drainage & Wo od-Earth Clearance Looked under Floor 0 Yes - -------- b -N ------- T -- Efr�- 80. Following ins ld�: Drive s o: Walks es 6 No: rnrj'6rS 0 Yes 0 N ro 11 1 --------------- - --- - - ------ �-C-Uni . t:.Disc - onne . c - I. I Electrical. Plumbing - - --- ---- ----------- 434-ents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ------- --------- '��ter'W'e'll:'Dis*co'n'nect.-Elec'trical.-Plumbing--------- I r oec., T,ri rm G -FA-. -R-ec-e-'p-1-a-cle-Underground - ------------------------------------- :�Ve��.,-161ron Throughout House --------------------- 4;--61�ap I is ions !rom Previous Inspections orr ... ... .. .... ... ... ----------------------------------- �1:76st-lvleters Tagged: Gas -Electric --- - --- ------------------------------------------------- aler Sewer Connected -C/O to Grade -HD Approval ------------------------------- ergy Compliance Certificate -Other Certificates ------- ---- ------------------------------------------- ate ............. Card_B-1 Car - ------------------- Da d �B 0001, Da: C,,,ird,0'1./' Date Card -B-1 Date Card B -I Date Card B-1 Comments. at Final ...... ... . . . COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville" California 95965 - Telephone (916) 5 PER/MNO. APPLICATION AND PERMIT Z 7 ASSESSOR PARCEL NUMBER 36-800-056 ZONIWAR BUILDINGPERMIT OWNER MARTIN FAMILY TRUST TELEPHONE SQ. Fr. OCC. BUILDING VALUATION R 99,040 OWNEWS MAILING ADDRESS 195 PARSONS LN 0R0VTLT-R_. M 11,808 CONTRACTOR'S NAME 'F�Ruum F_ HART mARTm TELEPHONE 217 CP 2,821 CONTRACTOR'S MAILING ADDRESS 195 PAIRSONS LN Q1RQVTT TE Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation J$ 109,669 Filing Fee $ 20.00 LENDER'S MUNG ADDRESS Permit Fee $ 6714 9n ARCHITECT OR ENGINEER LICENSE NO. - Plan Checking Fee $ 438 49 Energy Plan Checking Fee $ zi - no ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Penalty $ BUILDINGADDRESS 375 CRANE PERMITFEE $ 1-199-92 PLUMBINGPERMIT Filing Fee' 20.00 -A-11F, (201TILLF Each Trap 7.00 61-00 LOT NO. 491 su8D"TM'ft-Y AC -RES UNIT 3 PHASE 31 PARCEL MAP _9L Solar or heat pump water heater 23.00 - Water piping 15.00 1 c; nn USEOFSTRUCTURE SF 1� Duplex 0 Mobilehome 0 Other SPECIFY Each gas water heater or vent 15.00-1 1; r)() Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 1-S AA TYPE OF WORK New EK Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: 3 BEDROOMI S/F - - Mobile Home IS I G I W] (9-W 2 0. 0 0 PERMITFEE 143.00 Contractor ELECTRICAL PERMIT Filina Fee 2 0.'0 0 V OR LESS Main Service 8�000. OR LESS 23.00 23.00 Main Service 200A TO 1000A 46.00 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 -811 Lic. No. 1/ 3 4 7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 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. 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR so OR ADDNS. & ACC. BLDS. 3.5g! .- 84. 00 NEW CONST. MULTI -OUTLETS NON-RESID. BRANCH CIRCUIT @7.50 POWER us ( & SINGLEAOPUPATLREATT CIA OUTLET OR FIXTURES 20 @ 1.�_ Ex. Occup. ( BAL 0 .50 FIXED APPUNS. OR Ex. Occup. ( OUTUETS_ (RESID.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 127.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 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' compen�A$ion insurance carrier and policy number are: Carrier ::vArne MECHANICAL PERMIT Filing Fee 20.00 Heating 11 15.00 Cooling 15.00 Hood 6.5o 6.50 Ventilation PERMITFEE $ 56.50 Contractor Policy Number X -L-9- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - 0 Owner 0 Contractor 1&Agent An OSHA permit is required for excavati r 60" deep apd d I' ion or cgristruction of structures over 3 stor FR, ies in height. 31V yx ke_� S. Mobile Home Installation Fee Energy Inspection Fee Is 46.00 occ CONST. - TOTAL FEE $ 1,528.42 -_ 1% - HAZ. 1W ;h FLOOD Z CDF P C PD HD ISSU This permit is h`emWi3'sued under ii�ie ap le provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B I y D te 0/46 PERMITEXPIRESON 301�7 (DI.) ReceiptNo. 1'?_�'14_3 WHITE-D.D.S.-B.D. C -GOLDENROD PPLICANT_ COUNTY OF BUTTE BUILDING DIVISIONI'4-j�-;* DEPARTMENT OF DEVELOPMENt-t 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (91jp) 538-754i 747 Elliott Road, Paradise, CA - (916).872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter� or need additional explanation, pieasA contact this office immediately. 4/ Date -7/-2- Inspector REV 101d� t COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE --(§WNIfR PERMIT ITO. A routine inspection indicates that the following violations of Butte County Ordinances exist at 0 e the abo e address and should be corrected. Please notify this office when correction of work isco pleted. If you have any questions pertaining to this matter, or need additional explanation, pie se contact this office immediately. > Date AA,"�� Inspector REV Z �W � .4 5 C L4 e.A:= e�� -- — L� -q 4-D �—COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA (916) 872-6307 CORRECTION NOTICE M a 4 � A) 91,- 0-77S--- OWAIER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 6— Inspector REV 10/92 6 Z:� Date 6— Inspector REV 10/92 INSULATION CERTIFICATE BUTTELAND DEVELOPMENT - 375 CRANE AVENUE OROVILLE NUMBER AND STREET CITY BUTTE COUNTY SUBDIVISION DESCRIPTION OF INSULATION 1. ROOF MATERIAL THICKNESS (INCHES) 2. CEILING BATT OR BLANKET TYPE THICKNESS (INCHES) INSUL-SAFE III LOOSE FILL TYPE 668 CONTRACTOR'S MIN INSTALLED WEIGHT/FT2 LB LOT NUMBER BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) CERTAINTEED BRAND NAME 15.50 MINIMUM THICKNESS (INCHES) 38 MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESIST 3. EXTERIOR WALL WOOD FRAME TYPE BATT 'MATERIAL 6.25,3.50 THICKNESS (INCHES) EXTERIOR FOAM SHEATHING MATERIAL THICKNESS (INCHES) 4. RAISED FLOOR MATERIAL THICKNESS (INCHES) 5. SLAB FLOOR MATERIAL ' THICKNESS (INCHES) PERIMETER INSULATION DEPTH (INCHES) 6. FOUNDATION WALL MATERIAL THICKNESS (INCHES) CERTAINTEED BRAND NAME 19,13 THERMAL RESISTANCE (R-VALU BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGYEFFICIENCY STAPDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. SEPT 13,1996 2,3 (v VM24= DATE ITEM #'S '15AN HANSEN BRANCH MANAGER t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7541 7 County Center Drive - Oroville,' Califo�nia 95965 - Telephone (916) 5538-1 PE IT NC. A001 I(-AT1C)NANnPFRM1T — 3K -07-R, ASSESSOR PARCEL NUMBER TELEP-ONE — Pod, —0 zo"GA9. owNEA r BUILDINGPERMIT so. FT. OCC. I BUILDING VALUATION 7-V ^771 OWNER'S MAIUP43 ADDRESS TLLEP.ONE CONTRACTOR'S NAME L> CONTRACTOR'S h7 _�UAD Fir P1, 5, P7 loeoLl , I — __- OWN __�ONSTRucnON LENDER UN"OWN Fireplace Total Valuation S 9- FFiling Fee $ i �0.00 G ADDRESS Permit Fee 7 50 $ I 7 50 1 $ LICENSE NO. ARCHITECT OR ENGINEER Plan Checking Fee 1 PI C . g 1. Energy Plan Checking Fee ARCHITECT OR ENGINEERS mAjUrG ADDRESS Penalty I 155. 9 BUILDING ADDRESS _? y (-I PERMITFEE S PLUMBINGPERMIT Filing Fee 20.00 Each Trap I Cy 1 7.00 I PA P ACE — LOTNO./�q I SUB NSION"SNAME i on I -e-, a,14J__ LA4_Se__ Solar or heat pump water heater 23.00 Water piping 1 15.001/ -5-.00 USEOFST14UCTURE Each gas water heater or vent 15.00 bF ZDUP;ex (3 Other Gas piping system I - 5 outlets 15.001/ 00 Building sewer uu DO IS. LP0 OU TYPE OF WORK Mobile Home S G: W:: LE)20.00 New V'Addition 13 Remodel C3 uldlities 0. Ins-allation 0 Other 0 n r- Describe Work: k3 _e A,, -o -,t, 'S PERMITFEE 71 00 Con*ractor ELECTRICAL PERMIT Filinq Fee 1 2 Cio� Main Service "00v OR LESS 200A OR L- 23.00 >J'.0 Main Service 200A TO 1000A ST DWELLI� OR ADDPJS & AC__��BL'D'S'P' ) NEW 2ONST 61-1-1 13"TS AANC. C'�C E APPARATgR T!�� 01 IT, �r 46.00 T: 3. Sc @D7.50 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 'he Business and Professions Cocle. and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 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. 0 1. as owner of the property, am exclusively contracting with licensed contractors Ex. Occup. ( OUTLF7 091 FIXTURES . = FIXED AMLNS OR X. Occup.. OUTLETS iRESID I EA 4 1.00 :a - —, 5. w p 0 1 ice 23.00 Mobile Home Fa-c-il"ities— 20�O�� Wiring 23.00 PERMITICEE s to construct the project. nd Professions Code for this 0 1 am exempt under Sec. _. Business a reason WORKERS I COMPENSATION DECLARATION I hereby affirm under penalty of perjury one cf the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 o f the Labor Code. for the performance of the work for which this permit is issued. ed by Section 1 have and will maintain workers' compensation insurance, as requir mit is issued. 3700 of the Labor Code. for the performance of work for which this per My workers' compensation insurance carrier and policy number are: Contractor MECHANICAL PERMIT Filing Fee 20-00 Heating J� Cooling Hood 6.50 ___F T Ventilation PERMITIFEE S Contractor Mobile Home Installation Fee Carrier— Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($too) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California. and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code. I shall forthwith comply with those provisions. tor 0 Agent X Date Signature pi,cant - C Owner An OSHA permit is required for excavations o �er 5*C** oeep and demolition or construction �5 —c,,on e__ " C En -e -r- --i-ns—pe. -, Z L gy tion �e� 0C) En� y- n pe EiE� .0 c6__i� occ CC "T ;:;�iq t�FTOTAL FEE S D FECS P FLOOD CD ARC a 'y ne applicable ov�,sor T permit is h6�1&b i -sued under tne applicable provisions y of the Butte 0 y ode and/or Resolutions. 'co D -a indicated &4!Cbvf ��ch fee,, have been paid By Date of structures over 3 stories in heignt I PERMITEXPIRESON-.- ;ecpoiNo / FL37 _a__3 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,CALIFORNIA95965 -TELEPHONE (916)538-7541 ERMIT APPLICATION DATASHEET OWNER t. -r'7 fivia Proposed Building P. No. 1-3 -� - (e 0 Building Inspector A Date 12 At time of permit application, I was advised the following data must be submitted prior to permit processing and'lor issuance: DATE RECEIVED BY Iitelffis have been submitted ........... : ............ �419-ns, 3/4 sets, signed by preparer of plarlip'.' .......................... 6e>p0loomplete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. lukzvazardous Material Form . ......... ................................. nergy Design Compliance and supporting documentation ................... 7. Slat ment of Intent for Non -Heated and A/C Buildings ......................... ,,,Pat 8. Engineered truss details and layout in duplicate (required prior to plan check) . .... ,9. Mobilehome data and man facturer's installatio * e: Of $ A p ct fees as shown on attached schedule. ...... -of Forestry plan approva es I -. rcima llii4 1, lifornia Department - 13 Flood elevation letter (100 year flood) by Califor;niangaineer.'.' k�14* Sanitation and plot plan approval A0A pit Health Depa . rtment. ' 4-2r— 15. City of Chico plumbing permit .......... .............................. 16. Plot plan and business license approval from City of Biggs/Gridley . ............. 17. Planning, approval for (A) Use: (B) Parking: ......... 18. Contact Land Development about (A) Improvements (B) Drainage ............ 19. Driveway permit (construction approval required prior to occupancy) ............. . Irel,spection req est 20. Pre -inspection for required. to Building Inspectur Date) 4 0 ontractor's license information. (No., Name Style, Classification) . .............. W . Certificate of Workmans Compensation Insurance . .......................... &0 r -Builder Verification (Given to owner Mail to owne ene 1� r__ corffe d copy of Agricultural Acknowledgement Statement . .. .. 25. Letter of signature authorization . ........................................ 26. Popy of recorded deed of parcel creation and 60 right of way to a public road ...... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... ; .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ................................. % ....... 32. Plan check list . ..................................................... 33. 34. When you issue thekermit rocess as follows: Mail to owner. Mail to contractor. Telephone 334Y13 and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acrea e Applicant W/'- Date /9" Copy of Haz-Mat form sent Health Dept. Fire Dept. _ Air Pollution Date Copy of plans sent —Health Dept. _ Fire Dept. — Other Date By_ The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: ' (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _yL"phone — mail Counter by Date Contractor, designer, owner, was advised of above required data by _ phone njai I Plans checked by _ ��ter b Date Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER ff PROPOSED BUILDING USE 1. SCHOOL -DISTRICT FEES 6ro (paid at District Office) A.P. #,36 , go 0 DATE REC. # DATE REC j��2. SHERIFF FEES (paid at Building Division) -)-- Residential ....... x 1z -C /2 unit amt. Commercial (sq.ft.). x =$� 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x #units amt. Commercial (sq.ft.). . x sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES 1 $400.00 (paid at Building Division) �6 SRA FIRE INSPECTION AND -PLAN CHECK $89.00 (paid at Building Division) 97 WATER TENDER FEES (BATTALION # $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) // ( /574 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Buildin'g' Department No. A.P. Number 0 0 Jurisdiction: City County Property Owner Property Location/Addre'ss -325- 14 V Subdivison Lot No. 7 =Nt, Sq. Footage Residential Developr6ent MHl (Group R) Units �'Nb. -of Living Addition Commercial/Industrial New Addition 14" .- . t5maing Sq. F6otage (Including Exterior Roofed Areas) D`ao District Identification No. n,oj -School District certifies that (Applicdnt) 3 3 a-3 (Street Address) (Phone Number) s 1k (City) (State) (Zip Code) .has complied with the requirements of Resolution No. Ot 3 OVI - 61 by payment of$ representing V;_1 (0 C. --square feet. AB 2?,26 $ I PUT L MI FRULL MITIGATION $ (k School District Re�resehtative Date Paid by Check # Remarks: o% J-1 I Bank Number Paid by Cash 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) feeformmkl (11/94)dmm FRI- MARTIN FAMILY TRUST 195 PARSONS LN OROVILLE, CA 95966 Re: B.P.#96-0778 i6utti count, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 4/25/96 A. P. # 036-800-056 With reference to the above subject, attached is: 1XI Plan Check List I I Red Marked Calculations I I Red Marked Plans I I Other Action Required: X1 Comply With Plan Check List Resubmit Plans with Revisions As Required Retur-n-Alf Original Mat'erials and Revised Plans to the Buildin-o-Depa'rtment Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY Permit Applicant: MARTIN FAMILY TRUST Permit Numbrx: 96-0778 Amessor Panel Number: , 036-aOO-056 Date: 4/25/96 27ze above referenced buzAhng.plaw were reviewed by dus office Provide. ad&nonal informailon andlor make revisions. to plwzs, specificadons and cakuiadons asfollows: I. PLOT PLAN SUBMITTED SHOW FRONT OF HOUSE REVERSED AND BACK OF HOUSE THE SAME ORIENTATION AS ON PLANS. PLEASE SUBMIT'j_COPIES OF REVISED PLOT PLAN SHOWING CORRECT LAYOUT. IF YOU DO REVERSE ENTIRE- HOUSE ON*PLOT PLAN THAN YOUR ENERGY CALCS WOULD ALSO NEED TO Bf -REVISED. 2. SQUARE FOOTAGE FOR ENERGY NEEDS TO BE REVISED. I SPOKE WITH ENERGY CONSULTANT .AND HE.WILL RE -RUN CALCS. 3. 'TRUSSES YOU ARE USING FOR BEDROOM POP -OUT AREA ARE TO*BE ENGINEERED. CONSTRUCTION DETAIL OF COLUMN IS TO.,BE PROVIDED AND FOOTING SIZED FOR APPLIED LOADS'. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER LAND DEVELOPMENT n BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permftft. no - -(977? OWNERS I' / '�� A.P. — — e NAME: naLb- /a en NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION:– FLOOD ZONE: FLOOD MAP: Y915- 19 APPROVED: DEED INFORMATION: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP X' DATE OF CREATION: - DEED REFERENCE: LEGAL ACCESS PROVIDED: . YES NO LEGAL. ACCESS . REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: 71 e�r I., Acres I 'Phaja .1 MAP INFORMATION: DATE OF RECORDING 1 --Zen 'Z t9 JI/ LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED -PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline Of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100ft.leachfield setback 4. Maintain a _ ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number X 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. of the Butte County Fire Department. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in.one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8�Game at'91 6-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Orovilfe Area Traffic Mitigation Fee Agreement. Payment to be made to dw Pkwuzft Dhdskw. 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1'988 as amended. 19. If any cultural resources are encountered 'during ground disturbing activities, all work shail cease in the area of the find pi�nding examination of the site by a professional archaeologist. This person would then be able to assess the site sign .1 if . icance . a . nd 's-u"gg est appropriate -mitigation measures. 20. 21 22. 23. 24. 25 AI(IU ;Vd073A3(jGjVV7 7198 do AlIV1703 9661 Z 180 113A13,13,0 LO 9/95 - CAWP5 I \FORM S.K\BLDGPERM.CLR PERMIT NO 13-96 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966' 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BU I LDING SEWERS This verification form must be submitted to the.Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: MAY 06, 1996 Applicant: STANLEY K. KOLOMITSKY (FR IEDA E. HART MARTIN) Applicant Address: I Applicant Phone No.: Property Location (s): A. P. No. (s): PARSON LN, OROVILLE.) 343-4365 375 CRANE AVENUE. OROVILLE, CA 95966 COPLEY ACRES SUB*UNIT III PHASE 3 LOT# 49 036-800-056-0 Fees due: $475.00 LOAPUD CONNECTION FEES $900.00 SC�OR REGIONAL FACILITY CHARGE TOTALING $1,375.00. Application for service approved: LI�KE�6'RO-VILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: M Date: Lake Oroville Area Public Utility District release to close permit: Date: By: coumy or clum BUILDING DEPT MAY 0 7 1996 ReTWI m Y KL t &9oo—i VffFT PEDAF , AT CENTEPL-INff-I V #,4,9 1 Ht, Mz' if i AT 24'cc. 0 #4'5 AT Vcc #4'-5 AT 15'cc-I I (2- PIWPE);�TY L -INE F. -I e ik� 10 10C A.3,3142 tib ITI 0 P 4, F� -YA x". 60024T DACKF POWEL-5 AT 6'cc FPOVIPE PPAINA6E Alt CON TIN, XR I ON 0 1(21 C�S 0 T S -'N? — C A10 16 c. C. k LJN015TtRL3E0 6POLJNP PcIferfalls I wortnims9p noff we If, lz&g Accordance with Recognized Good Proct;ces ond of a quality prescribed for the Specified use in ih-- BUTM COE) TY Uniform Building, Plumbing & Mec6wicW Ceooift ww the.National Ele I'll allILDING DF-PARTMF-NY 12' 12'-1 T J U L 0 1 1996 APPROVED .361, 7- Ns 0 of plaft ana specitricatfons MUST rx n kept on 66 iob at all times a'd it is unlawful te i hoyj mate any changes or alterafions on samewit written perm.ission from the Department of Nh�,, go Works, County. of Butle, !74 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RETAINING WALL DESIGN Page --------------- DESCRIPTION >> T_ ------ ---------------------------------- ; TIE- -1-W, W I tJ C. UJ & t L ft >> A-50 N k -r STE- NA FOOTING DATA ------------------------- ---------- SOIL DATA TOE WIDTH ------- VERTICAL LOADS ---------- ALLOWABLE BEARING 1,500/psf AXIAL DL ON STEM pif ACTIVE LATERAL 30.0/pcf AXIAL LL ON STEM plf ..... MAX PRESS. pc'f ... ECC(Toward Toe='+')= in ***** SLOPE PRESS. pcf Addll Force Required BACKFILL SLOPE :1 SURCHARGE OVER TOE psf (horiz:vert,O=Level) SURCHARGE OVER HEEL psf PASSIVE PRESS. 200'/pcf ... RESISTS OVERTURNING ? f1c SOIL DENSITY 100,pcf Toe Y y/n SOIL HT OVER TOE in Heel Y y/n --------- LATERAL LOADS --------- - ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD lbs STEM ABOVE SOIL psf LOAD ECCENTRICITY in ADD'L LATERAL LOAD = plf TOP OF FTG TO START = ft TOP OF FTG TO END ft -------------------------- WALL & RETAINED HEIGHT 5 ft' WALL HT. ABOVE SOIL 0.5 ft KEY DEPTH 10 KEY WIDTH 12 KEY DIST TO TOE 1.00 ----------------------------- Pressure @ Toe 794 Pressure @ Heel 153 Allowable Press. 1,500 Ecc. of resultant 4.06 FOOTING WIDTH ft FTG. CL TO WALL ft VERT. POSITION OF FTG. 540 ... Above/Below:[+/-]= ft SPREAD'FOOTING ? Y y/n FOOTING DATA ------------------------- 336 TOE WIDTH 1.5 ft HEEL WIDTH 1.5 ft in Total Width 3.00 ft in ft THICKNESS 12 in SUMMARY -------------------------------- psf Factors of Safety: psf overturning 2.54 psf Sliding. 1.54 in Max. Shear @ Toe 6.08 psi Allow. Ftg Shear '85.00 psi Max Shear @.Heel -0.25 psi ------------------------- -------------------------------------------- ------ SLIDING CHECK ------ Lateral Pressure 540 lbs FTG/SOIL FRICTION 0.35 - Passive Pressure 336 lbs SOIL TO NEGLECT in - Friction 497 lbs Factor of Safety 1.54 ------ Addll Force Required lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. --- Toe-- --Heel-- f1c = 2,500 psi By,ACI.Eq. 9-1 psf= 11112 214 Fy = 40,000 psi. Mu -'Upward ft-#= 11082 Min. As Percent = 0.0014 Mu - Downward ft-#= 236 316 OM * IT SP UNDER HEEL? Y y/n Mu - Design ft-#= 846 (316) -------- :-- Rebar Choices -------- One-Way Shear: -- Toe Heel Actual Psi= 6.1 0.3 # 4 16.81 in o.c. 15.04 Allowable psi= 85.0 85.0 # 5 26.05 if 23. -31 - Cover over Rebar in= 3.50 2.50 # 6 @ 36.97 33..08 ,'d,' in.= 8.50 9.50 # 7 @ 48.00 .45.11 Ru = Mu/bd A 2 psi= 13.0 3.9 # 8 @ 48.00 48.00 # 9 @ 48.00 48.00 #10 @ 48.00 48.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - RETAINING - - - - - - WALL - - - - - - - - - DESIGN - - - - - - - - -7 - - - - - - - - - - - - - - ------------------------------------------------------------------------ #11 @ 48.00 it 48.00 --------------------------- STEM DESIGN ------ -------------------------- < ----------- Stem Sections ------------- > Top . . . . . . . . . . . . . Bottom WALLTYPE ....... -------------------------------------- 1:Mas,2:Conc,3:Not Used 1 , 1 1 1 1 DESIGN HEIGHT ABOVE FTG. 4 3 2 1-- ft REBAR: O:Cntr,l:Edge ? /d/ FOR DESIGN 3.75 3.75 3.75 3.75 3.75 .DESIGN DATA .......................................................... THICKNESS (nominal) 8 8 8 8 8 in REBAR SIZE # 4 4 4 4 4 REBAR SPACING 16 16 16 16 8 in' Lateral Load @ Section I 15 60 .135 -2-4-0 375 # Moment. ... Actual 5 40 135 32i� 625 ft-# Moment .... Allow. 521 521 521 5 21_. 652- ft-# Shear ..... Actual 0.2 0.7 1.5 2._._6) 4.1 psi Shear ..... Allow. 19.4 19.4 19.4 19.4 19.4 psi .... Interaction Result 0.010 .0.077 0.259 0.614 0.958 Wall Weight 78.0 78.0 78.0 78.0 78.0 psf n : Modular Ratio 25.78 25.78 25.78 25.78 25.78 Rebar Embed Length 12.00 12.00 12.00 12.00 6.00 in .MASONRY STEM DATA ................................................. ... -. f1m 1,500 1,500 1,500 1,500 1 , 50 ; psi Fs 24,000 24,000 24,000 24,000 24,000 Psi ALL CELLS GROUTED ?Y Y Y Y Y y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA ................................................... f1c 3,000 3,000 3,,000 3,000 3,000 psi Fy 60,000 .60,000 60,000 60,000 60,000 psi - ------ SUMMARY OF FORCES & MOMENTS ------------------------------------ <-Overturning moments-><- Resisting Moments -> origin of Force: # ft ft-# ------ # ------- ft, ------- ft-# ------- ---------------- ------- Active Soil Press. 540.0 ------- 2.00 1080 Soil over Heel 416o7 2.58 1076.3 Soil over Toe -15.0 0.33 -5. 01 A 0 ; I A Umm I W&I-- W Adjacent. Ftg. Load Surcharge Over Heel Surcharge over Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts.. 429.0 1.83 786..5 Added Lateral Load Footing Weight 450.0 1.50 674.99 Key Weight 125.0 1.50 187.49 Vertical Component of Active Pressure Totals 525 1075 1420.7 2725.3 -------- ------- ------- ------ Resisting Totals Used For Soil Pressure = 1420.7 2725.3 -------------------------------------------------- RETAINING . WALL DESIGN -------------------------------------------------- (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- Top . -------------------------------------- . . . . . . . . . . . . Bottom IN' multiplier 750 , 750 750 750 750 Center Id' Modifier 1.00 1.00 1.00 1.00 1.00 Edge Id' Modifier 1.00 , 1.00 1.00 1.00 1.00 Wall Wt. Multiplier 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt,: 2 2 2 2 2 4' Re -m i m i wc, WA-u- F3 X I(, (,fAO VEPT );�EDAF A T GEN TEFL -INE #4'q HOFIZ - AT 24cc #4',5 AT 16'cc #4',5 AT /5cc ON1915TOKDED 6POUNO bUTTP- COUNTY, JUILDING DF-PARTMF-Nl APPROVEQ COMPAr,,T DACKFI� #4 6,CC /0, ffOPB�TY L -INE — 2 4'MINIMUM LA5C A,3314.2 CS F -C, '30i 61. -Z 5 AT MOVIOE -N?A OPAINA-67E P. I Cok-1- � (5) #4'5 CONTIN, J9 NOTE. ---All WaferTals &' WortmamMp 15w Be" 6 Accordance wifh Recognized Good* Prac+,ces and of 0 uic- in fke Uniiorfn sui.-Jiing, Plumbing & Mec4uwi" QQAu gwd ----- ------------------------------------------------------------------- RETAINING WALL DESIGN Page ------------------------------------------------------------------------ DESCRIPTION >> ---------- SOIL DATA ------------ ALLOWABLE BEARING 1,500 psf ACTIVE LATERAL 30.0 pcf ... MAX PRESS. pcf ... *.SLOPE PRESS. pcf BACKFILL SLOPE :1 (horiz:vert,O=Level) PASSIVE PRESS. 2.00 pcf SOIL DENSITY 100 pcf SOIL HT OVER TOE in --------- LATERAL LOADS --------- LATERAL LOAD ACTING ON STEM ABOVE SOIL psf ADDIL LATERAL LOAD =� plf TOP OF FTG TO START- ft TOP OF FTG TO END ft -------------------------- WALL & RETAINED HEIGHT 4 ft' WALL HT. ABOVE SOIL 0.5 ft KEY DEPTH 6 KEY WIDTH 12 KEY DIST TO TOE 0.75 --------------------- ------- Pressure @ Toe 682 Pressure *@ Heel 146 Allowable Press. 1,500 Ecc. of resultant 3.24 --------- VERTICAL LOADS --------- AXIAL DL ON STEM plf AXIAL LL ON STEM plf ... ECC(Toward Toe='+')= in SURCHARGE -OVER TOE ------ psf SURCHARGE OVER HEEL Pressure psf ... RESISTS OVERTURNING ? FTG/SOIL FRICTION 0.35 Toe Y y/n Heel Y y/n ------- ADJACENT FOOTING --------- 362 VERTICAL LOAD. Factor of Safety lbs LOAD ECCENTRICITY in FOOTING WIDTH ft FTG. CL TO WALL ft VERT., POSITION OF FTG. lbs -------------------------- ... Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n FOOTING DATA ------------------------- = 2,500 TOE WIDTH 1.25 ft HEEL WIDTH 1.25 ft in Total Width 2.50 ft in ft THICKNESS 12 in SUMMARY -------------------------------- psf Factors of Safety:. psf overturning 2.63 P.�f Sliding 1.57 in Max. Shear @ Toe 3.52 psi Allow. Ftg Shear 85.00 psi Max Shear @ Heel psi ---------------------------------------------------------------------- ------ SLIDING CHECK ------ Lateral Pressure 375 lbs FTG/SOIL FRICTION 0.35 - Passive Pressure 225 lbs SOIL TO NEGLECT in - Friction 362 lbs Factor of Safety 1.57 - ------ Addll Force Required lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. --- Toe-- --Heel-- f1c = 2,500 psi By ACI Eq. 9-1 psf= 955 204 Fy = 40,000,psi Mu - Upward ft-#= 648 Min. As Percent = 0.0014 , Mu - Downward ft-#= 164 131 OM * IT SP UNDER HEEL? . Y y/n Mu - Design. ft-#= 484 (131) --------- Rebar Choices -------- ' One-Way Shear: -- Toe Heel Actual psi= 3.5 4 @ 16.81 in o.c. 15.04 Allowable psi= 85.0 85.0 # 5 @ .26.05 23.31 Cover over Rebar in= 3.50 2.50 # 6 @ 36.97 33..08 Id' in= 8.50 9.50 # 7 @ '48.00 45.11 Ru = Mu/bd A 2 psi= 7.4 1.6 # 8 @ 48.00 48.00 # 9 @ 46:00 48.00 #10 @ 48.00 48.00 ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - RETAINING - - - - - - - WALL - - - - - - - - DESIGN - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------------------------------- #11 @ 48.00 48.00 --------------------------- STEM DESIGN -------------------------------- < ----------- Stem sections ------------- > Top . . . .. . .. . . . . . . . Bottom WALLTYPE ....... -------------------------------------- 1:Mas,2:Conc,3:Not Used 1 , 1 1 1 1 DESIGN HEIGHT ABOVE FTG. 4 3 2 1 ft REBAR: O:Cntr,l:Edge ? Id' FOR DESIGN 3.75 3.75 3.75 3.75 3.75 .DESIGN DATA ....... * .................................................... THICKNESS (nominal) 8 8 8 8 8 in REBAR SIZE # 4 4 4 4 4 REBAR SPACING 16 16 16 16 8 in Lateral Load @ Section 15 60 135 240 # Moment .... Actual 5 40 135 t-# Moment .... Allow. 521 521 521 521 -��52,/,t-# Shear ..... Actual 0.2 0.7 1.5 2 6 Shear ..... Allow. 19.4 19.4 19.4 19.4 19:4 psi .... Interaction Result -0.010 0.077 0.259 0.491 Wall Weight 78.0 78.0 78.0 78.0 78.0 psf n : Modular Ratio 25.78 25.78 25.78 25.78 25.,78 Rebar Embed Length 12.00 12.00 12.00 12.00 6.00 in .MASONRY STEM DATA ............................ f1m 1,,500 11500 1 500 1r500 00 5;90 Fs 24,000 24,000 24,000 24 r 000 241, p�si (,��4,�00 ALL CELLS GROUTED ?y y y y y y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA ....................................................... f1c = 3,000 3,000 j,0010 3,000 3,0,Q��psi Fy = 60,000 60,000 60,000 6 0 , 0 0 0,- '60 10 C�Q s__1 ------ SUMMARY OF FORCES & MOMENTS ---------- -------------- ------------- <-Overturning Moments-><- Resisting Moments origin of Force: # ; ft ft-# # . ft ------- ft-# ------- ------ ----------- ------- Active soil Press. 375.0 ------- 1.67 ------ 625 ------- Soil over Heel 233.3 2.21 515.27 soil over Toe 0.33 -5 gi r% pri cni i (a waai k, Adjacent Ftg. Load Surcharge Over Heel Surcharge over Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. _7 351.0 1.58 555.75 Added Lateral Load Footing Weight 375.0 1.25'468.74 Key Weight 75.0 1.25 93.749 Vertical Component of Active Pressure Totals 360 620 1034.3 -------- ------- ------- ------ Resisting Totals Used For soil Pressure 1034.3 1633.5 ------------------------------------------------------------------- RETAINING WALL DESIGN ------------------------------------------------------------------------ (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- Top . . . . . . . . . . . . .. Bottom -------------------------------------- IN' Multiplier 750 750 750 750 750 Center Id' Modifier 1.00 1.00 1.00 1.00 1.00 Edge Id' Modifier 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 SPECIFICATIONS FOR MASONRY RETAINING WALLS 1) CONCRETE f'c = 2500 psi at 28 days. 2) REINFORCING ASTM . A615,GRA� 40MINI LIM 3) BLOCK Grade N, fm = 1500 psi at 28 days 4) GROUT f'c = 2500 psi at 28 days 5) MORTAR Type S, 1800 psi at 28 days 6) LAP SPLICES 20" Minimum lap. 7) BACKFILL Backfill to be non -expansive, granular material.' tsUTTE COUNTY 3UILDING DP-PARTMP-NI --APPROVED C(IT ,_ 9 opq 17 Ito, C9 L;:_--t.� FROM :-MOONEY ENG PHONE NO. 916 533 2131 Jul. 09 1996 08:24AM PI A97 N' gg�ov , V_,en_tc)c,6. ---------------------- ------------- RETAINING WALL DESIGN Page -------------------- --- ----- A ------- 3 ---------------- DESCRIPTION >> >> AX. -M+ ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING 1,500 psf AXIAL DL ON STEM plf ACTIVE LATERAL 30.0 pef AXIAL LL ON STEM plf ..... MAX PRESS pcf ... ECC(Toward Toe=f+P.)= in .....SLOPE PRESS. pcf BACKFILL SLOPE :1 SURCHARGE OVEk'T6E psf (horiz:vert,0=Level) SURCHARGE OVER HEEL psf PASSIVE ' PRESS. 200 pcf ....RESISTS 6vERT'URNING ? SOIL DENSITY 100 pcf Toe Y y/n SOIL HT OVER TOE in Heel Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD The STEM ABOVE SOIL psf LOAD ECCENTRICITY in FOOTING WIDTH ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL ft TOP OF FTG TO START = ft VERT. POSITION OF FTC. TOP OF FTG TO END ft ... Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n -------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT 5 ft TOE WIDTH 1.5 ft WALL HT. ABOVE SOIL 0.5 ft HEEL WIDTH 1.5 ft KEY DEPTH 10.in Total Width 3.00 ft KEY WIDTH 12 in KEY DIST TO TOE 1.00 ft THICKNESS 12 in ----------------------------- SUMMARY -------------------------------- Pressure @ Toe 794 psf Factors of safety: Pressure @ Heel 153 psf Overturning 2.54 Allowable Press. = 1,500 psf Sliding 1.54 Ecci of resultant = 4.06 in Max. Shear Toe 6.08 psi Allow. Ftg Shear 85.00 psi M , ax Shear Heel -0.25 psi ---------------------------------------------------------------------- ------ SLIDING CHECK ------ Lateral Pressure 540 The FTG/SOIL FRICTION 0.35 - Passive Pressure 336 lbs SOIL TO NEGLECT in - Friction 497 lbs Factor of Safety 1.54 ------- Addll Force Required lbs --- ---------------------- FOOTING DESIGN ------------------------- ; ------- Soil Press. Mult. ---Toe-- --Heel-- f1c = 2,500 psi By ACI Eq. 9-1 PSf= 1r112 214 Fy = 40,000 psi Mu - Upward ft-#= 1,082 Min. As Percent = 0.0014 Mu - Downward ft-#= 236 316 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 846 (316) --------- Rebar Choices -------- One-Way Shear: -- Toe Heel Actual psi= 6.1- 0-3 # 4 @ 16.81 in o.c. 15.04 Allowable psi= 85.0 85.0 # 5 @ 26-05 11 23.31 Cover over Rebar in= 3.50 2.50 # 6 @ 36.97 11 33'08 Id' in= 8.50 9.50 # 7 @ 48.00 45 11 Ru = Mu/bdA2 - psi= 13.0 3.9 # 8 @ 48.00 11 48:00 # 9 @ 48.00 ft 48.00 #10 @ 48.00 it 48.00 FROM MOONEY"ENG PHONE NO. 916 533 2131 Jul. 09 1996 08:25AM P2 __.; -------------- ---------- -------------------------- --------------------- RETAINING WALL DESIGN - ------------------------------------------------------------------------ q22 #11 @ 48.00 48.00 --------------------------- STEM�DESIGN ------------------------- ----------- Stem Sections ------------- Top . . . . . .. . . . . . . . Bottom, WALLTYPE ....... . -------------------------------------- I:Masr2:Conc,3:Not Used DESIGN HEIGHT ABOVE FTG. 4 3 2 ft REBAR: O:Cntr,l:Edge ld' FOR DESIGN 3.75 3.75, 3.75 '3.75 DESIGN DATA ..... ......................................... THICKNESS (nominLj-!--.t 8 8 8 in REBAR SIZE 4 4 4 4 4 REBAR SPACING 16 '16 16 16 8 in Lateral Load @ Section 15-" .60 135- 240 .375 Moment .... Actual 5 40 135 320 625 -ft-# Moment....Allow.i 521- 521 521 521 652 ft-# Shear.....Actual 0.2 0.7 1-.5 2.6 4.1 psi Shear.....Allow.., 19.4 19.4 19.4 19.: .... Interaction Result .0-010 0.077 0.259- 0 61 (0.958_-.) 0 Wal ' 1 Weight '78.0 78'.0 78'.0 i8.0 _-7U7.-�Tpsf n s. Modular Ratio 25.78 '25.78 25.78 2,5 Rebar Embed Length 12-00 12.00 12.00 J, 4k 2 5. 7 8 (12.00) 6.00 in -MASONRY STEM DATA ........................... f1m 1,500 .1,500 Soo 1 500 Fe "00 204FOOO 20,000,20,000 20,000 psi ALL CELLS GROUTED . ................... - Y - y7n USE SPECIAL INSP. N N N N N y/n ,Load Duration Factor 1. 00 1.00.- 1.00 1.00 1.00 in, .CONCRETE STEM DATA ............................ 0.0 ............. f1c '3,000 3,060 3,000 - 3,000 -.3,000 osi Fy 60,000 60rOOO 60,000. 60,,000 60,000 psi. ------- SUMMARY OF FORCES & MOMENTS ---------------------------------- <-Overturning moments-><- Resisting Momeints" -> Origin of Force: # ft -ft--# # ft f t*-# ---------------- -------- �__T ---- ------- ------- ------- ------- Active Soil Press., 540.0 2.00 Soil over Heel 416.7 2.58 1076.3 Soil over Toe -15.0 0.33. 75 Sloped Soil @ Heel Adjacent Ftg. Load Surcharge Over Heel Surcharge:over Toe Axial Load on wall Load @ Proj.�Wall Averaged Stem Wts. 429.0 1.63 786.5 Added.Lateral,Load - -_ . . 4 - Footing Weight 450.0" 1.50 674.99 Key Weight 125.0 1.50'187.49 Vertical*Component of Active Pressure ------- ------- - Totals 525 1075 1420.7 2725.3 ------- ------- ------- - Resisting Totals Used For Soil Pressure 1420.7 2725.3 FROM MOONEY ENG PHONE NO. : 916 533 2131 Jul. 09 1996 08:25AM P3 --------- ---- ------ RETAINING WALL DESIGN ------------------------------------------------------------------------ (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- Top . . . . . . . . . . . . . Bottom -------------------------------------- 'N' Multiplier 750 750 750 750 750 Center Id' Modifier 1.00 1.00 1.00 1.00 .1.00 Edge 'd' Modifier 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier 1.00 1.00 1.00 1.00 1.00 Type:. 1=LtWtf2=MedWt,3=NrmWt: 2 2 — 2 2 14 UNIFORM BUILDING en a marquee and the curb liet e property line to the curb line' nent below. property line to th curb line e below. e listance from the property line - the direction of the street. s measured vertically from it' s e marquee projects more than shall not exceed 9 feet (274J3 property line to the curb line. e building and constructed of �e V construction, may be of skylight, provided glass sky - Plastic skylights shall comply )uts which shall conduct any iot to interfere with the opera- Fays or exits from the building F a building, s but may have combustible �sible. Awnings in any config- more than 7 feet (2134 mm) rer than 2 feet (6 10 mm) to the le awning extend over public to the nearest curb in front of et (2438 mm) above any pub- ibove the roof of the awning at the clow the roof of the awning at the n 7 feet (2134 mm) in height above olic property. Other doors, ei- 305 mm) beyond the property oermitted. 3301-3302 1994 UNIFORM BUILDING CODE Chapter 33 SITE WORK, DEMOLITION AND CONSTRUCTION SECTION 3301 — . EXCAVATIONS AND FILLS ru 3301.1 General. Excavation or fills for b ui Idings. or structures shall be so const ctedorprotect d that*they do not endanger life or_prope-rty unit vertical in 2 units horizontal (50% Slopes for permanent fills shall not be steeper than I slope). Cut slopes for permanent excavations shall not be steeper than I unit vertical in 2 units hori- zontal (50% slope) unless substantiating datajustifying steeper cut slopes are submitted. Deviation 'soil from the foregoing limitations for cut slopes shall be permitted only upon the presentation of a investigati ' on report acceptable to the building official. t to any building or structure unless such No fill or other surcharge loads shall be placed adjacen thstanding the additional loads caused by the fill or surcharge. building or structure is capable of wi Existing footings or foundations which may be affected by any excavation shall be underpinned adequately or otherwise proiected against settlement and shall be protected against lateral move- ment. For footings on adjacent slopes see, Section 1806.4. shall be placed in accor- Fills to be used to support the foundations of any building or structure ice. A soil investigation report and a report of satisfactory dance with accepted engineering pract 0 placement of fill, both acceptable to the building official, shall be submitted. Where applicable (see Section 101.3), see Appendix Chapter 33 for excavation . and grading. 3301.2 Protection of Adjoining Property. The requirements for protection of adjacent propert and depth to which protection is required shal is 3R, ri P[eta-,1i—ngfaw. —Where not detined LL��on to be made to a a' ______Fin_g(6'r ca -using an excavati Syla EtH person ma tile fl) co;nno 5 1� K -Y: y ' so that the soil of depth of 12 feet (3658 mm) or less below the grade shall protect the excavation ..... .. . ..... I . .. ...... .. ....... .. ...... ............ ......... P, of underpinnine adjoining property will not cave in or settle, but shall not beT351 t le C)"Pirns 7ffl—r— o—r e-x—te-n ig itTe7oundatiorn of buildings on adjoining properties when the excavation is not in ex )mmencing the excavation, the person making or caus- ess of 12 feet (3658 trim) in depth. Before c( a --ldings noNess than c ining but ing the excavation to be made shall nc7tty in �wrlti�g �te :6�w:n rs �? ade and that the adjoining 10 days beroreSULA I C;A� is to be made that me excavation is to be builclings snouiu uc p1v-- jes shall be given access to the excavation for the purpose of The owners of the adjoining propert protecting such adjoining buildings. ade exceeding 12 feet (3658 mm) in depth Any person making or causing an excavation to be in below the grade shall protect the excavation so that the adjoining soil will not cave in or settle and ation of any adjoining buildings below the depth of 12 feet (3658 mm) below shall extend the found sing or making the excavation. The owner of the adjoining grade at the expense of the person cau ildings to a depth of 12 feet (3658 mm) below grade buildings shall extend the foundation of these bu at such owner's expense, as provided in the preceding paragraph. SECTION 3302 — PREPARATION OF BUILDING SITE All stumps and roots shall be removed from the soil to a depth of at least 12 inches (305 mm) below the surface of the ground in the area to be occupied by the building. All wood forms which have been used in placing concrete, if within the ground or between foundation sills and the ground, slial I be removed before a building is occupied or used for any pur- pose. Before completion, loose or casual wood shall be removed from direct contact with the ground under the building* 1-381 APPENDIX CHAPTER 33 1994 UNIFORM BUILDING CODE 1994 UNIFORM Bl. EXCEPTION: The building official may Permit placement of larger rock when the soils engineer proper- ly devises a method of placement, and continuously inspects its placement and approves the fill stability. The following conditions shall Swales or ditche also apply: 1. Prior to issuance of the grading permit, potential rock disposal areas shall be delineated on the grading plan. reinforced concrel shall have a minirn 2. Rock sizes greater than 12 inches (305 mm) in maximum dimension shall be 10 feet (3048 mm) or more below grade, measured vertically. 5 feet (1524 mm). A sin le run of 9 3. Rocks shall be placed so as to assure filling of all voids with well -graded soil. square feet ( 1254.: 3313.4 Compaction. All fills shall be compacted to a minimum Of 90 percent Of maximum densi- ty. 3315.3 Subsurfa( necessary for stabi 3313.5 Slope. The slope of fill surfaces shall be no steeper than is safe for the intended use. Fill slopes Shall be no steeper than I 3315.4 Disposal. drainage way appr unit vertical in 2 units horizontal (50116, Slope). deposit such water! SECTION 3314 — SETBACKS nonerosive downd 3314.1 General. Cut and fill slopes shall be set back from site boundanies in accordance with this section. Setback dimensions Building pads st unless waived by t shall be horizontal distances meas ured perpendicular to the site boundary. Setback dimensions shall be EXCEPTH as shown in Figure A-33-1. 3314.2 Top of Cut Slope. throughout the 1. No The top Of cut slopes shall not be made nearer to*a site boundary line than one fifth of the vertical height of cut with a minimum of 2 feet (610 feet prop( .2. No prop( mm) and a maximum of 10 (3048 mm). The setback may need to be increased for any required interceptor drains. _��314.3 Toe of Fill Slope. The 3. Noexisti slope), have a i toe of fill slope shall be made not nearer to the site boundary line than one half the height of the slope with a minimum of 2 feet 3315.5 Intercepto (610 mm) and a maximum of 20'feet (6096 mm). Where afill slope is to be located near the site boundary and the adjacent off-site erty is developed, slopes where the tri than 40 feet( 12 19: prop- special precautions shall be incorporated in the work as the building official deems necessary to protect the adjoining of 3 inches (76 mm property from damage as a result of such grading. These precautions may include but are not limited to: inches (305 mm) an 1. Additional setbacks. the drain. The slopi 2. Provision for retaining or slough walls. SECTION 3316 — 3. Mechanical or chemical treatment of the fill slope surface to minimize erosion. 3316.1 Slopes. Th 4. Provisions for the control of surface waters. erosion. This contri 3314.4 Modification of Slope Location. The building official may approve alternate setbacks. The building official may require an investigation stalled as soon as pr to erosion due to th and recommendation by a qualified engineer or engineering geologist to demonstrate that the intent of this section has been satisfied. 3316.2 Other Dei methods shall be er SECTION 3315 — DRA INAGE AND TERRACING 3315.1 General. Unless otherwise indicated on the approved grading plan, drainage facilities and terracing shall conform to the SECTION 3317 — 3317.1 General. Provisions of this section for cut or fill slopes steeper than I unit ver'ti- cal in 3 units horizontal (33.3% slope). by the building offic 3315.2 Terrace.- Terraces at least 6 feet (1829 min) in width shal I be established at not more than 30 -foot (9144 mm) veriical intervals engineer, soils engii dance with Section: on all cut or fill slopes to control surface drainage and deUris except that where 6nlycihe terrace is required, it shall be at midheight. Forcutorfill slopes greater than 60 feet (.18 288 niiii) i6d 6 lar grading.. . 3317.2 Civil Engin -up o 120 feet (36 576 mm) in vertical height, one terrace at approxi- mately midheight shall. be 12 fe . . q (3658 min) in width. Terracti widths .- neer's. area of techni SIOP769 greater and spacing for cut and fill than 1'20 feet (�6 576 mm) in height shall be de§igned by -the menfof line, -grade civil engineer and ap- proved by the building official. Suitable access shall be provided to during the' course ol maintenance. permit proper cleaning and 3317.3 Soils Engin 1-514 neer's area of techn -174�", f J, V A! S; -OT 'A 41 -14 I IV, ViAc zS r i i 7ill :71 71 N SUILDING DF-PARTMENT :MENTS TO Oe III-Ar"VE ;KLL SiTr,- Rr'QUIREMENT& I&S PER D -P -W V JJI AIV 9-(A4. aAA:A6Lr :30 Location, of ctuees e�Uiprrient sir all be as thom 'dear;'Of all asemonL% tSU I -T6 COUNlY SUILDING DF-PARTMENT :MENTS TO Oe III-Ar"VE ;KLL SiTr,- Rr'QUIREMENT& I&S PER D -P -W V