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HomeMy WebLinkAbout030-230-085Butte County Department of Development Services COPY • TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATION * BUILDING * PLANNING January 26, 2006 Occupant 173 Gold Country Lane Oroville, CA 95965 RE: Formal Warning Notice Butte County Code Violation Address: 173 Gold Country Lane, Oroville AP# 030-230-085 Dear Occupant; Through our courtesy notice on December 19, 2005, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the following specific violations: 1. The accumulation of junk in public view. 2. The keeping of junk and. inoperable vehicles in public view. Your failure to eliminate the stated 'violations is cause for the issuance of this formal warning notice. This is notice that as of this date, our records indicate that the following violations to the Butte County Code still exist: • Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. • Butte County Code, Chapter 24, Section 24-95 - The AR (Agricultural -Residential) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the AR zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed Junkyard location or not, from storing junk in public view. rA Occupant AP# 030-230-085_ January 26, 2006 Page 2 The determination that this violation exists on the property is based on the following definition in the Butte County Code: • Butte Countv Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. Butte County Code, Chapter 24, Section 24-305.370 - Rubbish. "Rubbish" shall mean all nonputrescible solid wastes, combustible, or noncombustible, including, but not limited to, paper, cardboard, yard clippings; grass, ashes, wood, bedding, crockery, glass, metal and other similar materials, excepting compost boxes. Butte County Code Chapter 24 Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24- 305.240. 2. Remove all inoperable/junk vehicles from the property. This is your final wamin . Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises, the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please 'contact me at the address or telephone number listed above. Sincerely, Occupant AN 030-230-085 January 26, 2006 Page 3 Wendy Jones Code Enforcement Officer WJ:ajf cc: Department of Development Services, Building Division PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte; I am, and was at the 2 time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within 3 action. My business address is Department of Development Services, Building Division, 7 County 4 Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for 5 collection and processing of correspondence/documents for mailing with the United States Postal 6 Service and that said correspondence/documents are deposited with the United States Postal Service 7 in the ordinary course of business on the same day. .8 On January 26, 2006, I served the foregoing 10 Day Notice on the person(s) named below q by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, 10 addressed as indicated below, and by placing said envelope. 11 12 In the appropriate place within the Department of Development Services where 13 mail is collected for mailing with the United States Postal Services on.the same 14 day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Occupant 17 173 Gold Country Lane Oroville, CA 95965 18 19 I declare under penalty of perjury under the laws of the State of California that the foregoing 20 is true and correct and that this declaration was executed on January 26, 2006, at Oroville, 21 California. 22 23 Alise J. Foots Office Assistant 24 25 26 27 28 L'/ LAND DEVELOPMENT BUILDINGfl%-�1�MON07E X M � f - PERMIT CLEARANCE swiwng Permit No. OWNERS A.P. (n� NAME:Yi�� NUMBER: '3d— r) 3 —XS— PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: R S FLOOD ZONE: X FLOOD MAP: 3¢S R APPROVED: CONDMONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: _<er r Z 3 r l y 4 DEED REFERENCE: /4-4 4 02 6"g LEGAL ACCESS PROVIDED: _� YES NO LEGAL ACCESS REQUIRED: _� YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: �_ YES NO COMMENTS/CONDITIONS: 41' C oc MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES 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 DMS/ON 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 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of S to Battalion Number of the Butte County Fire Department. 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. _ 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 & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of S as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to dw Abri*V DhftidO- _ 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. _ 1.5. 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 II 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 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site. significance and suggest appropriate mitigation measures. 20. 21. 22. 23. 24. 25. AIO 1N3IW013A30 ONVI 3111"IS J0 &1Nf100 9661 £ l 8VW ©3A6333H LD 9/95 - CAWP51\FORMS.K\8LDOPERM.CLR Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATIONBUILDING' PLANNING January 26, 2006 Qy GO Tom Sneed 2151 12`x' Street Oroville, CA 95965 RE: Formal Warning Notice Butte County Code Violation Address: 173 Gold Country Lane, Oroville AP# 030-230-085 Dear Tom Sneed; Through our courtesy notice on December 19, 2005, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the following specific violations: -1. The accumulation of junk in public view. 2. The keeping of junk and. inoperable vehicles in public view. Your failure to eliminate the stated violations is cause for the issuance of this formal warning notice. This is notice that as of this date, our records indicate that the following violations to the Butte County Code still exist: Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code,' Chapter 24, Section 24-95 - The AR (Agricultural -Residential) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the AR zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed Junkyard location or not, from storing junk in public view. Tom Sneed AN 030-230-085 January 26, 2006 Page 2 The determination that this violation exists on the property is based on the following definition in the Butte County Code: • Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. • Butte County Code, Chapter 24, Section 24-305.370 - Rubbish. "Rubbish" shall mean all nonputrescible solid wastes, combustible, or noncombustible, including, but not limited to, paper, cardboard, yard clippings, grass, ashes, wood, bedding, crockery, glass, metal and other similar materials, excepting compost boxes. • Butte County Code, Chapter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24- 305.240. 2. Remove all inoperable/junk vehicles from the property. This is your final wamin . Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises, the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Tom Sneed AN 030-230-085 January 26, 2006 Page 3 Wendy Jones Code Enforcement Officer WJ:ajf cc: Department of Development Services, Building Division PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte; I am, and was at the 2 time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within 3 action. My business address is Department of Development Services, Building Division, 7 County 4 Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for 5 collection and processing of correspondence/documents for mailing with the United States Postal 6 Service and that said correspondence/documents are deposited with the United States Postal Service 7 in the ordinary course of business on the same day. 8 On January 26, 2006, I served the foregoing 10 Day Notice on the person(s) named below 9 by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, 10 addressed as indicated below, and by placing said envelope. 11 - - 12 In the appropriate place within the Department of Development Services where 13 mail is collected for mailing with the United States Postal Services on the same 14 day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Tom Sneed 17 215112th Street Oroville, CA 95965 18 19 I declare under penalty of perjury under the laws of the State of California that the foregoing 20 is true and correct and that this declaration was executed on January 26, 2006, at Oroville, 21 California. 22 23 lise J. Foots Office Assistant 24 25 26 27 28 /11 r NOTES RESIDENTIAL PERMIT N(" 030=230-085 ' 02-3254 STEEP, THOMAS 1� GOLD COUNTY LN., OROVILLE 4 EFFIENCY UNIT W/STORAGE/GARAGE A Cl( -Is- SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS OFFICE COPY Us I SU, Address GAS Meter By D at®�� L ELECTRIC Meter By Date �j Address 1 GAS Meter By Date ELECTRI Meter By D3 JOB FINALED (Date Signature J=OK 0 = Not OK . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements-Setbacks-Easements 2. 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/0-Concrete Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7. Well Clearance & Disconnect 6. 8. Utility Clearance 7. Electric Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 10. 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line Ext.; Steps -Doors -Landings 3. Gas; MH Test-Demand-Valve-Connector 12. 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/0 to Grade-HD Approval _ Date 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs-Type-Installation Cert. POOLS (Plans) OK except Ws 10. Exits; Insp.-Sketch 1. 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5: Elec.; Pool Lighting; 15 Volts-GFI 1. Zoning Requirements-Setbacks-Easements 6. 2. Footings; Size-Spacing-Marriage Line 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Gas; MH Test-Demand-Valve 8. 5. Electricity; MH Test 6. Water; MH Test Health Department Approval 7. Water and Sewer Connected 10. 8. Gas and Electricity Tagged -9. Exits Light Niche 10. License Decals 12. 11. Verify ft 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 ft 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-Con nectors 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 Ws 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 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 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERROO_R (Plans) OK except #'s g., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4 Porches & Decks; Soils -Steel-/ /" Ftg. Depth .. S wPIIs, Main; Steel-Blockouts-Wrapped Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W .; Fall -Fitting -Test -2 Way C/O Sewer Test 10. OK, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test V Water Pipe; Test-Anchors-Requlator-Service Test Date FRAMING (Permit) OK except #'s 4T. -Sills Proper Materials & Anchors 4--"- .Walls Studs -Nailing Spacing & Braces -Plates -Sound 43 earing Walls over Girders & Floor Nailing 4. raft Stop in Walls (rat proof) X. Fre Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 . Headers & Beams -Size & Bearing Date FRAM IW(Continued) 47. ynrfgers-Post Caps -Anchors -Connectors 4 Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 93 F'•^�'��a T:ias or Type A Flue -Fireplace Throat Clearance =50._Att4,Aee ss; Size & Romex Protection -Draft Slop -Ins. Baffles d . Windows or Exiting Doors -Sill Ht. & Dimensions age ire rotection Framing -RC Channel ane Firewall & Openings SAe-rxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; i th- Headroom- Rise- Run- Landing- Fire IIrotection 00 on Roof Overhang -Attic Vents -Rafter Outriggers ' all g Veneer 5a;_.Stuepa-Mesh-Drip Screed -Fd. Vents-Underflr. Access lazinq Area -Glass Protection-Skvliqhts-Plastic ' ✓ 1/ 60. Shear Walls; Nailing -Bolts ,.r ,A'7 61. B e Interior/Exterior Wall Panels Date U/' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL s OK except #'s Ex eps-Door & Sidelight Protection -Landings 6,SooSmoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - I rage; Above Floor-Ducts-Mech. Protection Bedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels yrs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. utlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Eli utlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure 76. A.C. D ct in Garage -Damper 7 r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Ele ceptacles in Garage (F.F.I.)-Romex Protection p -Insulation- in Attic 81. Guard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Followin ./Drive O Yes ❑ No/Walks O Yes O No/Planters O Yes ❑ No uc own -Finish C. Unit Disconnect, Electrical -Plumbing %C VerTs-Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings rater Well, Disconnect, Electrical, Plumbing §Aefxterior Elec. Trim, G.F.I. Receptacle -Underground 89 ntilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Tes -Meters Tagged, Gas -Electric ga-voge-r & Sewer Connected -C/O to Grade -HD Approval r 4. y Compliance Certificate -Other Certificates 95 ddress Posted 96. Fire Sprinkler 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: 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17,:'Water Htr.; Vent -Access -Combustion Air Baffle ' 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 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24.�ixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled R ex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. Appliance Circuits in Kitchen & Conductor Size GFI 36 Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. JQ46thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4T. -Sills Proper Materials & Anchors 4--"- .Walls Studs -Nailing Spacing & Braces -Plates -Sound 43 earing Walls over Girders & Floor Nailing 4. raft Stop in Walls (rat proof) X. Fre Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 . Headers & Beams -Size & Bearing Date FRAM IW(Continued) 47. ynrfgers-Post Caps -Anchors -Connectors 4 Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 93 F'•^�'��a T:ias or Type A Flue -Fireplace Throat Clearance =50._Att4,Aee ss; Size & Romex Protection -Draft Slop -Ins. Baffles d . Windows or Exiting Doors -Sill Ht. & Dimensions age ire rotection Framing -RC Channel ane Firewall & Openings SAe-rxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; i th- Headroom- Rise- Run- Landing- Fire IIrotection 00 on Roof Overhang -Attic Vents -Rafter Outriggers ' all g Veneer 5a;_.Stuepa-Mesh-Drip Screed -Fd. Vents-Underflr. Access lazinq Area -Glass Protection-Skvliqhts-Plastic ' ✓ 1/ 60. Shear Walls; Nailing -Bolts ,.r ,A'7 61. B e Interior/Exterior Wall Panels Date U/' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL s OK except #'s Ex eps-Door & Sidelight Protection -Landings 6,SooSmoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - I rage; Above Floor-Ducts-Mech. Protection Bedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels yrs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. utlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Eli utlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure 76. A.C. D ct in Garage -Damper 7 r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Ele ceptacles in Garage (F.F.I.)-Romex Protection p -Insulation- in Attic 81. Guard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Followin ./Drive O Yes ❑ No/Walks O Yes O No/Planters O Yes ❑ No uc own -Finish C. Unit Disconnect, Electrical -Plumbing %C VerTs-Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings rater Well, Disconnect, Electrical, Plumbing §Aefxterior Elec. Trim, G.F.I. Receptacle -Underground 89 ntilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Tes -Meters Tagged, Gas -Electric ga-voge-r & Sewer Connected -C/O to Grade -HD Approval r 4. y Compliance Certificate -Other Certificates 95 ddress Posted 96. Fire Sprinkler 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 X T (Rev. APPLICATION AND�PERMIT �7 ' ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER ONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG AdDRESS 9151 12th ST, OROVILLE, CA 9596-5 - 2058 11 37044-00 CONTRACTOR'S NAME nLJNTn TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 437.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $284.05 BUILDING Energy Plan Checking ' Fee $ 23.00 $ PERMIT FEE $ 764.05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 41 7.0028,00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.0019 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ZFpTC��t N�� r.i / r�� /� nn nor. — oa/9T9�iGE/GA .4GE Gas piping system 1 - 5 outlets 15.00 15-00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 500V OR UES Main Service zoOA OR LESS 23.00 73 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. OWNER -BUILDER DECLARATION ereby affirm under penalty of perjury that I am exempt from the Contractors License L w for the following reason: ig 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. ❑ 1, 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. DWEwNG OCCUP. OR ADDNS. ( d ACC. 'CC SO 3.5QF7. NON -R SID. RANCHO CIRCUITS @7.50 POWEPPARATUS 8 SINGLE RAOUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 Q 1'50 BAL p .so Ex. Occu pFMUTED g q�p°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 197 00 WORKERS' COMPENSATION DECLARATION r1hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' 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 Policy Number (The above sections need not be completed 0 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 Date j / / 7i DD"L nature of Applicant - ❑ Owner ❑ Contractor ❑ AgentsAn OSHA permit is required for excavations over 5'0" dee and demolition orconstruction structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20:00 Heating 1 11.5.00 Coolincompensation, Hood 6.50 6.90 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ zr, no occ r3 CONST. TYPE vN TOTAL FEE $ 1091.05 �HHAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the ty Code and/or ofW__ inr which fees have B EXPIRES ON applicable provisions Resolutions to do work been paid. ate - 03 yof 2 to Receipt No.P$RMIT WHITE-D.D.S.-B.D. CAN RY-A SES P CTOR GOLDENR 1 v �` �-,int`I"'tia+Kh'!"�+iWi4iNsvFa;.pn+.w>+sctn^�.T�*nr +'•�+h+•�r•»-`794�' k ;,�� r, , a „y'p •.m+f�r^4�" .'°`�.tTfi�'q/.7�" � F+�,*r�, "�•�4`M;'.*`.IY•rY%-..�.+i' rr„�'+�j. ,5 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION elf 7 County Center'Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ` +OWNER: ASSESSOR PARCEL NUMBE'R­AYO4�IqJ� -Proposed Building Use: V111,tc� �� Counter Technician: Date: Items required '� on�rd to apply for a permit. All boxes MUST be checke�Rmarked NA in order to a ply. 11..Plot plans, 3 or 4 sets, signed rtynthefprepa e of the plans. ! y E 2Complete. Pans, 3 or} 4 set's, signed by the Ireparer of the plans. Engineered plans(� 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1, 4. Engineered trussetails and layouts in duplicate. No faxes! Energylcompliance 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. '% 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. ^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..........................N ........................:.. ❑ 11. Detached Accessory Building Form filled out by the owner .......:.......................... ❑ 12. Hazardous Material Form ......................................... ... ................................ It, 13, 13. Other E Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 9. Fees as shown on the'attached Schedule of Fees Due Sheet ....................................... Svc, A s U0" 15Statement of Intent for Non -heated and A/C Buildings .................................. Pi o� 16. Sanitation and plot plan approval from the Environmental Health Department in ....... ❑ 17. City of Chico Plumbing permit......................................................................... ;. t ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19.' Planning approval for (A) Use: c3, W_ (B)Parking: (C) Parcel Check: ` 0�20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 1 ` ❑ 22. Pre -Inspection for required ................ ; ❑ 23. Contractor=s, -license information. (Number, Name Style, Classification) ...................... 1 q`24. Worker's Compensation Carrier and Policy Number ............................................. f , 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner).......,............. ❑ 26.1 Letter of Signature?authorization.............................................'...... ;a:.............. � 27. Record d copy of Agricultural Acknowledgment Statement .................................... ❑�28. Manufactured home utility clearance............................................................... ❑ 29. Existing violationsknd/or expired permits............ r.:.Ir....................................... } ❑ 0. ❑ Grant Deed, ❑ M -H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ` ti Other: en issue a one and hold for pickup. 4 I have been informed of the above items and requirements for obtaining a, building permit. C� Applicant: �L{/ Date: %SAY v/ Z OO2:— �- 1, _ 1. Index permit app ' ation or thea ove t " s n ber / Plan Checkt"''etter 2. Additional items required I i I Contractor, designer, owner`, was advised cf the above data b§, phone, 4 mail, ❑ counter, by Date: Contractor, -designer, owner, was advised of the above ata by ❑ phone, ❑ mail, ❑ coun er, by Date: Plans reviewed by: �-,2�j Date: Plans approved by:l Date: O , Structural reviewe y: Date:. Structural approved b PP y: :ti.� . Date: G Note transfer by: f} Date: ..Yellow: Buildine Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Plan Attaehad Roar Pian Attachad Sam to G.D. Tcvh. a e�d . �O Cif CG,46 T -M - 030 -)2Q -0'9S a` Owner Location AP# Plan Approved for: Sewage Disposaly Water Supply: Public Private WellIf M Clearance for dwelling. Other (�cxna!�Q L✓��C. 1<� t-C�io�. Anon �a (7�rrn�t N Q Hold final for: Environmental Heth SpecigalJ� t 8/96 Aiv a0,09, Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER - S' PRO SED BUILDING USE , `� v r 1. BUILDING PERMIT FEES Balance Due ....................... $ A.P. #o-a�a-o�� DATE RECEIPT # DATE REC. Additional Fees Due ................. $ Additional Fees Due ................. $ _ Revised Plan Checking Fee ...A 2. SCHOOL DISTRICT FEES- - r TP (paid at District Office) (Available a ter Plan Check /f'f 027 0C 76S S 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ ( 6 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES 4e(paid at District Office) (Available after Plan Check) 6.THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 jpaid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) Z10 -OTHER At time of permit application, I was advised the above fees are require to be paid rior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 2-2-00 2 - Pursuant Pursuant to Government Code Section 66020, you are hereby notified 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 during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 1 . • W�h ,.rp!t.wilTM\ur �'•�F Yi .r•�n�i.•.J[11 )( wti�N'•,N'•�,.� �V`^rY-�.'7r,�. ..�✓ry�'r.. J'�ti"'wA..r T..-. ,�, „h,�,.cvr�!r�tip'nM!pewv�f�w� t!`!tjM+�•�i. +} s l V� • .r-� .v.. � . �, w•T..« r`' • �� BUTTE. COUNTY SCHOOL'S IMPACT FEE CERTIFICATION FORM goy- o ' (One form per Building) School District O trJ J Building Department No. O 3 0 ��30 -v A.P. Number Jurisdiction: �. � city County Property Owner k12'1rV_ Property Location/Address U Subdivision Lot No. • .................................................................................................................. Residential Development Sq. Footage Q! No of Living Mobile Home Addition/ 'Supplemental to (Group R) \ Units Installation Conversion Permit # I *(No foundation inspection)' ................................................................................................................... Commercial/Industrial F-1 is} Sq. Footage _ r ... ... t^,..,:-li.,. ;:jam+! - ,.r:- t. !:. .- NeW�_•=ti%1.�.c .rxir ddltlo..:�±dimk."A�•L.drt:•?3.-�% ?'c �.-: �.r.._+.�-;.xc{• Vis. :..:;b, (Including Exterior < Roofed Areas) Building Depa ment Representative Date District Identification'No. il'% _ Up v I l e. O Floor Plans reviewed )3008.8 School District Personnel) School District certifies that (Applicant) (Street–Address) U (Phone Number) Via ' (_?59b5 (City) has complied with the requirements of+Resolution No. representing .� square feet. `~ �.je Schoal'Disftia Paid by Check It �j"J7V' 1 . Remarks: t- (State) .7z.... -.-..7h.....-..+ ( io Code) p by payment of $ l �/ • o 2926 $ ---..� L MITIG_ATl N $ -'-Date- IL -Date I Notice: You may protest the imposition of the fees identified above by submitting a written protest 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) feeformAs (10/98)dmm OWNER -BUILDER VERIFICATION � Attention Property Owner: An "owner -builder' building permit has been applied for in your name and bearing your , Please complete and return this information at your earliest opportunity to avoid ..W.Z in processing and issuing your building permit. No building permit will be issued trail ids verification is received. 01. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES O- NO 0 2 I HAVE %- HAVE NOT 0 signed an application for a building permit for the proposed WO& I have contracted with the following person (firm) to provide the proposed construetie®: NAME: ADDRESS:. CITY: PHONE: CONTR.ACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Y kv1E • • ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. [will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: � f PROPERTYOWNER: ��mnil PVOTE: DATE: ov This Owner -Builder Verification is required by Section 19831 and 194314f&e California Health and Safety Code: This verification must be tomplefti mrd returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATIOiN CC 37 P70ee771 C�-- An applicarion for a building permit has been submitted in your name listing yourself as the builder ofprop my improvements specified. For your protection. you should be aware that as "owner -builder" you are the responsible parry oftem an such a permit. Building permits are not required to be signed by property owners unless they are persoaslly per6ocasito� 15eir own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. 11 If you plan to do your, own work. with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work ('including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcorcactors. hen you may be an employer. ♦ If you are an ernplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including'state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may Ee Fnancial risks for you if you do not carry out these obligations, and these risks are especially serious with resoect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if You wish, the U.S. Small Business Administration). For more specific information about your obligations under Sra:e Law, certact he Department of Benefit Payments and the Division of Industrial Accidents. I: the s,:ucn:re is intended for We. property owners who are not licensed contractors are allowed to perform their work personally or hrouyh their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Budding permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community er at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. XL&6A--" Mie el C. Vi ira, C.B.O. NI ger, Building Inspection NOTE: This Owner -Builder information is required by Sertlon 19JJ0 of the Calijorn/a Health and Sajary Ca& OVER 1 Insulation Certificate ; . BUILDING OWNER: �'t�C=� BUILDING PERMIT #:6 BUILDING LOCATION: 1-73 Ki --o i h (�0 tN` Description of Installation ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 3 CEILING Batt or Blanket Type Brand Name Thickness ('inches) 1 Thermal Resistance,(R-Value) Loose Fill Type ` Brand Name Contractor's minimum installed weightfle lb Minimum thickness inches Manufacturer's installed weight per square foot to achei ve Thermal Resistance (R -Value) EXTERIORMALL q Material Thickness (inches) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) B rand Name Thermal Resistance (R -Value) Material Brand Name ' Thickness (inches) lbiermal 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 Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. - General Contractor (Builder) License Number T Signature and Title • r Date Sub -Contractor (Insulation Installer) Signature and Title License Number Date THIS CERTIFICATE. MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 Se-Pn'e-- -r Le q,-- 1-o C(CLO —_ 45o�v4t I 6wL-rvgW,<, rr-"-.�d:r.fl� gam,. 6 of of C 0 LA vi T 12 1.-/ LN \14elu- z 104 p' ea.S E n eAl �I o I d- � I v APPRAVSD Butte County Environ rn®" E►�Nlm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 22 -Nov -2002 2002-0064000 Has -not been compared with 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: Date_ V_ I o'%' PROPERTY OWNERS: State of California - ) County of � ) On before me, personally appeared��jrre,:�� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNE and and official seal. t�aE DEBORAH K. BETH Signat a Seal: U COMM. # 1307411 ® �® NOTARY PUBLIC -CALIFORNIA g BUTTE COUNTY n A.P. # C.�C� �� qq -� +Moa , COMM. EXP. JULY 1, 2005-A2�� ��,� OGS -08-2002 01:09 DESCRIPTION MID VALLEY TITLE & ESCROW 91-3015 ALL THAT CERTAIN REAL PROPF4RTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS; PAROL T z A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSNiP 19 NORTH, RANGE 3 EAST. M.D_B. 4 N. C014CENCING AT THE SECTION CORNER' COMMON TO SECTIONS 9, 10, 15 AND 16, TOWNSRIP 19 NORTH, RANGE 3 EAST, M.D.B. 4 M.; THENCE SOUTH 0 DEG. 51' WEST ALONG THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 1524.03 FEET; THENCE SOUTH 89;DEG. 58' 29' EAST, A DISTANCE OF 657.50 FEET TO THE TRUE POINT OF, BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THEMCE SOUTH '0 DEG. 51' WEST AND PARALLEL To THE WEST LIKE OF SAID SECTION 15, A DISTANCE OF ,441.05 FEET; TfUNCE SOUPS 89 DEG. 58' 296 EAST, A DISTANCE OF 328.7S MT; THENCE NORTH 0 DEG. 51' FAST AND PARALLEL TO THE WEST LIMB OF SAID SECTION 15, A DISTANCE OF 441.05 FEET TO A POINT THAT BEARS SOUTH 89 DEC. 56' 299 EAST FROM THE TRUE POINT OF BEGDQn3&G,, THENCE NORTH 89 DEG. 58' 290 WEST, A DISTANCE OF 328.75 FEET TO THE TRUE POINT OF BEGINNING. PARCEL= A RIGHT OF NAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FBET 17 WIDTH, TEB Ci0fM LINE OF WHICH IS DESCRIBED AS FOLLOWSi CMSSNCING AT THE NORTHWEST CORNER OF SECTION 15, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. i N-1 THENCE SOUTH 0 DEC. 51' W ST ALONG THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 1524.03 FEET TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE SOM 09 DEG. 5A' 29• EAST, A DISTANCE OF 1315 FEET 1b A FOINT ON THB EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15 AND THE END OF SAID CENTERLINE. PAR= IYi: A RIGHT OF VAY FOR ROAD FURBOSRS; OVER A STRIP OF LAND 60 FES! IH WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED A8 FOLLOWSI CONCENCING AT THE SECTION CORNER COMMON TO SECTIONS 9, 10, 1S "D 16, IN TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. i M.I THENCE ALONG THE SECTION LINE BETWEEN SECTIONS 10 AND i5, SAID TOWNSHIP AND RANGE, AND ALSO ALONG THE CENTERLINE OF THAT CERTAIN BUTTE COUNTT ROAD, IWOWN AS TRES VIAS ROAD,, EAST 1139.92 FEET TO THE TRUE POINT OF BEGINNING OF THIS EASEMENT CENTERLINE; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 0 DEG. 13' EAST, 1093.56 FEET; THENCE SOUTH 0 DEC. 52' 04• WEST, 60.0 FEET TO THE END OF AFORESAID 60 FOOT EASEMENT CENTERLINE. CONTINUED P. 03/04 -OCA 08-2002 01:10 MID UALLEY TITLE & ESCROW P.04iO4 91-30145 3 P]►ACHL IVf A RIGHT OF WAY FOR ROAD *VltPOSES, OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENC114G AT THE SECTION CORNER COMMON TO SECTIONS 9, 10, 15 AND 16, IN TOWNSHIP 19 NORTH, RANGE 3!EAST, M.D.B. 6 M.; -IRE CE EAST ALONG THE NORTH LINE OF SAID. SECTION 15, A DISTANCE OF 1109.82 FEET; THENCE SOUTH 0 DEG. 13' EAST, 1083.56 FEET TO A POINT ON THE NORTH LINE OF THE LAND DESCRIBED IN THE DEED FROM GORDON NIELSEN AND WIFE, TO JOHN W. FRY; AND WIFE, RECORDED MARCH 20, 1961, IN BOOK 1104, OF OFFICIAL RECORDS, AT PAGE 543, RECORDS OF BUTTE COUNTY, CALIFORNIA, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND H]WIN DESCRIBED: THENCE SOUTH 0 DEG. 13' EAST 60 FEET; THSNCS SOUTH 89 DEG. 50' 290 EAST 155.95 FEET TO A POINT THAT BEARS NORTH 8 DEG. 58- 29- WEST, A DISTANCE OF 60 FEET FROM THE EAST LINE OF ;THS WEST HALF OF TSE NORTHWHST QUARTER OF SAID SECTION 157 THENCE SOM 0 DEG. 52' 040 WEST AND PARALLEL WITH THE EAST LINE OF = WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15, A DISTMCE OF 1495.23 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 151 THENCE SOUTH 09 DEG. 20' 230 EASE ALONG THE SOUTH LINE OF THE NORTSWF.ST QUARTER OF SAID SECTION 15 TO A POINT AT THE SOUTHEAST CORNER OF THE WEST HALF OF TRE NORTHWEST QUARTER OF SAID SECTION 1S; THENCE NORTH 0 DEG. 52' 040 EAST ALONG THE EAST LIME OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15, A DISTANCE OF 1555.23 FEST TO A POINT THAT BEARS SOUTH 89 DEG. 58' 29- EAST FROM THE TRUE 'POINT OF BEGINNING: THENCE NORTH 89 DEG. 581 29 - WEST, A DISTANCE OF.215.95 FEET TO THE TRUE POINT OF SWIMMING. END OF DOGUa1IW TOTAL P.04 RECORDING REQUESTED BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAM TO: TOM STEED +� 2151 12TH STREET OROVILLE, CA 95965 ORO -C tt7Jlm2-0Qe5839.3 Recorded I REG FEE 13.00 Official Records i TAX 49.50 . COUP Of 1 MONUMEN 10.00 CANDACE J. GRUBBS I Recorder I ROSEMARY'DICKSON I Assistant I Shauna 09:GOAM 31 -Oct -2002 I Page 1 of 3 Above This Line for Recorder's Use Only ; A.P.N.: 030-230-085 Order No.: 202929MAM Escrow No.: 202929MAM GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY 49.50 �I X ] computed on full value of property conveyed, or computed on full value less value of liens or encumbrances remaining at time of sale, ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, DEBRA MARR, an Unmarried Woman hereby GRANT(S) to TOM STEED, a married man, as his sole and separate property the following described property in the Unincorporated Area of the, County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION L DEBRA MARR Document Date: October 25, 2002 STATE OF CALIFORNIA ).SS COUNTY OF BUTTE ) On OCTOBER 30, 2002 before me, MARY A. THOMPSON, NOTARY.. personally appeared DEBRA MARR personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS MY hand and official I Signatureuau + f M - This area for official notarial seal. MARY A. THOMPSON Commission #1351470o Notary Public - California Butte County 6 My Comm. Exp. APFI. t5, 200 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below S4��dJT6 ��An4 t�eeci CYn;ne r Yah `� "� Order No. BU -202929-3 MAM Description The land referred to herein is situated in the State. of California, County of Butte, and is described as follows: Ai. PARCEL I: -A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M. COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 9, 10,.15. AND 16, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 0° 51' WEST ALONG THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 1524.03 FEET; THENCE SOUTH 891 58' 29" EAST,' A DISTANCE OF 657.50 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH 0° 51' WEST AND PARALLEL TO THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 441.05 FEET; THENCE SOUTH 89° 58. 29" EAST, A DISTANCE OF 328.75 FEET; THENCE NORTH 0° 51' EAST AND PARALLEL TO THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 441.05 FEET TO A POINT THAT BEARS SOUTH 890 58' 29" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 890 58' 29" WEST, A DISTANCE OF 328.75 FEET TO THE TRUE POINT OF BEGINNING. APN 030-230-085-000 PARCEL II: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 15, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 01 51' WEST ALONG THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 1524.03 FEET .TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE SOUTH 890 58'2911 EAST, A DISTANCE OF 1315 FEET TO A POINT ON THE EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15 AND THE END OF SAID CENTERLINE. PARCEL III: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 9, 10, 15- AND 16, IN TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE SECTION LINE BETWEEN SECTIONS 10 AND 15, SAID TOWNSHIP AND RANGE, AND ALSO ALONG THE CENTERLINE OF THAT CERTAIN BUTTE COUNTY ROAD, KNOWN AS TRES VIAS ROAD, EAST 1139.82 FEET TO THE TRUE POINT OF BEGINNING OF THIS EASEMENT CENTERLINE; CONTINUED Order No. BU -202929-3 MAM . PARCEL III: CONTINUED THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 00 13' EAST, 1083.56 FEET THENCE SOUTH 00 52' 04" WEST, 60.0 FEET TO ME END OF AFORESAID 60 FOOT EASEMENT CENTERLINE. PARCEL IVF m A RIGHT OF WAY FOR ROAD PURPOSES OVER THE FOLLOWING DESCRIBED- PARCEL OF LAND: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 9, 10, 15 AND 16, IN TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 15, A DISTANCE OF 1109.82 FEET; THENCE SOUTH 00 13' EAST, 1083.56 FEET TO A POINT ON THE NORTH LINE OF THE LAND DESCRIBED IN THE DEED FROM GORDON NIELSEN AND WIFE, TO JOHN W. FRY AND WIFE, RECORDED MARCH 20, .I961, IN BOOK 1104, OF OFFICIAL RECORDS, AT PAGE 543, RECORDS OF BUTTE COUNTY, CALIFORNIA, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH 00 13' EAST 60 FEET; THENCE SOUTH 890 58' 29" EAST 155.95 FEET TO A POINT THAT BEARS NORTH 890 58' 29" WEST, A DISTANCE OF 60 FEET FROM THE EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15; THENCE SOUTII 00 52'04" WEST AND PARALLEL WITH THE EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15, A DISTANCE OF 1495.23 FEET -TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 15; THENCE SOUTH 89° 20' 23" EAST ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 15 TO A POINT AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15; THENCE NORTH 00 .52' 04" EAST ALONG THE EAST LINE OF THE. WEST- HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15, A DISTANCE OF 1555.23 FEET TO A POINT THAT BEARS SOUTH 890 58' 29" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 890 58' 29" WEST, A DISTANCE OF 215.95 FEET TO THE TRUE POINT OF BEGINNING. s RECORDING REQUESTED BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAIL TO: TOM STEED 2151 12TH STREET OROVILLE, CA 95965 ORO -C A.P.N.: 030-230-085 Order No.: 202929MAM Recorded Official Records COUP Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AN 31 -Oct -2002 rj rj — r,� 0 REC FEE 13.00 Shauna Page i of 3 Above This Line for Recorder's Use Only Escrow No.: 202929AIAM INTERSPOUSAL TRANSFER GRANT DEED (Excluded from reappraisal under California Constitution Act 13 A Let seq.) DOCUMENTARY TRANSFER TAX NO R&T CODE 11911*** This is an Interspousal Transfer and not a change in ownership under §63 of the Revenue and Taxation code and Grantor(s) has(have) checked the applicable exclusion from reappraisal: [ ] From Joint Tenancy to Community Property [ ] From One Spouse to Both Spouses [X] From One Spouse to the Other Spouse [ ] From Both Spouses to the Other Spouse [ X ] Other: IT IS THE EXPRESS INTENT OF THE GRANTOR, BEING THE SPOUSE OF THE GRANTEE, TO CONVEY ALL RIGHT, TITLE AND INTEREST OF THE GRANTOR, COMMUNITY OR OTHERWISE, IN AND TO THE HEREIN DESCRIBED PROPERTY TO THE GRANTEE AS HIS SOLE AND SEPARATE PROPERTY. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, GRANTOR MERLENE STEED, spouse of the grantee herein • hereby GRANT(S) to TOM STEED, a married man, as his sole and separate property the following described property in the unincorporated area of the, County of Butte State of California; GRANTOR HAS HAD NO RECORD INTEREST IN SAID PROPERTY r a ► � -� to • � � Document Date: * October 29, 2002 STATE OF CALIFORNIA )SS COUNTY OF BUTTE ) On OCTOBER 29, 2002 before me, MARY A. THOMPSON , NOTARY personally appeared MERLENE STEED personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized oapaoity(ies) and that by his/her/their signature(s) on the instrument the' person(s) or the entity upon behalf of which the person s) acted, executed the instrument. WITNESS my band and official seal. MARY A. TFiOMPSON Signature — Commission #13514700 Notary Public-Celitomia N Butte County My Comm. Exp. APR. 15. 2006 , Mail Tax Statements to: SAME AS ABOVE or Address Noted Below Order No. BU -202929-3 MAM Description The land referred to herein is situated in the State. of California, County of Butte, and is described as follows: 'PARCEL I: .A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M. COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 9, 10,..15. AND 16, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 0° 51' WEST ALONG THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 1524.03 FEET; THENCE SOUTH 89° 58' 29" EAST, A DISTANCE OF 657.50 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH 00 51' WEST AND PARALLEL TO THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 441.05 FEET; THENCE SOUTH 89° 58' 29" EAST, A DISTANCE OF 328.75 FEET; THENCE NORTH 0° 51' EAST AND PARALLEL TO THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 441.05 FEET TO A POINT THAT BEARS SOUTH 890 58' 29" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89° 58' 29" WEST, A DISTANCE OF 328.75 FEET TO THE TRUE POINT OF BEGINNING. APN 030-230-085-000 PARCEL II: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 15, TOWNSHIP 19. NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 0° 51' WEST ALONG THE WEST LINE OF SAID SECTION 15, A DISTANCE OF 1524.03 FEET TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE SOUTH 89° 58'29" EAST, A DISTANCE OF 1315 FEET TO A POINT ON THE EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15 AND THE END OF SAID CENTERLINE. PARCEL III: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 9, 10, 15 AND 16, IN TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE SECTION LINE BETWEEN SECTIONS 10 AND 15, SAID TOWNSHIP AND RANGE, AND ALSO ALONG THE CENTERLINE OF THAT CERTAIN BUTTE COUNTY ROAD, KNOWN AS TRES VIAS ROAD, EAST 1139.82 FEET TO THE TRUE POINT OF BEGINNING OF THIS EASEMENT CENTERLINE; CONTINUED Order No. BU -202929-3 MAM PARCEL III: CONTINUED THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 00 13' EAST, 1083.56 FEET; THENCE SOUTH 00 52' 04" WEST, 60.0 FEET TO THE END OF AFORESAID 60 FOOT EASEMENT CENTERLINE. PARCEL IV: A RIGHT OF WAY FOR ROAD PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 9, 10, 15 AND 16, IN TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 15, A DISTANCE OF 1109.82 FEET; THENCE SOUTH' 0° 13' EAST, 1083.56 FEET TO A POINT ON THE NORTH .LINE OF THE LAND DESCRIBED IN THE DEED FROM GORDON NIELSEN AND WIFE, TO JOHN W. FRY AND WIFE, RECORDED MARCH 20, 1961, IN BOOK 1104, OF OFFICIAL RECORDS, AT PAGE 543, RECORDS OF BUTTE COUNTY, CALIFORNIA, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH 0° 13' EAST 60 FEET; THENCE SOUTH 891 58' 29" EAST 155.95 FEET TO A POINT THAT BEARS NORTH 890 58'29" WEST, A DISTANCE OF 60 FEET FROM THE EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15; THENCE SOUTH 01 52' 04" WEST AND PARALLEL WITH THE EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15, A DISTANCE OF 1495.23 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 15; THENCE SOUTH 89° 20' 23" EAST ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 15 TO A POINT AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15; THENCE. NORTH 00 .52' 04" EAST ALONG THE EAST LINE OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 15, A DISTANCE OF 1555.23 FEET TO A POINT THAT BEARS SOUTH 890 58' 29" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89° 58'29" WEST, A DISTANCE OF 215.95 FEET TO THE TRUE POINT OF BEGINNING. I I 1/13/03 2145 12TH -STT y OROVILLE, CA 95965 Attention: Reference: STEELBUILDING.COM, Job No. CAX3465 Dear Sir: This letter is to certify that a 40 ft span, 60 ft length and \ 14 ft save height\ building as referenced above and supplied by STEELBUILDING.COM The building is designed in accordance with the following loads: Live Load 20 psf (main frame) Live Load 20 psf (roof system) Wind Speed 80 mph Dead Load 2 psf plus the weight of the metal building Loads are applied in accordance with the building code CBC 2001. Design is in accordance with the applicable sections of the 1989 AISC and the 1989 AISI specifications. This certification is limited to the steel framework, the metal roof and the metal wall covering, and fasteners required for their installation. This certification specifically excludes an analysis of the foundation and parts supplied by anyone other than STEELBUILDING.COM no : z STEEL BUILDING.COM 8000 INDUSTRY DR. NORTH LITTLE ROCK, AR 72117 STRUCTURAL DESIGN CALCULATIONS - -- --FOR- ' - ---� 2145-12TH—STREETw OROVILLE, CA 95965 'Z14 5 -12 TH--STREET OROVILLE, CA 95965 CAX3465 BUILDING DATA Width (ft) = 40.0 Length (ft) = 60.0 Eave Height (ft) = 14.0/ 14.0 Roof Slope (rise/12 ) = 2.00/ 2.00 Dead Load (psf ) = 2.0 Live Load (psf ) = 20.0 Collat. Load (psf ) = 0.5 Snow Load (psf ) 21.0 Wind Speed(mph ) = 80.0 Wind Code = CBC 2001 Closed/Open = C Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = 0.10 Seismic Zone = 3 Designer = 1/13/03 / ���OFESS Q, Q�OeR P U V m * 6 N 31 005 CIVIL OF CAt A CAX3465 Design Loads For Each Building Component 1/13/03 4:38pm FRONT SIDEWALL: --------------- LOADING Wind Wind Press Suct 15.8 -15.8 21.0 -21.0 15.8 -15.8 BACK SIDEWALL: --------------- LOADING Wind Wind Press Suct 15.8 -15.8 21.0 -21.0 15.8 -15.8 LEFT ENDWALL: -------------- BASIC LOADS: Dead Live Load Load 2.0 20.0 .. Girt/Header .. Panel .. Jamb .. Girt/Header .. Panel .. Jamb Snow Collateral Load Load 21.0 0.5 Basic Wind Load Wind Ratio 17.5 1.00 WIND PRESSURE/SUCTION: Wind Wind Left Press Suct Friction 15.8 -15.8 .. Column 15.8 -15.8 .. Girt/Header 15.8 -15.8 .. Jamb 21.0 -21.0 .. Panel WIND COEFFICIENTS: Surf Rafter Wind_1 Id Left Right 1 0.80 -0.50 2 -0.90 -0.70 3 -0.70 -0.90 4 -0.50 0.80 Rafter Wind_2 Left Right 0.80 -0.50 0.30 -0.70 -0.70 0.30 -0.50 0.80 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Load Id Dead Collat Snow 8 1 1.00 1.00 1.00 2 1.00 0.00 0.50 3 1.00 0.00 0.50 4 1.00 0.00 0.00 5 1.00 0.00 0.00 Bracing Wind Long Surface Left Right Press Friction 0.80 -0.50 0.00 0.00 0.30 -0.70 -0.70 0.00 -0.70 0.30 -0.70 0.00 -0.50 0.80 0.00 0.00 Brace Wind Column Wind Aux Left Right Press Suct Id 0.00 0.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0 0.00 0.00 0.00 1.00 0 0.00 0.00 0.00 0.00 0 1.00 0.00 0.00 0.00 0 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 RAFTER DESIGN No. Load Load Id D 7 1 1 2 1 3 1 .4 1 5 1 6 1 7 1 RIGHT ENDWALL: LOADS: Wind Wind Rafter Press Suet Long 15.8 -15.8 Live/ Rafter Wind Rafter Wind Aux ead Collat Snow Left _1 Right Left _2 Right Id .00 1.00 1.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 1.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 1.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 1.00 0 .00 1.00 0.00 0.00 0.00 0.00 0.00 0 .00 1.00 0.00 0.00 0.00 0.00 0.00 0 BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Load Load Load Load Wind Ratio 2.0 20.0 21.0 0.5 17.5 1.00 WIND PRESSURE/SUCTION: Wind Wind Rafter Press Suet Long 15.8 -15.8 .. Column 15.8 -15.8 .. Girt/Header 15.8 -15.8 .. Jamb 21.0 -21.0 .. Panel WIND COEFFICIENTS: Surf Rafter Wind_1 Rafter Wind_2 Bracing Wind Long Surface Id Left Right Left Right Left Right Press Friction 1 0.80 -0.50 0.80 -0.50 0.80 -0.50 0.00 0.00 2 -0.90 -0.70 0.30 -0.70 0.30 -0.70 -0.70 0.00 3 -0.70 -0.90 -0.70 0.30 -0.70 0.30 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 -0.50 0.80 0.00 0.00 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind Load Id Dead Collat Snow Left Right Press Suet 8 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 0.00 0.00 1.00 0.00 0.00 0.00 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 RAFTER DESIGN LOADS: No. Load Live/ Rafter Wind_1 Rafter Wind_2 Load Id Dead Collat Snow Left Right Left Right 7 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Aux Id 0 0 0 0 0 0 0 0 Aux Id 0 0 0 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 - 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0 6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 ROOFDES: BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Surface Load Load Load Load Wind Ratio Friction 2.0 20.0 21.0 0.5 17.5 1.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Wind Right Friction 0.80 -0.50 0.00 Press Suct Suct_R -0.70 0.30 0.00 -0.50 0.80 0.00 0.0 -17.5 .. Purlins 0.0 -22.8 .. Panels 14.0 -8.8 -12.3 .. Bracing PURLIN DESIGN LOADS: Surf No. Des Load Live/ Wind Wind Aux Id Loads Id Dead Collat Snow Press Suct Id 2 2 1 1.00 1.00 1.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0 3 2 1 1.00 1.00 1.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0 BRACING DESIGN LOADS: Surf No. Des Load Live/ Wind Wind Aux Id Loads Id Dead Collat Snow Press Suct Id 2 4 1 1.00 0.00 0.00 1.00 1.00 0 2 1.00 0.00 0.50 1.00 1.00 0 3 1.00 1.00 1.00 0.50 0.50 0 4 1.00 1.00 0.00 0.00 0.00 0 3 4 1 1.00 0.00 0.00 1.00 1.00 0 2 1.00 0.00 0.50 1.00 1.00 0 3 1.00 1.00 1.00 0.50 0.50 0 4 1.00 1.00 0.00 0.00 0.00 0 RIGID FRAME #1: --------------- BASIC LOADS: Basic Dead Live Snow Collateral Wind 2.0 20.0 21.0 0.5 17.5 WIND COEFFICIENTS: Surf --Wind 1 --- Id Left Right 1 1 0.80 -0.50 2 -0.90 -0.70 3 -0.70 -0.90 4 -0.50 0.80 DESIGN LOADS: 1 Defl Seis Weak_Axis_React Ratio Load L_Col R_Col 1.00 0.1 0.0 0.0 --Wind 2--- Surface Left Right Friction 0.80 -0.50 0.00 0.30 -0.70 0.00 -0.70 0.30 0.00 -0.50 0.80 0.00 --------------------Load Coefficients------------------- No. Des Load Live/ Live Loads Id Dead Collat Snow Right 17 1 1.00 1.00 1.00 0.00 2 1.00 0.00 0.00 0.00 3 1.00 0.00 0.00 0.00 4 1.00 1.00 1.00 0.00 5 1.00 1.00 1.00 0.00 6 1.00 0.00 0.50 0.00 7 1.00 0.00 0.50 0.00 8 1.00 0.00 0.00 0.00 9 1.00 0.00 0.00 0.00 10 1.00 1.00 1.00 0.00 11 1.00 1.00 1.00 0.00 12 1.00 0.00 0.50 0.00 13 1.00 0.00 0.50 0.00 14 1.00 1.00 0.00 0.00 15 1.00 1.00 0.00 0.00 16 0.00 0.00 0.00 0.00 17 0.00 0.00 0.00 0.00 ---Wind 1 -- Left Right 0.00 0.00 1.00 0.00 0.00 1.00 0.50 0.00 0.00 0.50 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ---Wind 2 -- Left Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.50 0.00 0.00 0.50 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Seis 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 -1.00 1.00 -1.00 Aux Id 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CAX3465 Reactions, Anchor Bolts, & Base Plates 1/13/03 4:38pm ----- ----- -----Foundation Loads (k) ---- --------- ----------------- Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Line ----- Line ----- Id -- Horiz ----- Vert ----- Id -- Horiz Vert No. Diam Width Len Thick 1 D 6 0.00 0.12 ----- ----- --- 2 ----- 0.750 ----- 7.00 ----- 8.00 ----- 0.250 7 0.00 0.64 8 0.00 -0.32 1 C 9 1.70 -1.73 10 -1.70 -1.63 2 0.750 7.00 8.00 0.250 3 0.00 4.45 8 1.70 -2.15 1 B 9 1.70 -2.15 10 -1.70 -1.63 2 0.750 7.00 8.00 0.250 3 0.00 4.45 9 1.70 -2.15 1 A 6 0.00 0.12 2 0.750 7.00 8.00 0.250 11 0.00 0.64 9 0.00 -0.32 4 A 6 0.00 0.12 2 0.750 7.00 8.00 0.250 7 0.00 0.64 8 0.00 -0.32 4 B 9 1.70 -1.73 10 -1.70 -1.63 2 0.750 7.00 8.00 0.250 3 0.00 4.45 8 1.70 -2.15. 4 C 9 1.70 -2.15 10 -1.70 -1.63 2 0.750 7.00 8.00 0.250 3 0.00 4.45 9 1.70 -2.15 4 D 6 0.00 0.12 2 0.750 7.00 8.00 0.250 11 0.00 0.64 9 0.00 -0.32 *2 D 1 5.37 9.09 2 -5.23 -5.78 4 0.750 6.00 10.50 0.500 3 3.94 9.89 2 -5.23 -5.78. *2 A 4 5.23 -5.78 5 -5.37 9.09 4 0.750 6.00 10.50 0.500 3 -3.94 9.89 4 5.23 -5.78 ------------------------------------------------------------------------------ *2 Frame Lines : 2 3 Load Load Id Combination ---- ------------------------------ 1 DL+CO+LL+WR2/2 2 DL+WL1 3 DL+CO+LL 4 DL+WRl 5• DL+CO+LL+WL2/2 6 DL+CO 7 DL+LL/2+WL2+WS 8 DL+WLl+WS 9 DL+WRI+WS 10 DL+WP 11 DL+LL/2+WR2+WS BRACING/PANEL SHEAR REACTIONS: ------------------------------ ------- Bracing(k ------------------------------------Bracing(k )-------- Panel ---Wall-- Col ----Wind---- --Seismic--- Shear Loc Line Id Horz Vert Horz Vert (lb/ft) ---- ---- ----- ----- ----- ----- ------------ L-EW 1 C 2.21 1.44 0.12 0.08 B 2.21 1.44 0.12 0.08 F SW A Wind Column In Wall R_EW 4 B C B SW D 3 , 2 WIND COLUMNS: ------------- ---Wall-- Col Loc Line Id --- F-SW A 2 2.21 1.44 0.12 0.08 2.21 1.44 0.12 0.08 3.57 2.10 0.26 0.15 --Reaction(k ,f -k )-- Anc. Bolt Load Id Horiz Vert Moment No Dia Wind 3.6 41.1 42.9 4 0.750 Seismic 0.4 4.7 4.9 --Base-Plate(in) --- Width Length Thick 8.000 8.00 0.625 CAX3465 Additional Reactions Report 1/13/03 4:38pm Rigid Frame Column Reactions ---------------------------- Frame Col ---Dead--- Collateral ---Live--- -- Live -- -Wind L1 -- Line ----- Line ------ Horiz ----- Vert ----- Horiz ----- Vert Horiz Vert Horiz _R Vert Horiz Vert *2 D 0.45 1.29 0.08 ----- 0.20 ----- 3.41 ----- 8.40 ----- 1.71 ----- 2.02 ----- -5.67 ----- -7.06 *2 ------------------------------------------------------------------------------ A -0.45 1.29 -0.08 0.20 -3.41 8.40 -1.71 6.38 -0.47 -4.15 Frame Col -Wind R1-- -Wind L2-- -Wind R2-- Seismic Seismic_R- Line• ----- Line ------ Horiz ----- Vert ----- Horiz ----- Vert ----- Horiz Vert Horiz -L- Vert Horiz Vert *2 D 0.47 -4.15 -4.70 -1.21 ----- 2.85 ----- -1.59 ----- -0.08 ----- -0.05 ----- 0.08 ----- 0.05 *2 ------------------------------------------------------------------------------ A 5.67 -7.06 -2.85 -1.59 4.70 -1.21 -0.08 0.05 0.08 -0.05 *2 Frame Lines : 2 3 Endwall Column Reactions ------------------------- -Out-Of-Plane- Frame Col Dead Collat Live -Brc_Wind -Brc_ Wind Wind Wind line ----- Line ---- .Vert ----- Vert ----- Vert Horz _L- Vert Horz _R- Vert _P Horz _S Horz 1 D 0.11 0.01 ----- 0.47 ----- 0.00 ----- 0.30 ----- 0.00 ----- -0.43 ------ 0.00 ------ 0.00 1 C 0.56 0.09 3.80 2.21 -1.03 0.00 -0.26 -1.70 1.70 1 B 0.56 0.09 3.80 0.00 -0.26 2.21 -1.03 -1.70 1.70 1 A 0.11 0.01 0.47 0.00 -0.43 0.00 0.30 0.00 0.00 4 A 0.11 0.01 0.47 0.00 0.30 0.00 -0.43 0.00 0.00 4 B 0.56 0.09 3.80 2.21 -1.03 0.00 -0.26 -1.70 1.70 4 C 0.56 0.09 3.80 0.00 -0.26 2.21 -1.03 -1.70 1.70 4 ---------------------------------------------------------------------------- D 0.11 0.01 0.47 0.00 -0.43. 0.00 0.30 0.00 0.00 Endwall Column Reactions ------------------------- Frame Col -Raf Wind L- -Raf Wind R- --Seismic L- --Seismic R - Line ----- Line ---- Horz ----- Vert ----- Horz Vert Horz Vert Horz Vert 1 D 0.00 -0.42 ----- 0.00 ----- -0.28 ----- 0.00 ----- 0.01 ----- 0.00 ------ 0.00 1 C 0.00 -2.71 0.00 -2.29 0.00 -0.09 0.00 0.08 1 B 0.00 -2.29 0.00 -2.71 0.00 0.08 0.00 -0.09 1 A 0.00 -0.28 0.00 -0.42 0.00 0.00 0.00 0.01 4 A 0.00 -0.42 0.00 -0.28 0.00 0.01 0.00 0.00 4 B 0.00 -2.71 0.00 -2.29 0.00 -0.09 0.00 0.08 4 C 0.00 -2.29 0.00 -2.71 0.00 0.08 0.00 -0.09 4 ---------------------------------------------------------------------------- D 0.00 -0.28 0.00 -0.42 0.00 0.00 0.00 0.01 STEEL BUILDING.COM 8000 INDUSTRY DR. NORTH LITTLE ROCK; AR 72117 FRAMING SUMMARY FOR 'TCM 15te o T `�i`45 12TH STREET OROVILLE, CA 95965 on i EEC) 2145- 12TH-S-ikEEr OROVILLE, CA 95965 . CAX3465 BUILDING DATA Width (ft) = 40.0 Length (ft) = 60.0 Eave Height (ft) = 14.0/ 14.0 Roof Slope (rise/12) = 2.00/ 2.00 Dead Load (psf ) = 2.00 Live Load (psf ) = 20.00 Collat. Load (psf ) = 0.50 Snow Load (psf ) = 21.00 Wind Speed(mph ) = 80.0 Wind Code = CBC 2001 Closed/Open = C Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = 0.10 U� W Designer = --------------- E) Op 1/13/03 1 5 /*, i CAX3465 FRAMING SUMMARY: Roof 1/13/03 4:38pm PURLIN"LAYOUT: Surface Purlin Surf Ext Stub—Purlin --- 2 1 Total Peak Set_Space- Id ------- Type ------ Left ----- Right ----- Left Right Rows Space Space Row 2 ZB 0.00 0.00 ----- N ----- N ----- 4 ----- ----- --- 1.000 3 ZB 0.00 0.00 N N 4 1.000 PURLIN & EAVE-STRUT SIZE: Surface Bay Purlin Id Id ------- Size --- 2 1 -------- 8X25216 2 8X25216 3 8X25Z16 3 1 8X25216 2 8X25Z16 3 8X25Z16 ROOF BRACING: -Purlin—Lap- Left PurlinLap- Left Right 1.00 -1.00 1.00 1.00 1.00 1.00 1.00 1.00 IS Fig Strap 0 0 0 Eave Strut SE14 BE14 8E14 BE14 8E14 8E14 Bay Brace Attachment Location (Distance measured from back sidewall) Id --- Type ----- 0.0 ----- 10.0 20.0 30.0 40.0 RF cable ----- 0.250 ----- ----- 0.250 0.250 ----- 0.250 2 Cable 0.250 0.250 0.250 0.250 3 Cable 0.250 0.250 0.250 0.250 BOLTS AT EAVE STRUT: Wall.Frame_Line Id Id Type 2 1 EW 2 2 RF 2 3 RF 2 4 EW 4 4 EW 4 '3 RF 4 2 RF 4 1 EW Lap ------Bolt Size ------ Plate No -- Type Diam Washer .----- 2 ----- A325 ----- 0.500 ------ 1 N 2 A325 0.500 1 N 2 A325 0.500 1 2 A325 0.500' 1 0 A325 0.500 1 N 0 A325 0.500 l N 0 A325 0.500 .1 0 A325 0.500 1 CAX3465 FRAMING SUMMARY: Left Endwall 1/13/03 4:38pm RAFTERS/SPLICE PLATES: Surf Rafters Id Id Len+/- .Size ---- -- ------ -------- 2 1 20.3 8X35C12 3 2 20.3 8X35C12 COLUMNS: Splice Plates I Bolts Type Width Thick I Type Diam Space Gage Row ------ ----- ----- ---- ----- ----- ---- --- Moment 6.0 0.375 A325 0.625 4.00 0.00 4 Column Column Column Column Id ------ Offset Len+/- Size 1 ------ 0.0 ------ 13.1 -------- 8X35C14 2 10.0 14.7 8X35C12 3 30.0 14.7 8X35C12 4 39.3 13.1 8X35C14 GIRTS: Girt Girt Type Lap ZF 0.000 GIRT LOCATION: Bay No. Girt Location Id Girt 1 2 -------- --- 1 ---- 2 -------- 7.3333 12.3333 2 2 7.3333 12.3333 3 2 7.3333 12.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id 0.625 Id Girt 1 2 --- 1 ---- 2 -------- 8X25Z16 -------- 8X25Z16 2 2 8X35Z14 8X25Z14 3 2 8X25Z16 8X25Z16 WALL BRACING: Bay Brace Brace Brace Id Height Type Diam' --Base_Bolts-- ---Top Bolts -- No Type Diam No Type Diam 0 2 A325 0.625 0 2 A325 0.625 0 2 A325 0.625 0 2 A325 0.625 2 13.78 Cable 0.250 C% CAX3465 FRAMING SUMMARY: Right Endwall 1/13/03 4:38pm RAFTERS/SPLICE PLATES: Surf Rafters Id Id Len+/- Size ---- -- ------ -------- 2 1 20.3 8X35C12 3 2' 20.3 8X35C12 COLUMNS: Splice Plates Bolts Type Width Thick Type Diam Space Gage Row ------ ----- ----- ---- ----- ----- ---- --- Moment 6.0 0.375 A325 0.625 4.00 0.00 4 Column Column Column Column Id ------ Offset Len+/- Size 1 ------ 0.0 ------ 13.1 -------- 8X35C14 2 10.0 14.7 8X35C12 3 30.0 14.7 8X35C12 4 40.0 13.1 8X35C14 GIRTS: Girt' Girt Type Lap ZF 0.000 GIRT LOCATION: Bay No. Girt Location Id --- Girt 1 2 1 ---- 2 -------- 7.3333 -------- 12.3333 2 2 7.3333 12.3333 3 2 7.3333 12.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id - Id Girt 1 2 --- 1 --=- 2 -------- 8X25Z16 -------- 8X25Z16 2 2 8X35Z14 8X25Z14 3 2 8X25Z16 8X25216 --Base—Bolts -- ---Top Bolts -- No Type Diam No Type Diam 0 2 A325 0.625 0 2 A325 0.625 0 2 A325 0.625 0 2 A325 0.625 WALL BRACING: . k Bay Brace Brace Brace Id Height Type Diam 2 13.78 Cable 0.250 CAX3465 FRAMING SUMMARY: Front Sidewall 1/13/03 4:38pm DOOR JAMS/HEADERS: Bay ----------Opening Size ---------- Id- Width Height Sill Offset ----------------- ------ ------- 1 12.0000 12.0000 0.000 4.0000 2 12.0000 12.0000 0.000 .4.0000 GIRTS: Girt Girt Type Lap ZB 1.000 GIRT LOCATION: Bay No. Girt Location Id Girt 1 1 1 7.3333 2 1 7.3333 3 1 7.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 --- ---- -------- 3 1 8X25216 GIRT -SIZE: (Partial Bay Girts) Bay Girt Girt Id Id Id 1 --- ---- -------- 1 L -J 8X25Z16 J -R 8X25216 2 L -J 8X25216 -------------Member Size -------------- Left Right Door Door Jamb -------- Jamb Header Sill 8X35C14 -------- 8X35C14 ---------------- 8X35C14 8X35C14 8X35C14 8X35C14 J -R 8X25Z16 i WIND COLUMNS: Bay Column Column Web Flange Size Id Side Height Size Thick Width Thick 2 L 12.00, W12643 0.188 6.00 0.250 CAX3465 FRAMING SUMMARY: Back Sidewall 1/13/03 4:38pm GIRTS: Girt Girt Type Lap ZB 1.000 GIRT LOCATION: Bay No. Girt Location Id Girt 1 1 1 7.3333 2 1 7.3333 3 1 7.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 1 1 8X25Z16 2 1 8X25Z16 3 1 8X25Z16 WALL BRACING: Bay Brace Brace Brace Id Height Type Diam 2 14.00 Cable 0.313 V January 28, 2003 Thomas Steed 2151 12`h Street Oroville, CA 95965 FLT Engineering 5790 Clark Road Paradise, CA 95969 • 01 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 030-230-085 Building Permit Number: 02-3254 Thank you for re -submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Your complete and clear response will expedite the re -check and approval of this project. This is the only item remaining before the plans are approved. 1. Your energy calculations are incorrect. The square footage is now 348. Also, I believe that the side with 27 square feet of glazing faces north, the side with 18 square feet of glazing faces east. Please coordinate the energy calc's with the plans. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m:, Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner 1 of 1 — I ,, SITE PLAN REVIEW APPLICATION Date: ! - 2Z — o 2 -- Permit Permit Number (if applicable) © `Z _ 'S APPLICANT INFORMATION Owners Name: Owners Address Telephone No.: Situs Address: Proposed Use: AN ass - ?-30 - 0) 8 5" Parcel Size: 3 e?— 1 Ac S_T_e > _ _7 H o% -If -A � 2) 5 i 12_TH S _ oyapvi L_L_e tA c1Sq bjg- G --fl LAD Fav - 2-/ LoJ Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑. Commercial Remodel ❑ Industrial Remodel Other Septic Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 9 Site Plan Stamped Approved By Le Date 1) -?_G- 0'?— Page 2 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached), • Flood Zone: I • Flood Panel No.: . 0-)-7()C- Index Date: 6- ift-C)8 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------- ------------ -----_—_ — ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A �z - 45, Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front C - -L- Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ® Thermalito Impact-i'2fNfTi ❑ Other Amount Formula -----------------------------------------------------------------------------------------------------7------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: - 22' Pv Legal Access Provided: ❑ No ® Yes Deed of Reference: I i-•1 L -i L- .- ) -6 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintain Road: N No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a 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 Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the . Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access; and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc Page 5 of 5 Jan 28 03 09:48a RTC (530) 891-4243 p.2 APPLIED TESTING CONSULTANTS MAI r11VA1., C.1NU11N=1U1V V 1 GJ 1 1rvU PaNu 11v31'rA.11V1r January 28, 2003 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Attn: Linda Simpson Re: Thomas Steed In accordance with your request, we have agreed to provide special inspection services for the A325 high strength bolting installation for the Thomas Steed Building located on Gold Country Lane in Oroville, CA. The AP number for this project is 02-33-54. We propose to verify proper tensioning of the A325 bolted connections using a calibrated dial indicator torque wrench or the AISC "Turn of the Nut" method. We will use the proper method that is applicable. The proper tension will be established by a representative sample of bolts tensioned in a Skidmore -Wilhelm load cell device. This procedure will be executed per the specifications noted in the AISC manual. Please call if further information' is required. Very truly yours, APPLIED TESTING CONSULTANTS r ee,' . eele Senior Engineering Technician 3060 Thorntree Drive, Suite 10 - Chico, CA 95973 9 Telephone (530) 891-6625 - Facsimile: (530) 891-4243 1"o PLAN REVIEW RESPONSE FORM In order to expedite the mview of your pbM please Complete the following information and return this form with your re -submittal. this form is not complete, as to all Comecdoa items, we will not be able to accept your m -submittal for review. Thm. must be a w response to every item requested in our plan Correction 10M. "By athas" is not Considered a valid response. Please indicate y response to each item and the Ioadw where the information an be found on the plandcalcs. - - - - _ _ _ -- _ �wu www ��� �w�wu u�waA s!1/feLV% AW2% nftW-"m,&• TED: _,) 2 _-n03. 01 -2-3)- (:)2- PLAN CHECK ITEM X RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK REM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: L+J1'T-1 r cn 40 1214 E—D0 ON LOCATION ON PLANS/CALCS: January 23, 2003 Thomas Steed 2151 12" Street Oroville, CA 95965 FLT Engineering 5790 Clark Road Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 03? -230-085 Building Permit Number: 02-3254 Thank you for resubmitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Ok) Please provide a detailed letter of intent specifying the intended use(s) of the garage portion. This letter will remain the building folder for future reference. STRUCTURAL COMMENTS: 0 ,4/ Provide thickened slabs under interior. partitions using shot ...per ICBO-ER 1290 / Condition #6. The thickened slab is required per the ER in all cases. �/. Specify the requirements for special inspection for high strength bolting. Note that the 28I�j special inspector must be approved prior to the issuance of a building permit. �I If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours of 1:00 p.m. and 4:00 p.m., Tuesday through Thursday. 1 of 2 M Please refer to your Data Sheet .for remaining non-plan check items. (You received this form when you applied for your permit.) The counter staff will answer any qu.stions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant I r I January 7, 2003 Thomas Steed 2151 12t' Street Oroville, CA 95965 FLT Engineering 5790 Clark Road Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 030-230-085 Building Permit Number: 02-3254 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Your living area is not large enough. Efficiency dwellings are required to have a living room of not less than 220 square feet of superficial floor area. The unit must be provided with a separate closet. (Inside the living portion) j3'�You must have a clear working space in front of the stove of 30 inches. 4< Doors are not allowed between garages or U space and a room used for sleeping urposes. Please remove the door. jWall furnaces are not allowed in sleeping areas unless they are "direct vent" wall aces. Please provide a listing showing that your furnace will be direct vent. L61.our plans call for a 40 -gallon storage gas water heater above. Please provide a detail for this installation. Continue the 1 -hour protection through the short "hall" between the Living area and the / `Garage. j8--, Your shower must have 1024 square inches of floor space and be capable of inscribing a 30 -inch circle. Please verify that it complies. �9. Provide evidence of Approved Fabricator status for Steelbuilding.com per CBC 1701.7. A current ICBO-ES evaluation will be sufficient. 10. State the CBC occupancy groups. Is the Garage for private vehicle parking only? 11. Show how plumbing vents do not penetrate the 1 -hour occupancy separation. 12. Specify use of 2x6 plumbing walls, or provide notching criteria or details. 13. The steel X -brace crosses the 3030 window. Please correlate. 14. Designer/owner must sign the CF -1R p.3. 15. Show the North arrow on the site plan. 1 of 2 STRUCTURAL COMMENTS: L Metal building manufacturer shall stamp and wet -sign all sheets of calculations or an index sheet that identifies all attached pages. 2. The attached ICBO-ER 1290 expired in 1998. Please provide a current copy. 3. The steel building certification letter and Building Data must reference the 2001 CBC, not 1997 UBC. 4. Provide thickened slabs under interior partitions using shot pins per ceiling storage live load (see item #5 below) and per ICBO-ER 1290 Condition #6. 5. Design ceiling framing and footings for 125 puff live load (light storage) or physically preclude its use for storage. 6. SUGGESTION ONLY: You might consider some sort of protection for the 5/8" type X on top of the ceiling framing. It will be particularly subject to damage and subsequent failure of the 1 -hr assembly. 7. Specify the requirements for special inspection for high strength bolting. Note that the special inspector must be approved prior to the issuance of a building permit. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 P.M. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Keith Long, Architect Plans Examiner Plans Examiner Consultant 2 of 2 In oror to expedite = PLAN REVIEW RESPONSE FORM the review of your AW p� Complete the �IloaioE Information and return this this forth is not Completer as to all Correction Itim we wW not be able to "t your colubmittal trfinm -Y ft mWnse to every item mquected in our plan mdudon ktta. "By otitic:!'. Is not co red a valid e[e response to each Item sad the location where the In6mudon an be found on the plam/cala. n v"ft.- Pier ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LITTER AND RETURN WITHItgot X10 OWNERS NAME _. .. _. _.. ... _ .._ ....__ .... _.. GATE: �- �• • ' ASSESSORS PARCEL NUMBER PERMIT NUMBER I' RESPONSE FOR PUN CHECK LETTER DATED: `�► - 2 PLAN CHECK ITEM N COMMENTS: RESPONSE BY: •- - S els- i4y� ►n r,�.e,t.�.n LOCATION ON PLANft--A LCB /1 f k� PLAN CHECK ITEM A COMMENTS: PLAN CHECK ITEM N COMMENTS: RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANSICALCS: PLAN CHECK REM B COMMENTS: RESPONSE Sr. LOCATION ON PLANSICALCS: PLAN CHECK fMm • COMMENTS: RESPONSE BY: LOCATION ON PLANSICALCS: 1 01/21/1995 11:44 9168736175 VANDENAKKER P PAGE 02 C,43fb5 STRUCTURAL COMMENTS: _ _ -_ r ,-MiW'building manufacturer shall stamp and wet -sign all sheets of calculations or an index sheet that identifies all attgched.pages._ O� The attached ICBO-ER 090 expired in 1998. -Please provide a current copy. OK �The steel buildingcertification letter and Building Data must reference the 2001 CBC, not -1997 13BC. 4. Provide thickened slabs under interior partitions using shot pins per ceiling storage live load (see item #5 below) and per ICBO-ER,1290 Condition #b. Design ceiling framing and footings for`125 puff live load (light storage) or physically preclude its use for storage. SUGGESTION ONLY: You might consider some sort of protection for the 5/8" type X on OK top of the ceiling framing. It will be particularly subject to damage and subsequent failure of the 1 -hr assembly. Specify the requirements for special inspection for high strength bolting. Note that the special inspector must be approved, prior to the issuance of a building permit. If you wish to discuss any of these requirements,. please call (530.) 538-7541 between.the hours of 1.0 p.m. and 4:00 p.m., Monday through Friday. ' Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your,permit;), The counter staff will answer any questions concerting the Data Sheet. Linda Simpson Keith Long, Architect 2 I S + GIMS W e*t�D 4 6,A -e -x46- 7 god ooava 0 ID \0 WX-A . S-\;c� eA6 g vnj�- -%o S'Q vl�cz; Alm. 1F? v vO uo eno r January 06, 2003 Thomas Steed 2151 12th Street Oroville, CA 95965 FLT Engineering 5790 Clark Road Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 03? -230-085 Building Permit Number: 02-3254 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 3. 4. 5. 6. 7. 8. 9. 10 Provide evidence of Approved Fabricator status for Steelbuilding.com per CBC 1701.7. A current ICBO-ES evaluation will be sufficient. Continue 1 -hr protection through the short "hall" between the Living area and the Garage. State the CBC occupancy groups. Is the Garage for private vehicle parking only? Show how plumbing vents do not penetrate the 1 -hr occupancy separation. Specify use of 2x6 plumbing walls, or provide notching criteria or details. The steel X -brace crosses the 3030 window. Please correlate. Design/owner must sign the CF -1 R p.k1l ���" 4 Provide N arrow on the Site Plan. A STRUCTURAL COMME NTS: 2. Ix 11A106-7 J L- Im Metal building manufacturer shall stamp and wet -sign all sheets of calculations, or an 1E1&A index sheet that identifies all attached pages. The attached ICBO-ER 1290 expired in 1998. Please provide a current copy. 1 of 2 , 3. The steel building certification letter and Building Data must reference the 2001 CBC, not 1997 UBC. 4. Provide thickened slabs under interior partitions using shot pins per ceiling storage live load (see item #5 below) and per ICBO-ER 1290 Condition #6. 5. Design ceiling framing and footings for 125 psf live load (light storage) or physically preclude it's use for storage. • 6. SUGGESTION ONLY: you might consider some sort of protection for the 5/8" type X on top of the ceiling framing. It will be particularly subject to damage and subsequent failure of the 1 -hr assembly. 7. Specify the requirements for special inspection for high strength bolting. Note that the special inspector must be approved prior to the issuance of a building permit. If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. r Keith Long, Architect Plans Examiner Consultant 2 of 2