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047-560-091
� z Co�� RESIDENTIAL PERMIT NOf 047-560-091 05-0325 #� WEILEIN, DAVID - - ' , 700 OASIS, CHICO Cont: GREENE ROOFING FIRE SPRINKLERS r �Y ai t s. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) t Signature J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -Concrete Roof; Shthg-Roofing 4. Water; Location -Test -Easement Needed (Sketch) Ext.; Steps -Doors -Landings 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Braced Wall Panels 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements Date 2. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements Elec.; Pool Lighting; 15 Volts-GFI 2. Footings; Size -Spacing -Marriage Line 6. 3. Gas; MH Test -Demand -Valve -Connector 7. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 8. 5. Drain; MH Test -Fall -Flex Connector 9. 6. Water; MH Test -Regulator -Connector 10. 7. Water and Sewer Connected -C/O to Grade -HD Approval 11. 8. Gas and Electricity Tagged 12. 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve _ 5. Electricity; MH Test 6. Water; MH Test 7.' Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -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 - = Nat Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pioe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground 47. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 48. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 49. 15. Access & Ventilation 50. 16. Insulation 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Date Garage Fire Protection Framing -RC Channel Card B-1 Date Card B-1 Date Property Line Firewall & Openings Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 62. Insulation -Walls -Ceilings Date 63. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Card B-1 Date Card B-1 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Elec. Trim & Subpanel, Breaker Sizes & Labels 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Stairs & Rails 32. Service -Riser Conductors & Ground Main Disconnect Fireplace or Stove, Clearance -Hearth 33. Equip. Clearances Panels-Motors-Mech. Equip. Elec. Outlets at Wood Panel, Int. & Ext. 34. Clothes Closet Light -Shower Light -Spa Light Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 35. Smoke Detector Elec. Outlets & Receptacles at Kit. Counter 75. Date Card B-1 Date Card B-1 Date Card B-1 �� Date Card B-1 Date MECHANICAL (Permit) OK except #'s 78. 36. A.C. Ducts Insulation & Support 79. 37. Vent Fan, Exhaust above insulation 80. 38. Condensate Drain & Overflow, Size & Grade 81. Guard Rails & Deck Construction -Post Caps 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 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 85. 41. Sills Proper Materials & Anchors 86. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 87. 43. Bearing Walls over Girders & Floor Nailing 88. 44. Draft Stop in Walls (rat proof) 89. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 90. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BPO50325 LICENSED CONTRACTORS 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 Issued Date: 04/06/2005 APN: 047-560-091-000 the Business and Professions Code, and my license is in full force and effect. C _ I / �) r -1O • 10 J License Class License Number: Site Address: 700 OASIS DR CHI Date: Z7 0� Contractor: u Pis Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: FIRE SPRINKLERS FOR BP042130 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: WEILEIN DAVID P & JANET L TRUST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section WEILEIN DAVID P & JANET L TRUSTEES 7000) of Division 3 of the Business and Professions Code) or that he or P O BOX 7667 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the CHICO, CA 95927-7667 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: SQUYRES JR, WILLIAM such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one P O BOX 3176 year of completion, the owner -builder will have the burden of CHICO, CA 95927 proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SQUYRES JR, WILLIAM pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code P O BOX 3176 CHICO, CA 95927 Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 275206 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to Census Code: become subject to the 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, 1 shall forthwith comply with those provisions. Dale: Applicant:ti - WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor' code, interest, and attorney's fees. Q h ("�) CONSTRUCTION LENDING AGENCY This permit is hereb. issued under the applicable provisions of the Butte Cunty CodA and/or Resoluti h ' do in ' for fees have 7 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) rk atedd above which been paid. �� BY: Q/J^ Name: U ,Date: Address: PERMIT EXPIRES 0 Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to'the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official for or document of Butte County. I hereby authorize representatives ofButteCounty to enter upon the above mentioned property for inspection pu o .` &I Print Name: J/ 1 i Jy i� Signature: d Date: l ❑ Owner Contractor ❑ Agent for Owner 0 Agent for Contractor � r w BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP050325 LICENSED CONTRACTORS 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 Issued Date: 04/06/2005 APN: 047-560-091-000 the Business and Professions Code, and my license is in full and force effect. C— I b Z) J -1� 6 License Class: License Number: Site Address: 700 OASIS DR CHI Date: I Z% 0� Contractor: U (`,t Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: FIRE SPRINKLERS FOR BP042130 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter,improve,demolish, or repair any structure, prior Owner: WEILEIN DAVID P & JANET LTRUST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section WEILEIN DAVID P & JANET L TRUSTEES 7000) of Division 3 of the Business and Professions Code) or that he or P O BOX 7667 she is exempt therefrom and the basis for the alleged exemption. Any CHICO, CA 95927-7667 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: SQUYRES JR, WILLIAM such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one P O BOX 3176 year of completion, the owner -builder will have the burden of CHICO, CA 95927 proving that he or she did not build or improve for the purpose of . sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SQUYRES JR, WILLIAM pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code P O BOX 3176 CHICO, CA 95927 Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 275206 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. Total Square Ft: 0 S. F. Policy#: Valuation: $0.00 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 Census Code: become subject to the 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. Date: 1 2� c� S Applicant: (� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. -- -- ^ t+ ) (� � / - % _ CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is_hereby issued under the applicable provisions of the Butte C unty Coda anrVnr Resoluti ns do rk indi ted above for which fees have been paid. / performance of the work for which this permit is issued (Sec 3097 Civ.) V 4"b Name:BY: ,Date: EXPIRES ' Address: PERMIT 0 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with r document of Butte County. I hereby all county and state laws relating to building construction. I acknowledge it is unlawful to alter the subs��T authorize representatives of Butte County to enter upon the above mentioned property for inspection p 1 (� -- Print Name: V J G %A \A ft -AN Signature: ((NN 1 d S Date: O Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" I CONTRACTOR I Name \ I Y; 3 City C \ LCO Phone 41 1� E-mail N cue Name Address City Phone E-mail State Fax Fax State License Number APPLICANT NAME OWNER Address Last NameFrst State Zip Address o� E-mail City (j: (A State - 1 Zip RoZ� Phone Fax E-mail I CONTRACTOR I Name \ I Y; 3 City C \ LCO Phone 41 1� E-mail N cue Name Address City Phone E-mail State Fax Fax State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone C� " ht co SRA I Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 PERMIT NO. BPv.5 BIN # LOCATION AP# O T _ 5-( 0 v Property ss ©� 0C f C� " ht co Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation m6stbe shown at the time of permit issuance. LENDING AGENCY lame Address -}� Description or Scope of Work: 1 lO�c�tcwt.� A— ire S �ihkl�� S +►+� ai3b Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not Received 4141— Amount: Bldg L I q(�%,,� SRA Receipt#: T` ` ice" Sheriff SMIP Date:'?_j a, W Other __LD D (• "/ 1� Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). '❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-simed by the engineer, Mobile, Manufactured, or Modular homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. 9. 10. 11. 2 Engineered truss details and layouts (if required) (NO FAXES!). Letter from Engineer or Architect for truss design review. 2 Energy compliance design and supporting documentation (if required). 2 Flood Elevation Certificate, wet -stamped and signed (if required). Statement of Intent for Non -heated and A/C (if required). Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the en ' eer Letter of intent. Hazardous Material Form. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 „��,.��. ry*rY' �+.a'..,.��►.-.v+�.. �vl.�."r['*�+sW*�.r»s.��w�"�.i'�...�i{?si�' ? .;�y,��,.,iiYs�._.y;; . . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION '.County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 'OWNER: �� P l -Q t ASSESSOR PARCEL NUMBER -7 Proposed Building Use: Counter Technician:CAA- Date: 0 G Items required in order toOpply for a pe mit. All boxes MUST be checked OR marked NA in or er o apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans..' 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form I ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other .Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) •: Ott_ "' ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy -Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................ * ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone - M and hold for pickup. I have been informed of tthheova items and requirements for obtaining a building permit. Applicant: "9Date: 1. Index permit application for the above items numbe - Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date Structural approved by: Date: Note transfer by: Ir V Da : Yellow: Building Division ZbRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: P.O. BOX 3176, CHICO, CA. 95927 Date: 12-01-2004 File: WEILAN-2 JOB WEILAN RESIDENCE, 2 HEADS FLOWING STATIC 50.0 -Psi RESIDUAL 40.0 Psi FLOW 40 Gpm SPRINKLER MANUF RELIABLE MODEL : F1/RES/49 MIN SPR FLOW 13.0 Gpm MIN SPR PRES : 7.0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET ------------------------------------------------------------------------------- FACTOR Psi Gpm 1 12.0 4.90 7.4 13.3 2 12.0 4.90 9.0 14.7 3 12.0 12.2 4 12.0 15.7 5 12.0 20.1 6 2.0' SOURCE 28.0 ���*TIO v CoN T SPRINKLERS FLOWING 2 ?�_(® AREA PER SPRINKLER- TOTAL DESIGN AREA 196 392 Sq . Ft .�: Sq . Ft . FQ $ �r= N.. °f ` i"re :� i y �- � � REQUIRED DENSITY . 07 Gpm/Sq . Ft . 1 Lic, NO. ?762pg �t COMPUTED DENSITY .07 Gpm/Sq.Ft. C-16 Q' TOTAL SPRINKLER FLOW 28.1 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm OFC1�LE TOTAL WATER REQUIRED 28.1 Gpm S te` hVZcE TOTAL SPRINKLER PRESS WATER METER LOSS 28.0 0.0 Psi �r Psi @ SOURCE C 2$: QS % Ill , VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 44.8 Psi by DEMAND PRESS REQUIRED 28.0 Psi Hydronics Engineering PRESSURE CUSHION 16.8 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.3 FIS III Pill 3" % b 4S' -d 3 2S BUTTE NOUN"1-Y BUILDING DiVI%']401%'-�: APPROVED A ' 1 �iYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 -CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 r ADDRESS: P.O. BOX 3176, CHICO, CA. 95927 Date: 12-01-2004 File: WEILAN-2 JOB : WEILAN RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi ------------------------------------------------------------------------------ END DIAMETER TOTAL (Psi/Ft) 1 q= 13.3 K= 4.90 L= 9.0 Pt 7.4 Pt 7.4 1 Q= 13'.3 F=LR F= 8.0 C= 150 Pe 0..0 Pv -0.3 Vel= 7.0 D= 0.884 TL= 17.0 0.0936 Pf 1.6 Pn 7.1 ------------------------------------------------------------------------- 2 Pt 9.0 2 q= 14.7 K= 4.90 L= 13.5 Pt 9.0 Pt 9.0 2 Q= 28.0 F=LB F= 12.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.3 D= 1.109 TL= 25.5 0.1227 Pf 3.1 Pn 8.4 -----------------------------------:------------------------------------- 3 Pt 12.2 3 q= 0.0 K= 0.00 L= 22.5 Pt 12.2 Pt 12.2 3 Q= 28.0 F=4R2E F= 6.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.3 D= 1.109 TL= 28.5 0.1227 Pf 3.5 Pn 11.6 ------------------------------------------------------------------------- 4 Pt 15.7 4 q= 0.0 K= 0.00 L= 25.5 Pt 15.7 Pt 15.7 4 Q= 28.0 F=3RL F= 10.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.3 D= 1.109 TL= 35.5 0.1227 Pf 4.4 Pn 15.1 ----------------------=-------------------------------------------------- 5 Pt 20.1 5 q= 0.0 K= 0.00 L= 10.0 Pt 20.1 Pt 20.1 5 Q= 28.0 F=4RSLE F= 19.0 C= 150 Pe 4.3 Pv -0.6 Vel=- 9.3 D= 1.109 TL= 29.0 0.1227 Pf 3.6 Pn 19.5 ------------------------------------------------------------------------- 6 Pt 28.0 ------7------------------------------------------------------------------ Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- 6' Q= 28.0 <<< SOURCE >>> Pt 28.0 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly • HYDRONICS FIRE SPRINKLER HYDRAULIC GRAPH P I 100 + 80 + 70 + 60 + 50 X Static X X X 40 + X Resid 30 + * Spr-Sys 20 + ' 10 + * Elev Loss 0 ------------------- =+--------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM)' JOB WEILAN RESIDENCE, 2 HEADS FLOWING X -.Water Supply.Curve * - Water Demand Curve Static 50.0 Psi Avail Press 44.8 Psi @ 28.1 Gpm Residual 40:0 Psi Req°d Press 28.0 Psi @ 28.1 Gpm Caut"ion- Model F1 Res Sprinklers (UL 1626 Standard) Read Carefully! Installation Instructions & Technical Data (Details in bulletins 035 & 135) • Model F1 Res 49 Pendent • Model F1 Res 49 Recessed Pendent / 171 (F1 escutcheon, adjustment) F1 Res 49 Pendenl F1 Res 49 Recessed Penclenl / Fl • Model F1 Res 49 Recessed Pendent / FP (FP push-on/thread-off escutcheon) • Model 171 Res 49 CCP Pendent F 1 Res 49 Recessed F1 Res 49 CCP Pendent / FP Pendent • Model F1 Res 40 HSW • Model F1 RES 40 Recessed HSW/F2 (F2 escutcheon, adjustment) F'1 Res 40 HSW FI Res 40 Recessed HSW/F2 Technical Data Sprinkler Max. Thread Temp. Max. K Ambient Sprinkler Size Rating pressure I Temp. Factor Length °F °C °F I °C h '/i' NPT 155 1 68 1 175 psi 1 100 1 38 Thread Size Temp. Rating 66 Max Sprinkler Spacing Flow - Pressure 1.9 2.2_.5 gpm (Lpm) psi (bar) ft (in) °C (13':•) 12 x'12 (3.6x3.6) 13(119)_ . 7.0 (0.48) 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 16 x 16 (4.9x4.9) 13 (49) 7.0 (0.48) 18 x 18 (5.5x5.5) 17 (64.3) 12.0 (0.83) 2-0 x 20 (6. 1 x6. 1) 20 (75.7) 16.(:(1.14) Technical Data 4.9 Inc 2_.25 Sprinkler Identification Number (SIN) n3516 Max. Sprinkler CCP Assembly Thread Size Temp. Rating Temp. -F I eC (mm) Rating 1.9 2.2_.5 "F °C °F °C (13':•) I.;.i G1 1:35 57 Max Sprinkler Flow Spacing it (m) gpm (I -pm) 12 x 12 (3.6x,3.6) '13(49) 14 x. 14 (4.3x4.3) 13 (49) IG x IG (4.9x'L9) 14 (53) 18x18 5.5x5.5 18 68.1 20 x 20 (6.:1 x6.1) __20 (75.7) _ 4.9 Inc 2_.25 Sprinkler Identification Number (SIN) n3516 Max. Sprinkler Max. Ambient K Length Pressure Temp. Factor Inch -F I eC (mm) 175 pf� i HX) ;38 1.9 2.2_.5 (121); INGG (57) Pressure Pressure Sprinkler Identification psi Number (SIN) 7.0 (0.48) Rating 7.0 (0.48) Temp. 8.2 (056) 1135 G - 13.5 (0.93) °F -16.6(114)_ 16 x 16 (4,9x4.9) Technical Data Sprinkler Temp. Flow Pressure I Ceiling -to- Sprinkler Ratin °F Max. psl Sprinkler Thread Temp. Max. Ambient K Length Size Rating pressure Temp. Factor Inch 16(60.5) °F -C 16 x 16 (4,9x4.9) "F °C 18.1 (1.24) (mm)Y,' NPT 155 G8 175 psi 100 38 4.0 2_.45 (R'/•) 175 79 (12 bar) 150 66 (62) Max Sprinkler Sprinkler Temp. Flow Pressure I Ceiling -to- Spacing Ratin °F gpm psl Deflector It (m) _ (^C9 (?pm (bar) Inch (mm) 12 x'12 (3 6x3.6)_ 155 (6B) 17_5 (79) 13 (49.0) 10.6 (0.73) 14 x 14 (4.3x4.3) "155 (68) 175 (79) 16(60.5) 16.0 (1.10) 16 x 16 (4,9x4.9) 155 (68) 17 (64.3) 18.1 (1.24) 16x 16 (4.9x4.9) _ - .. 175 (79) 18 (68.1) 202 (1.39) 4 f (101-I!il) 16 x 18 (4.94.5) 155 (fib) 175 (79) 20 (75.7) 25.0 (1.72) 18 x 18 (5.54.5) 155 (68) 17,13 (79) 2.2 (83.3) 30.2 (2.08) 16 x 2_0 4.9x6.'1 155 68 175.(Z191 23 (87 0 33. I (?-2- 12x 12 (3.6x3.6) 155 (68) 175 (79) 13 (49.0) 14x14 4. x4 3 - - ) 155 (68) -- - 175 (79 -- -) 17 (64_3) .-- 18.1 1.24 _ - (-) 6 12� (152-30 16x16 (4.9x4.9) 155 (68) 175 (79) 20 (75.7) . 25.0 (1.72)_ Sprinkler Identification Number (SIN) R:3!.'38 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parlway, Mount Vernon, New York 10552 CA -131 Rev. B Basic principles of These areas must Solvent Cementing be softened and penetrated The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation.. It can mean the success Or faill.lrt' of the system as a whole. Accordingly, it requires the same professional care and attention that are given to otl-ier components of the system. There are many solvent cementing techniques published covering step by step procedures on just how to make solvent cemented joints. However; we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings are flarnmable, so there should be no smoking nor other sources of heat or flame in working or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is available frorn Harvel or IPS (Weld -On) Corporation. To consistently retake good joints, the following should be carefully understood. I 'rhe joining surfaces must be softened and made semifluid. Z Sufficient cement must be applied to fill' the gap between pipe and fitting. 3 Assembly of pipe and fittings must be blade while the surfaces are still wet and fluid. 4 Joint strength develops as the cernent dries. In the tight part of the joint the Surfaces will tend to fuse together, in the loose part the cement will bond to, both surfaces. When using the ONE STEP consenting process, penetration and softening can he achlcved by the Cement itself (read ONE STEP cementing procedures carefully; refer to installation instructions). For certain sires, under certain conditions, it may be desirable to use the 'IWO STEP process which utilizes a primer to ensure adequate softening. For example, when working in cold weather with large diameter pipe, more time and additional applications niay be required. Cement coatings of sufficient thickness ,rt; r - More than sufficient cement to fill the loose part of the joint must be applied. Besides filling the gap, adequate cement layers will penetrate the surfaces and also rernain wet until the: joint is assembled. Prove this yourself. Apply on the top surface of a piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then alongside it a thin brushed out layer. Test the layers every 15 seconds or so by a gentle tap with your finger. You will note that the thin layer becomes tacky and then dries quickly (probably within 15 seconds) l he heavy layer will remain wet much longer. Now check for penetration a few minutes after applying these layers. Scrape them with a knife. The thin Dyer will have achieved little or no penetration. The heavy one, much more penetration. Surfaces must be assembled while they are wet and soft If the cement coatings on the pipe and fittings are wet and fluid when assembly takes place, they will lend to flow together and become one layer. Also, if the cement is wet the surfaces beneath therm will still be soft, and these softened surfaces in the tight part of the joint will tend to fuse together. Surfaces Bom F, icor As the: solvent dissipates, the CCrnCnt layer and the softened surfaces will harden with a corresponcling increase in joint strength. A goodjoint will take the required working pressure long before [lie joint is fully dry and final strength is obtained. In the light (fused) part of the joint, strength will develop more quickly than in the looser (boncled) part of the joint. Information about the development of bond strength of solvent cenlentedjoints is available. The QUALITY Line VSR-SF UP POTTER VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANAMAN PAT. NO. 1009680 OTHER PA'11"ENI'S PENDING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1 ", 1 1/4", or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on large systerns. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minule or more occurs downstreain of the device. fhe low concli- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be rrlounied in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be installed within 6" of a valve, drain or tilling which changes lido direction of 110 waterflow. The Unit has a1"NP-l'bushingfor tltreadinginto . a non corrosive "TEE". See figure 2 for proper "TF -E" size, type and installation. UL & ULC LISTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surgo: 18 FPS Enclosure: Cast Aluminum, red enarnal finish. Cover held In place with tamper resistant screws. Contact Ratings: Two sets of S.P.D.T. (Form C) 10 Amp. O 125/250 V. AC 2 Amp. a 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usngo: Listed Plastic, Coppor and Schedule 40 Iron Pipe. Fits plpo sizes - 1", 1 1/4", &'1 Yz" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Limitations: 40° F/120° F 4.5" C/49" C Caution: This dovico Is not Intended for applications In • explosive environments. Service Use: Automatic Sprinkler NEPA-13 One or Two Farnily Dwelling NFPA-13D Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C I'roprlotary NFPA-72D Optional: Cover Tampor Switch , order Stk. No. 0090018 Kit for Outdoor Uno: Order Sit(. No. 1940036 Screw the dovice into the "TEE" filling as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. The vane must riot rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. 'rhe device can also be used in copper or plastic pipe installations with the proper adapters so that the specilied "TEE" filling rnay be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection lest Valve" at the end of the sprinkler line or the drain and lest connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-S1= is riot recommended or advisable CAUTION: There are 8 paddles furnished Willi each unit, These paddles have raised lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle aluq be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA ..._,— REV D BULLETIN 002 PAGE 1 OF 2 � }f y a BELLS rt, :s UL Listed, FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F (-40° to 66°C) (Outdoor use requires weatherproof ' backbox.) Termination: 4 No. 18 AWG stranded wires 611 BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low-power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (MM) VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB AT 10 FT. (3311) (2) MINIMUM dB AT 10 FT. (3-)(1) 6 (1513) 12VDC PBD126 1706012 .12A 05 76 0 (200) 12VDC P13D120 1700012 .12A 911 76 10 (250) 12VDG PB01210 1710012 .12A 92. 76 6 (150) 24VDC PBD246 1706024 .06A 87 76 0 (200) 24VDC PBD240 1700024 .06A 91 79 10 (7.'50) 24VDC 1'131.12410 1710024 .06A 94 79 1'i (150) 24VAC PBA246 1006024 .1.7A 91 76 11(200) 24VAC PI)A240 1000024 .17A 94 76 10 (250) 24VA6 PBA2410 1010024 .17A 94 76 6 (150) 120VAC PBA1206 I8n6120 .05A 92 02 0 (zoo) 120VAC PBA1200 1608120 .05A 99 82 10 (250) 120VAC PBA12010 1810120 .05A T 99 05 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MID, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.corn PRINTED IN USA MKI.. 118850001 - REV P PAGE 1 OF 2 MFG. #5400776 - 3/99 36 I6011 NCORPORATED CORONA, CA • (909) 737.5599 „.,i ^� �jy ;g„ •'*:',u: Ir.�,aW. .i r^.'f7.;t FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt spec. Function - The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By- Figure number and C. P. V.C. pipe size. Patents Pending Hardened hex head sel f threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT (FT.) SIZE PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 9 3�3%g?�5AWE 1'1�%165%1613/1_13/16:.,"6�r.,':.�5/'1,6 1-1/4 4-3/16 3 2-3/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 11 LEG a''".J"�6� 4 ,7., 1„ 1%;A '&0'-7/32 2 4-7/8 3-11/16 2-7/16 1-27/32 1-3/16 1-3/16_ 8 5/16 — 15 REVISED 3/94 \Nafie r IL • I/11�IIc; i (,nl,Ck,.A-/ rrl x.l VA I_'!G I 11•u'r I'L_u�; I au'r I'I_ur.► rn�'r rI_I1c) I'• ru•I ,. 1� I•II' I' I I�� I II''1' I ' C: I c•I�: cn I L1 I.. i I � F. _ ..._.. +I ru�-r ur1 �:u�rw (.W,,uVw 02 .UVW 631.15VW QUICK_ Galvanized Tanks- 75 psi Max VVkq PressuwS►'1.-�)V5C Capacity �^ Drawdown Dimension 1N 1. Order Model Gallons Gallons (M 30.50 Dia.x Ht.' LES. No. _ 42 Tall 42 4.3 16 x 48 72 V42GT xA2 Short 42 4.3 20 x 32 74 V42GS 182 82 8.4 20 x 60 V4 4 V82G 120 West 120 12.2 24 x 60 161 V 120G .220 West 220 22.4 30 x 78 303 V220G i315 West 315 32.1 36 x 80 4'6 V31 5G 80 VSQW 480 49 42 x 67 6,10 V480G 525 Combo 525 53.6 36 x 1213 61 15 V525G 900 Combo goo 91.8 42 x 159 1040 V900G Note: 525 and 900 gallon Models have both horz.ontal and vertical mountir.q. All others are vertical only. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 700 OASIS DR Owner: Permit No: B07-1090 APN: 047-560-091 WEILEIN DAVID P & JA, Issued Date: 08/09/2007 By KCG Permit type: MISCELLANEOUS 700 OASIS DR Subtype: Room Addn-First Stry CHICO, CA 95973 Expiration Date: 08/08/2008 Description: GUESTHOUSE(257)SHOP(1179)CO' Occupancy: Zoning: SR -3 Contractor Applicant: Square Footage: TROUDY CONSTRUCTION INC TROUDY CONSTRUCTION U Building Garage Remdl/Addn 29 PORCHLIGHT COURT 29 PORCHLIGHT COURT 257 1,179 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 624-3228 (530) 624-3228 84 1,520 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $340.94 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Room Addition -First Stor $511.41 DBOMSCF Fire Safe Standards Re $109.98 DBSMIP Residential $4.63 Total Charged: $1,350.76 Fees Paid: $1,350.76 Balance Due: $0.00 Receipt No: B4164 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License TROUDY CONSTRUCTION INC 479078 / B / 10/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisi 3 of the gwsfness and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in ull force a of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X / 08/09/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date -11, 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued, improve for the purpose of sale.). �� ��// HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by 9 ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: action 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the State Fund 229-0004626 01/01/2007 Carrier: Policy Number. Exp. Date: Contractors License Law.). (This section nee not a completed if the permit is or one a hundred dollars ($100)—or-Te—ss.) ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 08/09/2007 compensation provisions of Section 3700 of th r de, I shall forthwith comply with those Owners Signature Date Proon /09/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSA COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Countyto enter a above pe r inspection purposes. I hereby certify that I am the operty am a orized t ct o property owners behalf. 08/09/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency fo Name of Permittee ( ]h ate the performance of the work for which this permit is issued. (3097 civ. code) 1A G /rte .0 t,7 Owner 2S Contractor OR; Agent for Owner E]Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last N e First e Mailin resp 45 f2 City Stat. Zip Phone —, Fax ' E-mail ARCHITECT/ENGINEER CONTRACTOR Name/ / �-U� ti /07✓ vv Address 9 G GAk,i'; G� Cityl� State Stat Zirl�lllp RSI Phone Fax Fax 3� E-mail Std License N m Lic. # Class %3 ARCHITECT/ENGINEER Name Address City State City©/ Phone State Zi Phone i�f Fax E-mail Sq FT- Living Garage Open Std License N m APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE PERMIT No. loci() 0�_dp BIN # K( PROJECT LOCATION Property Address 7�� O / 'e, City C. /, E' d WORKER'S COMPENSATION Policy Number Carrier [� If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: For v5 7J Floo I SRA I bCFN- Occ. Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits51f ❑ Proposed Change of Occupancy I (Note previous use).- se): For office use only: Zoning Floo I SRA I bCFN- Occ. Type Const. . Cato �3e1 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) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hgp:HmuniciDalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1090 Location: 700 OASIS DR Parcel Number: 047-560-091 Date: 5/17/2007 Owner Name: WEILEIN DAVID P & JA, Phone: Description: GUESTHOUSE(257)SHOP(1179)COV(84) Signature of Property Owner: ;Eo�_2�Date: 5/17/2007 FI Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C f -S National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1090 Date: 5/17/2007 Location: 700 OASIS DR: By: AAM Parcel Number: 047-560-091 Owner Name: WEILEIN DAVID P & JA, Description: "GUESTHOUSE(257)SHOP(1179)COV(84) O O i Sub Type: Room Addn-First Str Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. • I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturber one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed:�� ice« • FILE Date: 5/17/2007 BUTTE COUNTY FEE SUMMARY Permit Number: B07-1090 Job Address: 700 OASIS DR 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Contractor: TROUDY CONSTRUCTION INC 29 PORCHLIGHT COURT CHICO, CA 95973 Printed: 5/17/2007 1:41 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee' 0021-540013-4614901-1010 $75.70 5/17/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 5/17/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $109.98 DBFIRE SRA Fire Plan Review (S 0100-4500014617240-1010 $102.70 DBMSC Room Addition -First Stor 0010-440001-4210500-1010 $511.41 DBF Room Addition - First Stor 0010-440001-4210500-1010 $340.94 5/17/2007 $340.94 DBSMIP Residential 1001-0-280-1011298 $4.63 Printed By: Alice Mefford 11350.76 $519.34 Balance Due: $831.42 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These Signature: the plqn checking process. Date: 5/17/2007 Pursuant to Government code Section 66020, you are hereby otified t ose items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostio&,QLtivAbove referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Reference Number: B07-1090 Location: 700 OASIS DR California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Parcel Number: 047-560-091 Owner Name: WEILEIN DAVID P & JA, Description: GUESTHOUSE(257)SHOP(1179)COV(84) Date: 5/17/2007 By: AAM Sub Type: Room Addn-First Str. Phone: To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 5/17/2007 Date All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html Rev'd 5/7/07 FILE r GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 PROJECT: CAJ I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect i 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) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1090 Location: 700 OASIS DR Parcel Number: 047-560-091 Owner Name: WEILEIN DAVID P & JA, Description:, GUESTHOUSE(257)SHOP(1179)COV(84) Date: 5/17/2007 By: AAM Sub Type: Room Addn-First Str Phone: The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 -❑ ❑ ❑ ❑ SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District,. 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Date: 5/17/2007 FILE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District l r W Building Department No. 10,50 Tax Rate Area No. A.P. Number (� —' Jurisdiction: E��Tcity =County Property Owner IP + Property Location/Address l /US / S %. ��✓ l l ` Subdivision Lot No. Residential Development 0 � S . Foota e cp'S No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # Cr. Demo - * see attached (No foundation inspection) existing sq. ft. Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 t,� District Identification.No. IV ni School District certifies that v (Street Address) (City) (State) Sq. Footage (Including Exterior P-7 /Roofed Areas) 0 Date (Payor) K (Zip Code) "" t (Phone Number) r has complied with the requirements of Resolution No. r C by payment of $ representing 1-51,51 square feet. School District Paid by Check # Remarks: B 2926 $ FULL MITIGATION $ Date N 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 (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm 01.21 2W. �%3T�'FBUTTE COUNTY oo DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS 0 -=���- 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 cOUN'�y OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION / • CONTRACTOR Name . �s , Zip City APPLICANT NAME CONTRACTOR Name City Address Zip City Fax State Zip Phone Subdivision Name Fax E-mail Page Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Subdivision Name Fax E-mail Page State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE Xi For office use onl Zoning Flood Zone SRA LYesj No Occ. y e Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc 7 Zia PERMIT NO. Bq1 �I BIN # b I LOCATION Property Address Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: r s� Z8U1) U'trecr_.C55 � Sq. Footage Czy 0 rcJ1 0 37 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to.the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Y ed by: Amount: • nn,, Bldg l I07A" SRA t #: ( ' ® Sheriff W SMIP Other Total Page 1 of 2 REV 4-30-04 u i Department C o u n t y J. Michael Crump, Director f Public o f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538.7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 NOTES r RESIDENTIAL PERMIT N0. 1 j �A-Cc, r L 14 da6t�u L,,,,Lww w, `r " 1 1 SPECIAL CONDITIONS CHECKED- -- BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. t SPECIAL INSPECTION ITEMS VERIFY i USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPy Address_ GAS Meter By O ELECTRIC Meter By 1 -- Date��1 k JOB FINALED (Date) l l O6 F Signature J=OK 0 = Not OK - = Not Applicable . =Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ /'.LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance - 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 12. Braced Wall Panels ?� Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1.. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining ' 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting; Distance-GFI 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test Date PERMANENT END SYSTEM (ONLY) 11. Light Niche 1. Zoning Requirements -Setbacks -Easements 12. Enclosure; Fencing -Alarms 2. Footings; Size -Spacing -Marriage Line 3. Blocking Date Card B-1 Date Card B-1 4. Gas; MH Test -Demand -Valve Date Card B-1 Date Card B-1 5. Electricity; MH Test •s ya 6. Water; MH Test _ 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date _Card B-1 Date Card B-1 Date Card B-1 • t J=OK 0 = Not OK - = Not Applicable . = Not Ready Date UILDERFLOOR (Plans) OK Main; Soils-Elec. Grnd.- Garage; Soils-Steel-Elec. Porches & Decks; Soils walls, Main; Steel -Block RESIDENTIAL (Single & Duplex) t #'s I Date FRAM_KG (,Continued) F _pd -Slope 4?!H a s -Post Caps -Anchors -Connectors /" Ftg. Depth . Cl' . J ' t-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Grnd.-1 /" Ftg. Depth it ace ies or Type A Flue -Fireplace Throat Clearance Steel-/ /" Ftg. Depth ccess; Size & Romex Protection -Draft Stop -Ins. Baffles outs -Wrapped &wlldrm. Windows or Exiting Doors -Sill Ht. & Dimensions :kouts-Wrapped 52. Garagg Fire Protection Framing -RC Channel Id Downs and Special Anchors 53. Pro &y Line Firewall & Openings Z,to � OVISlab, Steel -Wrapped xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Pers -Fireplace Ftg.-Steel 55. St Ys; Width- Headroom- Rise- Run-Landing`Fire Protection .W.V; Fall -Fitting -Test -2 Way C/O -Se er Test lywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors -Yard Piping; Size Test 57j Siding ailing Veneer 11. Wa r Pipe; Test -Anchors -Regulator -Service Test ,0 1.r Stu o Mesh Drip Screed -Fd. V-Underflr. Access iQeTlectric Underground azing Area -Glass Prote ' -Skylights-Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. 0e JVShear Walls; Naili is 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation 16. Insulation Datq Ij , )V N l Card B( / _ Date Card B-1 Datd Card B -T Date Card B-1 Date Permit) OK except #'s !U -'Vent -Access -Combustion Air Baffle 'ipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection Pan; Test, First Floor -Tub Access & Shower, Second Floor -Tub Access te; Sixe & Anchor Date " p,;— Card B-1 Date Card B-1 Date Card B-1, Date Card B-1 Date ELECT (Permit) OK except #'s i re ransformer Clearance -Ins. Protection I . ftpeptacles Spacing -Lights &Switches at Doors i oxes & No. of Conductors Stapled . o x IqsK1led Close to Edge of Studs & C.J. 4,0 Ground made up w/Mech Fasteners -Bond ter liance Circuits in Kitchen.BmQonductor Size GFI Hange circle/ /ga Lou or Insulated Neutral ❑ Yes Wire Size/ /ga Cu or Al irc. / /qa Cu or Al ❑ No 32. Service 'ser Conductors & Ground Main Disconnect 33. E . CI arances Panels-Motors-Mech. Equip. Clo s Closet Light -Shower Light -Spa Light 3 . Smoke Detector Date Card B-1 Date Card B-1 II Date Card B-1 Date Card B-1 Date MECH AL (Permit) OK except #'s A. ucts Insulation & Support Ven, Exhaust above insulation aae<onclenspte Drain & Overflow, Size & Grade 39. Fur ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access if Furnace in Attic DateCard B-1 Date Card B-1 Datel I Card B-1 Date Card B-1 Date FRAMWG JP45rmit) OK except #'s 4 . Si roper Materials & Anchors Wa uds-Nailing Spacing & Braces -Plates -Sound 4 aring Walls over Girders & Floor Nailing U�ra op in Walls (rat proof) lr 're �s, Furred Ceilings -Stairs -Chasers -Tubs 4 ea(1ers & Beams -Size & Bearing 62. Insulation -Walls -Ceilings 63. Infiltration -W s- dows Date Card B-1 Date Card B-1 Date CarB Date Card B-1 Date FIN lans) OK except #s - xt. Steps -Door & Sidelight Protection -Landings Smoke Detector 66 -Fu ace Vents -clearance -Comb, Air -Connector - 22 rage; Above Floor-Ducts-Mech. Protection room Exiting F.I. & Bath Fixtures & Tub Access -Spa Se Elec. Trim & Subpanel, Breaker Sizes & Labels -9-Xairs & Rails e lace or Stove, Clearance -Hearth c Outlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure �9 C. Duct in Garage -Damper Wtr. Htr: Vents -Clearance -Comb: Air Connector-P.R.V. ingarage; Above Floor-Mech/Protection 7t13rP .; Elec. & Mech. Equip. LiSted for Location c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 8e- Fdn. VBents & Crawl Hole Door`Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. F lowin Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 11 cco Brown -Finish VAX. Unit Disconnect, Electrical -Plumbing 8 s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing rior Elec. Trim, G.F.I. Receptacle -Underground 8190tilation Throughout House G�pt Protection orrections from Previous Inspections ' ( r 2. est -Meters Tagged, Gas -Electric W Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates dress Posted prin er OC— Data L 15, ( and B-1 ' pate Card B-1 Date vCard B 1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042130 LICENSED CONTRACTORS 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 Issued Date: 10/08/2004 APN: 047-560-091-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: -Y, Map Index: Date: Contractor: Description: NSF (2801) GARAGE (538) COVERED DECK OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the (737) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: WEILEIN DAVID P & JANET L TRUST signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or WEILEIN DAVID P & JANET L TRUSTEES she is exempt therefrom and the basis for the alleged exemption. Any P O BOX 7667 violation of Section 7031.5 by any applicant for a permit subjects the CHICO, CA 95927-7667 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 'Applicant: WEILEIN DAVID P & JANET L TRUST provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of - proving that he or she did not build or improve for the purpose of sale.). 1, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). '.Pontractor: BILL TROUDY CONSTRUCTION INC ❑ I am Exemp under Article 3 of the Business and Professions Code Date: O Owner _ _ 29 PORCHLIGHT CT CHICO, CA WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 95973 Cl I have and will maintain a certificate of consent to self -insure for 530-623-3228 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. License #: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Architect: PEITZ, GREGORY ARTHUR Engineer: Carrier Policy #: ,L I -+-certify that in the performance of the work for which this permit is 4076 S.F. issued, I shall not employ any person in any manner so as to Total Square Ft: become subject to the workers' compensation laws of California, Valuation: $206,769.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith complywith thoe provisions. l E�. e) --�d Date: , Applicant:�� -_ • — _ WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, -and attorney's fees'• -- ^-- I - -% �t-` '�`�<%. _ ��� !� (', -�ij •� Y� _ _ _ . . _ _ CONSTRUCTION LENDING AGENCY This permit is hate. y issued under the applicable provisions of the Butte County Coda ?nrtlor I hereby affirm that there is a construction lending agency for the Resolutions oil ork in (cated above for which fees have been paid. / performance of the work for which this permit is issued (Sec 3097 Civ.) / z) • _ �? I/'" By: l—� Date: --77 Name: PERMIT EXPIRES ON:( Address: + Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for insperposes. 1 Print Na;e: Signat _1�� _�------- Date: Owner 0 Contractor ❑ Agent for Owner ❑ Agent for Contractor INSULATION CERTIFICATE Job Nunrber::::::'S657 DESCRIPTION OF INSTALLATION 1. ROOF ............................... Thickness (inches): ..................................................... 2. CEILING Batt or Blanket Thickness (inches):::::: *:''€€€€ : ::::::::::: .................................... LoFill Type: .. Minimum Installed Weight/ft::;.... Manufacturer's installed weight per square foot to achieve 3. EXTERIOR WALL Frame Type: ... .................. ........ A. Cavity Insulation Material::�`........................ ................. ......... ................... AA: Thickness (inches):':::::: ...... /1. . AA/4 B. Exterior Foam Sheathing .... .......... ....... Thickness inches ............................................. 4. RAISED FLOOR Material: ........................................................................ Thickness (inches): . ................................ S. SLAB FLOOR/PERIMETER. Material: Thickness (inches):..................... * ............. * ....... Perimeter Insulation Depth ...................... 6. FOUNDATION WALL Material: Thickness (inches). - Brand Th.......... ... * ........ ermal Resistance (R -Value): ............ ........................... Brand............................... Thermal Resistance ....................................................... Brand Name: .......... Minimum Thickness:13 inches .................... ............ Thermal Resistance ........... .... ......... Brand Name:::::::::::::::::-:, ............. ............ ::': -3. Thermal Resistance (R -Value):::::'::::::::: .11:. ... &.19 ................. Brand Thermal Resistance ....................................................... Brand Thermal Resistance.............. ................................................... Brand Thermal Resistance (R -Value):. .......... .......... ............. Brand ........... Thermal Resistance (R Value): .......... ............ ............. DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the I Certificate or Compliance, where p cable. ......... .. .2..................... Item Number'sre j4d-Date LVI�Gtu x/12 Item Number's Signature and Date ............................................... ...................... Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner TO: FROM: DATE: A15F INTER -DEPARTMENTAL MEMORANDUM 0 5-- 6 3 2, )6 Al 7-r BUILDING DIVISION, OROVILLE ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDIN AL FOR: OWNER NAME: SEPTIC: WELL: ✓ AP#: Yi—S&0-0'ql ADDRESS/LOCATION:_ Comments: PRO,, GL/memos/releasehold .a ? COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center -Drive • Oroville, CA e (530) 538-7541 .i CORRECTION NOTICE OWNER PERMIT N0. A routine inspection indicates that -the following violations of Butte County ordinances exist at the above address,,and should be:con-ected. Please call for re -inspection when correction of .A. work is co feted. If you have any questions pertaining to this matter, or need additional explanati , please contact the Building Inspector as indicated below. ,nn .4 f--1' /'-T /JCJ- ��ylllG' 7G5 i Oi5/G/1)/G" �IV 12Z 172-'5T a1v Gi.�l /5 4'�ag) Date 7 - - Inspector REV 2/05 Phone # 3 ` 5"3 54' �w T COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES s 41.1 Main Street - Chico, CA - (530) 891-2751. 7 County Center Drive - Oroville, CA - (530) 538-7541 1 .CORRECTION NOTICE j VJ�f bo V-,\ coq Z-1 3Z) OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediiaatly. C- r REV 10/92 .rte rGVCRMLOVICRU01Wf IVIANAVCIVIMI AUtNt,T O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A- PROPERTY OWNER INFORMATION�Forinslirancelomrn yUse '? BUILDING OWNER'S NAME PoII, cylVumber ;; DAVID WEILEIN BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAICNumber 630 OASIS DR. CITY STATE ZIP CODE CHICO CA 95926 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUTTE COUNTY APN: 047-560-091 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME 63. STATE BUTTE COUNTY UNINCORPORATED 00617 BUTTE CA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 0600170340 - C 6/8FJ8 618198 A 261.50 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM 'El Community Determined ElOther (Describe): B11: Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe); B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' ® Finished Construction *Anew Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed -seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations = Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, ARIA1-A30, AR/AH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NIA Conversion/Comments NGVD 29 = ' Elevation reference mark used 267.01 Does the elevation reference mark used appear on the FIRM? PPS Yes ®No d, tie o a) Top of bottom floor (including basement or enclosure) 262. 77 ft.(m) � �a • �t;�T� ;h,,,, o . b) Top of nerd higher floor WA . _ft.(m) �,:��,,I:;. tl o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) y sf { 4t o d) Attached garage (top of slab) 262, 58 ft.(m) 00 wr ' ;J a o e) Lowest elevation of machinery and/or equipment the building _ '� servicing (Describe in a Comments area) 262.63 ft. m .�`��'�d/u . , o f) Lowest adjacent (finished) grade (LAG) 259.98 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 261. 68 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade WA o i) Total area of all permanent openings (flood vents) in C3.h NIA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME TIMOTHY C. WOOD LICENSE NUMBER R. C. E. 61779 EXP. 6/30/2007 TITLE REGISTERED PROFESSIONAL ENGINEER COMPANY NAME THE ENGINEERING GROUP, INC. ADDRESS CITY STATE ZIP CODE 1250 EAST AVENUE STE. #10 CHICO CA 95926 FEMA Form 81-31, January 2003 . See reverse side for continuation. Replaces all previous editions IMIJUKI ANT: In these spaces, copy the corresponding information from Section A ?!For Insurarice Compariy use BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ;Policy Number 630 OASIS DR. CITY STATE ZIP CODE Company NAIC Number CHICO CA 95926 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Post-oonstruction flood certification. C3e: AC pad 2.63 Bottom of electrical panel: ❑ Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1 ft.(m) 2in.(cm) ® above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is 1 ft.(m)1 in.(c m) ® above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME TIMOTHY C. WOOD ADDRESS CITY STATE ZIP CODE 1250 EAST AVE SUIT #10 CHICO CA 95926 SIGNATURE DATE -3 f3 oS TELEPHONE 530 899-0409 ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone A0. G3. ElThe following information (Items G4 -G9) is provided for community floodplain management purposes. NUMBER G5. G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS U Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions rcucrtFlLCmCrt17CIV1�t111IANAVCIVIMIAUCMv T O.M.B. No. 3067-0077 s NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on paces 1.7. SECTION A - PROPERTY OWNER INFORMATION y BUILDING OWNER'S NAME 3.Policy Number f DAVID WEILEIN , BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.Company NAIC,Number 630 OASIS DR. np ;.. . CITY STATE ZIP CODE CHICO CA 95926 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUTTE COUNTYAPN: 047-560-091 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY UNINCORPORATED 00617 BUTTE CA B4. MAP AND PANEL ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): 87. FIRM PANEL B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEiREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 0600170340 C 6MM 618198 A 261.50 D 1U. Indicate we source of uie Base Hood Elevation (Bit) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 612. Is the building located in a Coastal Barrer Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete, - C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. Datum N/A Conversion/Comments NGVD 29 Elevation reference mark used 267.01 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No ; * :: o a) Top of bottom floor (inducing basement or enclosure) 262. 77 ft.(m) o b) Top of next higher floor N/A. _fL(m) �' - • -. r .�� x °! �; o c) Bottom of lowest horizontal structural member (V zones only) N/A. o d) Attached garage (top of slab) 262. 58 ft.(m) 0 a ) .1 a f , o e) Lowest elevation of machinery and/or equipment w a ; �/ § servicingthe buildingDescribe in a Comments area 262.63 ft. m r •tw o f) Lowest adjacent (finished) grade (LAG) 259.98 ft.(m) z' m '`s o g) Highest adjacent (finished) grade (HAG) 261. 68 fL(m) .Joel o h No. of permanent pe openings (flood vents) within 1 ft, above adjacent grade N/A J } ;�� p z f o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. an) z m; , : �,• SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME TIMOTHY C. WOOD LICENSE NUMBER R. C. E. 61779 EXP. 6/30/2007 TITLE REGISTERED PROFESSIONAL ENGINEER COMPANY NAME THE ENGINEERING GROUP, INC. ADDRESS CITY STATE ZIP CODE 1250 EAST AVENUE STE. #10 . CHICO CA 95926 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMF'UK I ANT: In these spaces, copy the corresponding information from Section A. 1` BUILDING STREET ADDRESS (Indudirg Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0. 630 OASIS DR. CITE' STATE ZIP CODE CHICO CA 95926 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Post -construction flood certification. C3e: AC pad 2.63 Bottom of electrical panel: 265.78 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number !.(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1 ft.(m) 2in.(cm) ® above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the plattorm of machinery and/or equipment servicing the building is 1 ft.(m)1in.(cm) ® above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME TIMOTHY C. WOOD ADDRESS CITY STATE ZIP CODE 1250 EAST AVE SUIT #10 CHICO CA 95926 SIGNATURE J DATE -�(( 3 N 5— TELEPHONE 530899-0409 ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAAssued or communitymissued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., STE.100, CHICO, CA 95926 (530) 894-5719 2 .. (v u �-c a ?� Lt e� C 4 0. v�C u1'r `d 4 ay A„ �✓ ve lr-hr'e-4. L' 61 sld er A -C) 04/06/2005 14:27 5305340735 BUILDERS - PAGE 01 y APA P. � TPouO7 Certificate. of Conformance Certificwe 0 5 4 0 9 2 THIS IS TO CERTIFY that the glued laminated timber products identified with 13 COIISCdve marls of Engineerlsd YWod Systems (AWNS) were manufactured in accordance with the applicable standards and associated specifications indicated below. ANSI Standard Al go. 1.1992. For Wood Products — Structural Glued Laminated Timber NERASS Glued Laminated Inmber Combinations And "GAP'$ Computer Program For Detem,ining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademailKed structural glued laminated timber members were produced in a manufacturing fadi'ity subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline gond quality. 1/9 3r l�ZIII 2-0 A 0 VZ- - 3r1ZKIy 3112 Thomas G. WMamson Executive vice President ENOWMED NaOf AFA - WE INVINJEWD WOMAW&UT dY 70,18" 19" ftM,- RO. eat 11700 • Trcm& wA YM114M T.Mph� tisa1 at&MO • F= rr.dW awr 6067106 j•d f►ZTTE�60ES Moil! 411113 spoon uJ4%S8 ;' aLOrtt 906Z qa' 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: A �� �. �"y��...i G� C� ��%� � ( �• tea-. � � / L..- .S ��� Date to 14!:�>PROPERTY OWNERS: �� I�i�a � 14 L14 — State of California ) County of ZwbQ ) c f On (P- %-00 _ before me, 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. Seal: ' TOSHA M. RYMEL Commialon 8 1487649• Notary Public - California Butte County My cormn..Explres May 4, 2008 6YL AND WHEN RECORDED MAIL TO: 20®4-034 24 BUTTE COUNTY BUILDING DIVISION1 7 COUNTY CENTER DRIVE Recorded I REC FEE 19.00 OROVILLE, CA 95965 OfficialyRec rds COPIES 4.00 i BUTCount CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Lisa 11:44AM 07 -Jun -20@4 I Page 1 of 5 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: A �� �. �"y��...i G� C� ��%� � ( �• tea-. � � / L..- .S ��� Date to 14!:�>PROPERTY OWNERS: �� I�i�a � 14 L14 — State of California ) County of ZwbQ ) c f On (P- %-00 _ before me, 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. Seal: ' TOSHA M. RYMEL Commialon 8 1487649• Notary Public - California Butte County My cormn..Explres May 4, 2008 6YL v- " ORDER`NO. BU7147873, CV DESCRIPTION .� ."ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE. STATE OF CALIFORNIA,"` COUNTY OF BUTTE, DESCRIBED AS. FOLLOWS: - ".f — PARCBL It A PORTION OF THE NORTHWEST ".QUARTER OF SECTION 34,"TOWNSHIP 23 NORTH, RANGE -1 EAST, M.D.B. h"M., AND MORE PARTICULARLY"DESCRIBED — f AS FOLLOWS:" COMMENCING AT THE NORTHWEST CORNER OF THE PROPERTY "OF""" "THE. CITY .OF f CHICO AS DESCRIBED IN THE DEED DATED AUGUST 31., 1942 AND.RECORDED = i' SEPTEMBER 1O, 1442, IN. BOOK 303,"PAGE1156, OFFICIAL::RECORDS, SAID . CORNER. BE ON THE WEST LINE OF SAID SECTION 34; NORTH 0,DEG.. 08• ! 20" WEST 579.85 FEET FROM THE QUARTER SECTION "CORNER: BETWEEN. . TOWNSHIPND.RANGE; THENCE FROM SAID ._ SECTIONS 34 AND 33OF SAID"A i. POINT OF COMMENCEMENT ALONG THE NORTHERLY "LINE.OF. SAID CITY OF i CHICO PROPERTY,'NORTH 89 -DEG. 50 50° EAST'.83:4:06 FEET TO AN IRON I PIPE AND THE SOUTHEAST' CORNER OF"PARCEL_ I -AS DESCRIBED IN: THE DEED FROM ANTHONY SANTOS, ET UX,, TO CHARLES P"."PAISLEY, ET AL,.RECORDED SEPTEMBER 4, 1958, IN""BOOR 955,,PAGE 326' OFFICIAL RECORDS;".THENCE " ALONG."THE EAST LINE -OF SAID PAISLEY, ET AL, PARCEL,. NORTH O.DEGr 08. 20" WEST 470.0 .FEET; PARALLEL TO THE WESTERLY LINE ".".OF.SAID J SECTION 34, TO AN IRON PIPE ON"THE SOUTHERLY BANK OP..HUD CREEK; i ( THENCE" CONTINUING ALONG THE .EAST LINE'. OF SAID PAISLEY-,"ET.AL, PARCEL; NORTH".O DEG. 08'-20" WEST 52:00 FEET TO THE—CENTER—OF MUD CREEK AND THE `TRUE POINT. OF BEGINNING FOR THIS"DESCRIPTION;";THENCE CONTINUING FROM SAID TRUE POINT OF..BEGINNING, ,. ALONG" THE EAST :"LINE- OF SAID PAISLEY,,ET At,' -PARCEL, NORTH.O DEG: 08# 20" -WEST 930:47: s5"• FEET -TO AN IRON PIPE AND THE. SOUTH—WEST CORNER OF PARCEL';1 AS - i?" DESCRIBED IN THE DEED FROM ANTHONY-SANTOS, ET UX; -TO DAVID DUNCAN, �'• ET "UX, RECORDED AUGUST "26," 1958. 'IN "BOOK 954, PAGE .316,, OFFICIAL��. RECORDS; :THENCE -ALONG THE SOUTH"INE-OF F.SAID DUNCAN"PARCEL,;NORTH 88 DEG. 541 $O" EAST 832.71FEET TO AN;IRON,":PIP&.'AT THE SOUTHEAST. CORNER: OF SAID DUNCAN PARCEL; THENCE SOUTH 0 DEG: :O1' 33". EAST; _ 9.00: 0 FEET TO THE *CENTER "OF MUD CREEK; AND" THE SOUTHWEST 'CORNER OF THE PARCEL OF LAND DESCRIBED IN' THE "QUITCLAI M"DEED -.FROM ILIFF W. WATKINS, ET UX, TO CHARLES"B: PERRY,"ET UX, RECORDED FEBRUARY' 3,. "A958,:IN"BOOK 923,"PAGE .535, OFFICIAL RECORDS; THENCE ALONG SAID. CENTER OF MUD CREEK,- THE FOLLOWING 5 COURSES AND"DISTANCES.;"SOUTH 28. -DEG. " 27' WEST 136.2 FEET, SOUTH "66 DEG. 01' WEST" 165.•8 "FEET;" " NORTH 88'DEG. 08' WEST.195.0 FEE NORTH DEC. 55! 'WEST 30.8 FEET; SOUTH 86 DEG.• 15 WEST 76..0. •FEET TO THE TUtUE . "POINT OF BEGINNING. EXCEPTING THEREFROM THE -EAST 400 FEET, AS MEASURED ALONG THE "NORTH' " LINE .THEREOF;" THE WEST LINE .OF SAID EAST "400 .FEET " BEING.. PARALLEL" WITH. "THE EAST.'LINE THEREOF,, :AND"'EXTENDING .. SOUTHERLY. TO".""THE SOUTHERLY LINE.OF SAID PARCEL -0 F.LAND. CONTINUED 9 5'- AI 3 9 ORDER'NO BU -147873 CV PARCEL Is 'CONTINUED RESERVING':THEREFROM. AN_EASEMENT FOR ROAD PURPOSES .AND PUBLIC "UTILITY., PURPOSES OVER .THE:WF.TBRI,Y 25 "FEET THEREOF. ' PARCEL ZIs - , AN EASEMENT ROAD'PURPOSES'AND:PUBLIC UTILITIES PURPOSES OVER A 50 FOO'P:.STRIP'OF..LAND LYING NORTHERLY OF AND:ADSACENT TO. A'.LINE AS HEREINAFTER. DESCRIBED,. THE NORTHERLY' LINE. OF SAID',50:FOOT:STRIP TOBEEXTENDED_NORTHEASTERLY TO 'ITS .ZNTEItSECTZON, WITH THE'NORTH.AND ' SOUTH` CENTERLINE' OF SECTION 34, TOWNSHIP .23 NORTH, TANGS 1"EAST.,' M.,'.PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE •NORTHWEST CORNER,.OF'THE:PROPERTY OF THE CITY OF. CHICO,'AS:DESCRIBED IN THE DEED DATED AUGUST 31,, 1942 AND RECORDED SEPTEMBER '10i 1942 IN BOOR.' 3'03, PAGE .56, OFFICIAL RECORDSt. SAID CORNER BEING.ON THE WEST LINE.OF SAID SECTION 3.4, NORTH.O.DEG. 08� EC :WEST 579:85 ' FEET FROM .THE' . 'QUARTER SECTION. CORNER .. BETWEEN' SECTIONS 3.4'AND 33, 'OF SAID TOWNSHIP AND.RANGE; THENCE ALONG.THE NORTH .BOUNDARY OF THE CITY OF:CHICO PROPERTY DESCRIBED. IN - ABOVE' MENTIONED. DEED'. AND 114 DEED FROM AUGUSTUS W. GRIFFZTH; RECORDED i' APRIL 25, '1041, .IN BOOK 272, PAGE 06, OFFICIAL .:RECORDS, THE FOLLOWING. COURSES. AND .DISTANCES t NORTH . 89 DEG. '50 • 5 .. EAST 1315,.4.0 FEET j.NORTH 89 DEG. 51' 50" EAST 319.75 FEET; AND .NORTH 44 DEG'. ..:52 • EAST 989.2 FEET; . THENCE . 'LEAVING SAID ' CITY OF CHICO 1 `PROPERTY:LINE, SOUTH 18 DEG.. 33, WEST '619.26 FEET TO. AN IRON PIPE; THENCE 'SOUTH 78 -DEG. 331. WEST 60..00 FEET -TO A POINT -:THENCE NORTH O DEG. O1' 3.3" WEST .900..00 FEET ALONG THE LINE COMMON To' -tilt ARENT AND WATKINS PROPERTIES TO AN IRON PIPE FOR THE -TRUE. POINT OF BEGINNING -OF THE LINE -TO BE DESCRIBED; THENCE FROM SAID TRUE':POINT.OP'BEGINNING;.NOR' 18 DEG. 3.3'0.'EAST, ' 985:0 FEET. TO AN IRON PIPE•IN THE NORTH AND SOUTH -CENTERLINE -OF SAID SECTION 34, AND THE . END OF SAID LINE. ' mmam AN -EASEMENT FOR ROAD PURPOSES AND PUBLIC*,UTILITIES PURPOSES OVER A STRIP OF LAND PARTLY 50. FEET IN WIDTH AND PARTLY 25 FEET IN.W1'DTH, 'SAID -STRIP BEING A PORTION OF.'THE NORTHWEST QUARTER OF'SECTION 34, TOWNSHIP 23 .NORTH, RANGE 1 EAST,- M.D.B. & M.,'.PARTZCOLARLy DESCRIBED AS 'FOLLOWS: BEGI;NNING'AT THE NORTHWEST CORNER OF'THE'PROPERTY OF -THE. OF CHICO.,'AS DESCRZBED".IN.THE DEED DATED AUGUST 31; 1942.AND.RECORDED. SEPTEMBER 10, 1942 IN' BOOK..303; PAGE' S6, :OFFICIAL RECORDS, SAiD: CORNER BEING ON THE WEST LINE OF. SAId SECTION:34,.NORTH`.O.DEG. 08�.. 20n WEST '579.85 FEET FROM; -THE QUARTER SECTION CORNER BETWEEN . SECTIONS 36 AND 33 OF ..SAID.TOWNSHLP AND RANGE; THENCE ALONG THE NORTH BOUNDARY.`OF THE CITY OF CHICO-PROPERTY ;CONTINUED ._ " _< <{ _.. _ .` ......a _ _ ._. ... _ .... ... � _ .. _ .. _ _. _...:._..ia_J%ti�:Y.S_.._T^�i�;.z3ti2� � si'•+i:.c— f. Fsw�e-prat.,�.:v:5_'-,a...._-a.:i..r��.__.�.�aaz:^azn^.'�._.._,_z.. " -i .:-.� _ ;' ._.•.... -.. .. _. .., __. Ji939 ORDER NO. BU -147873 CV . PARCEL IIIt'`CONTINOED DESCRIBED-.IN`ABOV$ MENTIONED.DEED'AND:IN ,DEBD'`FROM AIIGpSTUS W: ' GRIFFITH,'RECORDED'?APRIL' 258 °1941 :IN 666R"'2720- PAGE ..96, . OPFICIAL 'RECORDS. THE COURSES AND DISTANCES: . NORTH 89 DEG. 50*' 50M EAST 1315.40'FEET; NORTH S9 DEG..511::50".EAST 319.:75.PEET; AND i NORTH '44-% DEG. EAST 98.9.2 FEET; THENCE LEAVING`SAID-CITY 7 OF ,CHICO PROPERTYLINE:,. SOUTH..; 78 DEG. 331 :WEST,•619..26.' FEET.. To. -AN IRON PIPE; THENCE CONTINUING.SOUTH-78'DEG..331 WEST 60.O:PEET TO A i POINT) THENCE .NORTH 0 DEG..01? 33" WEST 900:.0.0 FEET ALONG THE LINE. COMMON TO THE'ARENT AND..WATKINS PROPERTIES`TO AN:IRON-PIPE POR THZ TRUE :POINT. OF. BEGINNING 'OP -THE -STRIP .:OF LAND . HEREIN ` DESCRIBED) THENCE FROM .SAID. TRUE. POINT OF BEGINNING; NORTH O 'DEG.' Ol• 33" WEST, .50..0 .FEET; THENCE PARALLEL WITH THE..NORTH LINE OF :SAID SECTION 34, SOUTH 88 DEG.. 54' 30" WEST,'808..0 FE ET, :MORE 'OR LESS, TO A POINT'WHICH IS DISTANT NORTH.88 DEG. 154"40 :EAST:858.95 FEET FROM THE•WEST'LINE OF':SAID.SECTION 34; THENCE'PARALLEL WITH THE WEST.LINE OF SAID SECTION 3.4, NORTH 0 DEG.. 08. 20" WEST 569 FEET, MORE OR LESS, .TO A POINT ON' THE NORTH LINE, :OF . SAID SECTIOI. 343. THENCE ALONG THE NORTH -LINE OF.SAID SECTION 34;.SOUTH 88' DEG. 54:1 30" WEST,- 25..0 FEET TO A POINT WHICH BEARS -NORTH 88 DEG. 54' 30" EAST 833.95 FEET FROM. THE NORTHWEST -CORNER.OF SAID. SECTION. 34; THENCE PARALLEL .WITH THE WEST LINE OF SAID SECTION 34, SOUTH 0 DEC. 08� 20" EAST -619 FEET, MORE. OR .LESS, TO.A POINT WHICH .BEARS SOUTH ` 86- DEG. 54' 30" WEST FROM THE TRUE POINT OF BEGINNING; THENCE -NORTH 88 DEG.. 54' 306'EAST 833 FEET, MORE OR LESS,.'TO THE TRUE'POINT OF �. BEGINNING. PARCEL Ib:. AN 'EASEMENT FOR :ROAD PURPOSES AND PUBLIC UTILITIES 'PURPOSES OVER A STRIP OF LAND. -PARTLY 50 FEET IN WIDTH AND PARTLY. 25 FEET IN WIDTH:, .SAID STRIP BEING.A PORTION OF THE NORTHWEST -QUARTER OF SECTION 34, TOWNSHIP 23. NORTH, RANGE 1 EAST, M ,'B.'.& .M., PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT'THE'NORTHWEST .CORNER OF 'SAID SECTION 34; TH£NCE ALONG THE. NORTH LINE. OF SAID SECTION, NORTH 88 DEG.. 54�; 30" EAST -.833.95. ; FEETTHENCE PARALLEL. WITH THE WEST.LINE OF'SAID -SECTZON;'S''O" 0. DEG. '68',20".EAST, 619:2 FEET; -THENCE PARALLEL WITH -THE NORTH LINE . OF .SAID SECTION;' 'SOUTH '88 "DEG: 54 30" WEST, 25.:0 .FEET; THENCE PARALLEL WITH THE' WEST LINE OF . SAID SECTION,. 96MM .0 DEG: '08' •20" WEST,. 569.2 'FEET; THENCE . PARALLEL .WITH 'THE.. -NORTH LINE 'OF SAID SECTION, SOUTH 88 DEG. 541 .3.0" .WEST, 808:95. FEET TO THE VEST LIKE.- . -.OF: SAID $ECTION; THENCE ALONG SAID.WEST LINE,_NORTH.O DEG. 08!.20" WEST, 50..0 FEET TO THE.POINT OF BEGINNING.. SAID EASEMENTS 'DESCRIBED.IN'PARCELS:II, III AND IV ABOVE,- ARE"FOR THE :BENEFIT O.F AND -APPURTENANT TO THE PROPERTY 'DESCRIBED IN 'DEED. 'FROM RALPH W: ARENT, ET'.UX,. TO ANTHONY SAN.TOS,'.ET UX, DATED MARCH CONTINUED u BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042130 LICENSED CONTRACTORS 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 Issued Date: 10/08/2004 APN: 047-560-091-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: `1 60 -y- Date: Contractor. Map Index: Clv) C,�, Description: NSF (2801) GARAGE (538) COVERED DECK OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the (737) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: WEILEIN DAVID P & JANET L TRUST signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or WEILEIN DAVID P & JANET L TRUSTEES she is exempt therefrom and the basis for the alleged exemption. Any P O BOX 7667 violation of Section 7031.5 by any applicant for a permit subjects the CHICO, CA 95927-7667 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: WEILEIN DAVID P & JANET L TRUST provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ Businessan Contractor: BILL TROUDY CONSTRUCTION INC 1 am Exemp under Article 3 of the Professions Code Date: ne : 29 PORCHLIGHT CT CHICO, CA WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 95973 ❑ 1 have and will maintain a certificate of consent to self -insure for 530-623-3228 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. License #: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Architect: PEITZ, GREGORY ARTHUR Cartier Engineer: #: ��Policy ,YJ" rtify 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 Total Square Ft: 4076 S.F. become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Valuation: $206,769.00 compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith compl ith t p6e provisions. Date: �� O WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. / / �i /� �7 CONSTRUCTION LENDING AGENCY This permit ishe y issued under the applicable provisions of the Butte County Coda ?nrVor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions oii ork in (cated above for which fees have been paid. Name: BY: - l—� Date: l — Address: :PERMIT EXPIRES ON:� :.;7 Date - �*"�---�^-•- ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ? ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or d ument of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspe oses. Print Name: Sign3tu Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor --� a ' ieg" $' 13)6,6y /4 BUTTE COUNTY '16 3, PERMIT [_-- DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS Bq1 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # I OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED _AT TIME OF APPLICATION / ►I CONTRACTOR OWNEIN Address 6� v State Zip Dl : TB Phone .�� 0`�-I . Subdivision Name G��i�i°'�i� ►I CONTRACTOR Nam ` fU c Address 6� v State Zip Dl : TB Phone Fax E-mailL'c. O Class APPLICANT NAME ARCHITECT/ENGINEER Name v Address DUrlSRA City Fax State Zip Phone Subdivision Name Fax E-mail I Page State License Number APPLICANT NAME Name Address City. State _T DUrlSRA Phone\ Fax E-mail APPLICANT SIGNATURE X For office use on AP# 0L4 - S wn - 0 I o Zoning e A ress 1 Flood Zone DUrlSRA WORKER'S COMPENSATION Yes No Occ. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. y e Const. Subdivision Name Name Map Book I Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# 0L4 - S wn - 0 I o Pro e A ress Cr s Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 200 I, e6ncxC�JK) Sq. Footage a --? ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to.the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 _ REV 4-30-04 SUBMITTAL REQUIREMENTS W - The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: Cl 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! 0 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations- ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: - ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D). Floor plans in triplicate, All of these must be stamped and wet-si ig�ed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process; contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE -DEPARTMENT O DEVELO0P ENT SERzIVICES-BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541: Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Vj C 1 1 ( ✓, �^ ASSESSOR PARCEL NUMB( Owl l -.05('0 + 0 koposed Building Use: Iy �[ ✓�` -7 -L �"I D `- Counter Technician: Date:y It ms required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to pply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 1 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations'.' J'A 4. Engineered truss details and layouts in duplicate. No faxes! I� 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in du licate.i ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -sighed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed; -in duplicate ❑ 11. Site plan and business license approval from the=City of Biggs , ❑ 12. Letter of intent for non-residential buildings f ❑ 13. Detached Accessory Building Form filled out byAhe owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department inChico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May quire additional plan review upon receipt of the folloyvinq items.) , ❑ 17. Fire Sprinklers................................f..................:......................................... 0 1 18. Agricultural Buffer clr and site plan,apr from the Ag Commissioner Sent by` ❑ 19. Soils Report and/or Engineered Foundation required...........................................TIV- 20. Erosion Control Plan Required/ ..................................................................... ........ ; 21. Fees as shown on the attached',Schedule of Fees Due Sheet .............................. , ❑ ity of Chico Plumbing per,mit........................../...................... 239�California Department of Forest y plan approval ZJ paid. Sent by:� 24. Planning approval (A) Use:(B)Parking: (C) Parcel Ch ck: -16--Z 25. Contact.Land Development about _ Improvements, _ Drainage ......................... .,. 26. NPDES Form...' ........................................................................................ ' 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification). ....... ;........ - 30. Worker's Compensation Carrier and Policy Number ............................... ;.... ...... V94901 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... j4<>32. Letter of Signature authorization .............................. ....'................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance......'........................................................ ❑ -35. Existing violations and/or expired permits......................................................... ,,,• . ❑ 36. Deed Restriction.........' ...................................... ................. :....................... tter fro ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Lem Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone - and hold for pickup. I have been informed f he ove items and requirements for obtaining a building permit. 7 Applican . Date: 1. Index permit application for t o e it bered: Plan Check Letter 2. Additional items re Contractor, design ,owe was dvi ed of the bove data by phone, ❑ mail,' ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter,'by Q Date: Plans reviewed by: Date: Plans approved by: ' Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: lb U Yellow: Building Division N7 7 - -7 C 7, --TO: - - FROM SUBJECT .§-vilding-D.epartment Environmental Health Sanitation Clearance E.N. USE ONLY Plot Plan Attached % (%_p Floor Plan Attached Sent to: 6.0. Lb - 115112,1 tL 14ed 0 Y? - -Owner Location AP# Plan -Approved. roved. for: --Sewage Disposal Water Supply: Public Private Well C Clearance for'2)dwelling. Other - final for: -7n U 'NOjjE. -Af "-7-,,-,-.Env(,rIPnmental Heatih Specialist. U Date Z-) 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER V (1 e 1 V1 A.P. It PROPR SED BUILDING USE 1_V C—�l v CA V , DATE 60 RECEIPT # DATE REC. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ f Revised Plan Checking Fee.... $$, l 2. SCHOOL DISTRICT FEES C/f t CCA:) (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ p Units Commercial (sq. ftg.)..... 4. URBAN AREA FEES X $0.03 = $ Sq.Ftg. (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES C � �� (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES Y7510.00 (paid at Building Division) . SRA FIRE INSPECTION AND PLAN CHECK FEE �.i%By1 Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dur' ha -plan checyng ptocess. APPLIC' DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) A FV NOTES RESIDENTIAL PERMIT NO. _. 047-560-091 04-2130 i WEILEIN, DAVID ' �� OASIS DR, CHICO Cont: OWNER NEW SINGLE FAMILY } A SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK = No Readyab1e 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -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 = Nat Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Property Line Firewall & Openings 22. Gas Pipe; Sixe & Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 23. Fire Sprinkler' Test Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 59. Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection Shear Walls; Nailing -Bolts 25. Elec. Receptacles Spacing -Lights & Switches at Doors Brace Interior/Exterior Wall Panels 26. Size Boxes & No. of Conductors Stapled Insulation -Walls -Ceilings 27. Romex Installed Close to Edge of Studs & C.J. Infiltration -Walls -Windows 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 30. 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 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date •70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 36. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 37. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 38. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet A.C. Duct in Garage -Damper 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 80. 41. Sills Proper Materials & Anchors 81. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 82. 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 83. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 84. 46. Headers & Beams -Size & Bearing 85. A.C. Unit Disconnect, Electrical -Plumbing tL Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels •70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instid./Drive 0 Yes 0 No/Walks Cl Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address 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: cx�- �a { BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District \-� " C--� �✓ Building Department No. . A.P. Number 0 Jurisdiction: City County Property Owner 1' r I _ ► .]t/� ` Property Location/Address le AA Subdivision Lot No. Residential Development Q Q Q Sq. Footage O ► No of Living Mobile Home Addition) 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) .............................................................................................. _ _... i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q New Addition District Identification No. In 50 ( 110 CUSP School District certifies that (Street Address) (city) has complied with the requirements of Resolution No. representing p?80 / square feet. School District Representative Paid by Check # ,� Remarks: WON Sq. Footage (Including Exterior f Roofed ,as) Date ' t (Applicant) V -7a / (Phone Number) (state) (Zip Code) goo' QT by payment of $ NAB 2926 $ FULL MITIGATION $ 06 ko v Date Notice: You may protest the Imposition of the fess identified above by submitting a written protest to the District, In compliance with Government Cods Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely written protest will'prohibit you hom challenging the Imposition of the fees In any court action. K, subsequent to the School District Representative signing this Butte County schools Impact Fee Certification Form, tit School District Is AN by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CECA), this project may be subject to additional school fees to fully mitigate. Its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dmm BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM i s - CHICO AREA RECREATION AND (PARK DISTRICT Assessor Parcel Number(s) Property Owrier Y- k k—t % rN Project Location/Address OCI`1 S V Subdivision Total Number of Dwelling Units New Development A Ct) Lot . dmber(s) Residential Development: (check one) Alteration/Addition Demo permit issued (Date issued ) Verified by Building Department Records Verified by Assessor Department Records Comment: Mobilehome(s) Non -Residential to Residential 1a•'1• Building De aA`mnt Representative Date Chico Area Recreation and Park District (CARD) certifies that (Applicant Name) J. '��p (Street Address) (City) (Phone Number) 0 (State) (Zip Code) Mobile home replaced has complied with the requirements of Butte Co. County Park Facility Fee pursuant to Section 16- 33 of the Butte County Code, Resolution No 5.02 effective August 23, 2004. Payment for dwellin^ units @ $1,880.00 per unit, for total payment of $ long IoLt CARD RepresentativeDate PAID BY CHECK NO. REMARKS: BANK NO. �O •' 3S0 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico! ITETL` YREVIE �PPI�I AT'I 1� Date: �- y c� `"21cv( AP# 6c(7 ,o Permit Number (if applicable) 6)!Y- Z ( 36) - Bin Number 6l APPLICANT INFORMATION Parcel Size: -- / Owners Name: r� _ We Owners Address: Telephone No.: Situs Address: Proposed Use: Residential JE New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑—TemporaLyMobile-Home. (Aunt Minnie). ❑` Temporary -Travel -=Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial . ❑ Industrial Addition • Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ' ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 9 Approved ' ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Vs. P n Stamped pproved By ' Date Page 1 of 5 CIECICED-APMY-TPFiE PR 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: `/ • Flood Panel No.: O 3 C/,U 6 Index Date: 6 ❑ 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: s-4—-5 G -P= 49 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. 11 CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front '2 Side Side Street Rear ' 50 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. 11 CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 pplicable-DEveivp-men-t-FeE . Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- 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 J'' Beds: Date of Creation: Z 7163 Legal Access Provided: ❑ No ❑ Yes Deed of Reference: 12 -77 - 36 % Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No MYes, 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 Q Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ 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. ❑Y W<ra&stoves andfiieplace, 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. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ 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. ❑ Property owners responsible for road maintenance, and stop sign maintenance. El 701 Page 4of5 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. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Ub : hll6illENTiAL r'1RE SPRINKLER HYDRAULICS 4. Fr's�EERS William F. Squyres, Jr. (530) 345-1012. P.O. Box 3176, Chico, CA 95927. a: 03-01-2005 File: C:\RESDEN44\MILLIGAN.RES residential 2.heads flowing SOURCE I STATIC 60.0 Psi RESIDUAL 40.0 Psi DESIGN SPRINKLER MANUF : reliable MODEL SPRINKLER Q 14.0 Gpm VALVE SPRINKLER P 8.2 Psi METER AL. Page 1 FLOW 35 Gpm flres/49/ccp .0 Psi .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet --------------------------------- - FACTOR ------------------------- Psi Gpm 1 10.0 4.9 8.2 14.0 2 10.0 4.9 10.7 16.1 3 10.0 6.3 12.4 (800) 845-9819 4 10.0 19.0 5 10.0 27.9 6 10.0 30.0 7 10.0 30.6 8 3.0 35.0 9 1.0 SOURCE 38.6 30.1 SPRINKLERS FLOWING 2 1 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 14 Gpm o�F Q. Q REQUIRED DENSITY .055 Gpm/Sq Ft W.I COMPUTED DENSITY .055 Gpm/Sq Ft _Qj k � TOTAL SPRINKLER FLOW 30.1 TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED 30.1 TOTAL SPRINKLER PRESS 38.6 WATER METER LOSS .0 VALVE FIXED LOSS .0 SUPPLY PRESS AVAILABLE 44.9 DEMAND PRESS REQUIRED 38.6. PRESSURE CUSHION 6.3 MAXIMUM VELOCITY 15.7 ES * vic."vo. 15205 Gpm C-16 Gpm SAF of CAL�F�P� Gpm Psi -mlr-- e t} E_ C K-9-rAT-1 L F1'�sS . Psi `38.10 pSl �rt(►.l� Psi Copyright(2004) Psi by Psi Hydronics Engineering Psi �-' 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 F/S (800) 845-9819 05-, 0 3 2 SY O q "1 �-5�6�-a�j BUTTE COUNT -5-k6`0-71 BUILDING DIVISION APPROVED 4/./o s p, tl �: KL' JlllCj1V'l1HL r lht beh1N1UL!;K HYURAUl., UL; 4 . ,EERS William F. Squyres, Jr. (530) 345-1012. SSS P.O. Box 3176, Chico, CA 95927. 03-01-2005 File: C:\RESDEN44\MILLIGAN.RES .JOS residential 2 heads flowing E PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi ----------------------------------------------------------7-------------------- END DIAMETER TOTAL (Psi/Ft) 1 q= 14.0 K= 4.9 L= 8.0 Pt 8.2 Pt 8.2 1 _Q= 14.0 F= LLB F= 17.0 C= 150 Pe .0 Pv -.4 Vel= 7.3 D= .884 TL= 25.0 .1026 Pf 2.6 Pn 7.8 -------------------------------------------------------------------------- 2 Pt 10.7 2 q= 16.1 K= 4.9 L= 4.0 Pt 10.7 Pt 10.7 2 Q= 30.1 F= F= .0 C= 150 Pe .0 Pv -1.7 Vel= 15.7 D= .884 TL= 4.0 .4215 Pf 1.7 Pn 9.1 -------------------------------------------------------------------------- 3 Pt 12.4 3 q= -.0 K= .0 L= 21.5 Pt 12.4 Pt 12.4 3 Q= 30.1 F= 5B F= 25.0 C= 150 Pe .0 Pv -.7 Vel= 10.0 D= 1.109 TL= 46.5 .1397 Pf 6.5 Pn 11.8 -------------------------------------------------------------------------- 4 Pt 19.0 4 q= .0 K= .0 L= 43.5 Pt 19.0 Pt 19.0 4 Q= 30.1 F= 4B F= 20.0 C= 150 Pe .0 Pv -.7 Vel= 10.0 D= 1.109 TL= 63.5 .1397 Pf 8.9 Pn 18.3 -------------------------------------------------------------------------- 5 Pt 27.9 5 q= .0 K= .0 L= 33.5 Pt 27.9 Pt 27.9 5 Q= 30.1 F= BRB F= -13.0 C= 150 Pe .0 Pv -.3 Vel= 6.3 D= 1.4 TL= 46.5 .0449 Pf 2.1 Pn 27.6 -------------------------------------------------------------------------- 6 Pt 30.0 6 q= .0 K= .0 L= 5.5 Pt 30.0 Pt 30.0 6 Q= 30.1 F= L F= 8.0 C= 150 Pe .0 Pv -.3 Vel= 6.3 D= 1.4 . TL= 13.5 .0449 Pf .6 Pn 29.7 -------------------------------------------------------------------------- 7 Pt 30.6 7 q= .0 K= .0 L= 7.0 Pt 30.6 Pt 30.6 7 Q= 30.1 F= 4RSL F= 22.0 C= 150 Pe 3.0 Pv -.3 Vel= 6.3 D= 1.4 TL= 29.0 .0449 Pf 1.3 Pn 30.4 -------------------------------------------------------------------------- 8 Pt 35.0 8 q= .0 K= .0 L= 120.0 Pt 35.0 Pt 35.0 8 Q= 30.1 F= F= .0 C= 150 Pe .9 Pv -.2 Vel= 4.8 D= 1.602 TL= 120.0 .0233 Pf 2.8 Pn 34.8 -------------------------------------------------------------------------- 9 Pt 38.6 -------------------------------------------------------------------------- Meter = .0 9 -------------------------------------------------------------------------- Q= 30.1 <<< SOURCE >>> Pt 38.6 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRUNICS RESIDENTIAL FIRE SPRINKLER HYDRAULIC, :VEERS.: William F. Squyres, Jr. (530) 345-1012. -)RE P.O—Box 3176, Chico, CA 95927. PATE 03-01-2005 FILE C:\RESDEN44\MILLIGAN.RES JOB residential 2 heads flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH 10 9 8 7 6 5 4 3 2 1 SUBMITTAL. 10 15 20 25 30 35 40 45 50 FLOW - Gpm Supply Curve ®---a Demand Curve Static : 60.0 Avl Pr : 44.9 @ 30 Resid : 40.0 Req Pr : 38.6 @ 30 Flow : 35.0 Pr Cush: 6.3 Copyright: Hydronics Engineering, 2004. 34119 Fremont Bl, Suite 609, Fremont,_ CA. 94555. (800) 845-9819. Caution Read Carefully! Installation Instructions & Technical Data (Details in bulletins 035 & 135) • Model F1 Res 49 Pendent . Model F1 Res 49 Recessed Pendent / F1 (F1 escutcheon, adjustment) F1 Res 49 Pendent F1 Res 49 Recessed Pendent / F1 • Model F1 Res 49 Recessed Pendent / FP (FP push-on/thread-off escutcheon) • Model F1 Res 49 CCP Pendent F1 Res 49 Recessed Pendent / FP F1 Res 49 CCP Pendent Model F1 Res Sprinklers (UL 1626 Standard) Technical Data Max Sprinkler Sprinkler Pressure Max. Spacing gpm (Lpm) Thread Temp. Max Ambient K Sprinkler Size Rating pressure Tem Factor Len th inch 7.0 0.48 16 x 16 4.9x4.9 13 49 7.0 0.48 18 x 18 5.5x5.5 °F °C 20 x 20 6.1 x6.1 °F °C I °C mm ''/z" NPT 155 68 175 psi 100 38 4.9 2.25 R'/2 175 79 (12 bar) 150 66 57 Max Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) identification ft m Temp. Max. Number (SIN) 12 x12 3.6x3.6 13 49 7.0 0.48 R3516 14 x 14 4.3x4.3 13 49 7.0 0.48 16 x 16 4.9x4.9 13 49 7.0 0.48 18 x 18 5.5x5.5 17 64.3 12.0 0.83 20 x 20 6.1 x6.1 20 75.7 16.7(l.15) Technical Data Max Sprinkler Spacing ft (m) Sprinkler Assembly Sprinkler Identification Number (SIN) Max. 13 49 Sprinkler Thread Temp. Temp. Max. Ambient K Length Size Rating Flatino Pressure Temp- Factor inch (mm) °F I °C °F I °C °F °C Y2r' NPT 155 68 135 57 175 psi 100 38 4.9 2.25 (R 1/2) (12 bar) 150 66 57 Max Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x12 3.6x3.6 13 49 7.0 0.48 R3516 14 x 14 4.3x4.3 13 49 7.0 0.48 16 x 16 4.9x4.9 14 53 8.2 0.56 18x185.5x5.5 1868.1 13.50.93 20x20 6.1x6.1 20 75.7 16.7(l.15) The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -131 Rev.0 Basic Principles of Solvent Cementing The solvent cernented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation.. It can meM) the success Or failure of the systern as ,.I wl lole. Accordingly, it, requiies the: �,:urla professional care rand ,ittenl.ioi I that etre. given to otlier con,Iporicnis of the system. There are many solvent cementing I:cchniques published covering SL( -,p Iry st.ep prOCCdLIICS OI"i jLISt how to make solvent cemented joints. 1-lowevel; we feel that if the basic principles involved are explained, I<nown and understood, a better understanding WOUld be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings are flammable, so there should be no smoking nor other sources of I1cat OI- fl.uile in working or storage areas. Be sure to work only in c1 well ventilated slate and avoid unnecessary skin contact with all solvents. More detailed safety information is available from Harvel or IFS (Weld -On) Corporation. To consistently -make good joints, the following should be carefully understood. 1 The joining surfaces must be softened and made sen'lifluid. Z Sufficient cernent must be applied to fill the gap between pipe and fitting. 3 Assembly of pipe and fittings must be made while the surfaces are still wet and fluid. ' 4 Joint strength develops as the cernent dries. In the tight part of the joint the surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. ;1 These areas must be softened and penetrated C � Surfaces must be assembled while they are wet and soft When using if ONE S I EP Cetllerd'ino plocess, pCneU'ation.Incl Sol lei (;.If) he :ICI IIeved Iry II Ic cement itself (lead ONE STET' cementing i'rroce:dr.lres erircft.dly; refer to inslallatiorl inst'u(lions). For CCl lrlln sizes, under certain Conditions, it naay be desirable to use the I WO STEP process which utilizes a pruner to ensure adcgrlute: softening. For example, when working in cold wcatl'lei' will I Utrge diameter pipe, more time and additional applications stay he: required. Cement coatings of sufficient thickness More than sulficient ccmcnt to fill IIIc loose p:llI of the joint must hr: applied. Resides filling the gap, adedu.ur. cerment layers will pealcllat: Il le sulfates and Aso Ienl,Iin wel until the: joint is assembled. PIOVC this youisclf. Apply on the lop surface of a piece of pipe two separate layers of cement. First flow iii a IIeavy layer of cc:nlenl, then aicngsioc it a thin brUSIICd ()ut lOYer 01 the b'ye's CVCIy I i seconelS or $0 1y a gel IIIc tap with your finger. You will dote that the thin layer becoanes lacky -Iha then dries quickly (probably Within Is secon(is)1 he heavy layer will remain wet match longer. Now check for penetration a few minutes after;Ipplying loose layers. Scrape item with a knife. the If layer will Ilave achieved little or no penetration. The he, ogle, much more penewilion., If the ccyrlhnt co;uings on the pipe and fittings are wet and fluid when assembly Uliuri place, II'ley will Irnd to flow together Mica become one layer. Also, if the cement is wet the surfaces beneath tl'lem will still be soft, and these softened surfaces it the tight part of the joint will tend LO fuse togcthcr. Surfaces Oo I< ruse(( Surfacer As the solvent dissipates, the cement lover and the softened SI-111ACCS will harrier with a colresponding increase injoint stength. A goodjoint will take th lequiled wurking pressure long before It joint is fully dry and ling strength is ohtainerl. In the light ((used) part of thejoint, strengtl' will develup mole quickly that I it the looser (bonded) pert of the joint. Information about the development of bond strength c solvent cel ualtcdjoiits is availahl The QUAL►TI' Ll" VSR-SF (P)POTTER VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1 ", 1 1/4", or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a Clow of 10 gallons per minute or more occurs downstream of the device. The flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1"NPT bushing for threading into a non corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. UL & ULC LISTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Cast Aluminum, red enamal finish. Cover field In place with tamper resistant screws. Contact Ratings: Two sets of S.P.D.T. (Form C) 10 Amp. @ 125/250 V. AC 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes - 1", 1 '/o", & 1 '/z" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Limitations: 40° F/120° F 4.5° C/49° C Caution: This device Is not Intended for applications In explosive environments. Service Use: Automatic Sprinkler. NFPA-13 One or Two Family Dwelling NFPA-13D Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C Proprietary NFPA-72D Optional: Cover Tamper Switch , order Stk. No. 0090018 Kit for Outdoor Use: Order Slk. No. 1940036 Screw the device into the "TEE filling as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" filling may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" at the end of the sprinkler line or the drain and test connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle ML&I be used. The screw that holds the paddle must be securely tightened. , PRINTED IN USA Ht:v u 9ULLE IIN UUZ PAUL 1 OF Z 04POTTER' BELLS PBA-AC0 PBD -DC 1 (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel rating3. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof back)ox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: V S=- INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENTAT (MAX.) TYPICAL dB 10 FT. (3-)(2) MINIMUM dB AT 10 Fr. (3m) (1) 6 i. 1,- 12VDC POD126 1706012 .12A 05 76 0 i2C0) 12VDC �PBD120 1700012 .12A 90 76 10 (2ri0) 12VDC PBD1210 1710012 .12A 92 76 6"1s0), 24VDC PBD246 1706024 .06A 87 76 81200) 2,VDC PBD248 1708024 .06A 91 79 10 (250) 2,,VOC PBD2410 1710024 .06A 94 79 6 (ISO) 24VAC VUA240 1006024 .19A 91 76 0 (2oO) 24VAC POA240 1808024 .17A 94 76 10 (250) 24VAC PBA2410 1810024 .17A 94 76 6(ISO) 120VAC PBA1206 1806120 .05A 92 02 0 (240) 120VAC PBA1200 1808120 .05A 89 82 10(250) 120VAC PBA12010 1010120 .05A 99 85 Notes: 1. Minimum d6 ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories ' as specified in UL Standard 464. UL temperature range is -300 to 150°F (-340 to 660C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA " MKT. P8850001 - REV P PAGE 1 OF 2 MFG. #5400776 - 3/99 36 TOQUID INCORPORATED CORONA, CA • (909) 737.5599 FIG. 23 HANGER FOR C. P. V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt spec Function - The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13,13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE – SIDE MOUNT protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By -Figure number and C.P.V.C. pipe size. Patents Pending '-Hardened hex head sel f threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX.HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT FT. SIZE PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 9 09 1-1 4 4-3/16 3 2-3,�3,..,,2 1-1/2 1-3/16 1-3/16 {/1:1a 6-1/2 5/16 11 1 5%8r. <�: K ..:'W:..; _ 2 4-7/8 3-11/16 2-7/16 1-27/32 1-3/16 1-3/16 8 5/16 15 REVISED 3/94 Wf LL. f II t i p, 115 �% �f .. yyMM�I ,4) 5.l -TANK I rzAP V. VNII C �ry p • +Irl OR Pie (CA LCVLR-TVZ S' ' I II t i APPUCATIONS Specifically designed for the following uses: • Water circulation • Boaster service • Liquid transfer • Spraying systems • Jockey pump service • General purpose pumping SPECIFICATIONS Pump. • Capacities: to 50 GPM. • Pressures: to 94 PSI (217 feet). • Pipe connections: 1'/a' suction 1• discharge. • Temperatures: to 180OF (82"C) max. • Maximum working pressure: 125 PSI. • Rotation: right hand, ie; clockwise when viewed from motor end. Motor • NEN1A standa,d V4 — 211P, 115/230 V, 60 Hz. • Single phase. • 3500 RPtvl. • Built-in overload with eutomatiC reset. • Capacitor type. • Stainless steel shaft. FEATURES Multi -stage Design: Provides steady, quiet and vibration -free operation for years of trouble-free servioe. Impellers: 20% glass - filled thermoplastic precision molded for high efficiencies. Compact Design= Close - coupled; space saving. design provides easy installation. Flexible coupling and bedp!ate not requited. Mounting: Can be mounted in vertical or horizontal position. ,r �ri�Cii1'�'m 5 Crr]vr'„ - HSC Stainless Steel Pump Shalt: Hex design provides positive drive for impellers and eliminates clearance adjustments. Corroslon nesistant: Stainless steel wear rings and coverplates. Electro- coa:ed paint process applied inside and out and then baked on. 0 -rings: Througiout for positive sealing. Easy to Service: Can be taken apart for service by removing four bolts. Motor: Close coupled design. Ball bearings carry all radial/axial thrust lords. Designed1or continuous operati6n. All ratings are within working linits of the hi ntor. HP Model stages ii HSC07 2 1 ' I•IScio 2 il•; HW5 2 • 2 HSC20 3 3 4 ® 5994 GaUIMPumps, Ux:. Zd Wd9S : ZO Sow 61 .Ue f 1 2 7 8 5. 6 7 COMPONENTS item No. Description 1. Mechanical seal 2 Corrosion Tcsistant impellers 3 Rugged cast iron construction d Eieciro-coat paint 5 Stainless steel hex shay 6 Stainless steel wear rings 7 Stainless steel Cover places 8 0 -ring seals 9 Impeller bolt and vrasher EffectiVe Jena, 1994 19 EFiSC F6Z0T6e9FS : 'ON xw -1-116U SN dWnd 03-13 310iS HiNDN : k08d h0 ?1,!1H-1 cGoTr.Concr nr, •Cn rnn� in- YTn FROM ;NORTH STATE ELEC PUMP EIS DRILL FAX NO. :5308910793 Jan. 19 2005 02:56PM P3 .:�I.l;ti•:i gal pmm'l.o II DIMENSIONS AND WEIGHTS Nadel HV Length Width Haight - vi. (lbs.) HSC07 v. 15 8 9 53 HSCIO 1 1 16 8 9 58 HSC15 1Y 17 8 9 72 �—� HSC20 2 19 6 9 75 (All dimensions are in inches and weight in Ih6. Co not use for construction purposes.) PERFORMANCE CURVE METERS FEET 240 70 220 60 w50 U a 40 x } O J 0 30 201 101 180 160 140 120 100 80 60 40 20 0 TO CONVERT FEET OF WATER TO PSI — DIVIDE FEET BY 2.31 0 10 20 30 40 50 60 70 GPM 2 4 6 8 10 12 14 •16 m3/hr CAPACITY WATCH TECHHOLAG7k6 GROUP 5H4EC > FALLS NEW YCAY. 31.78 £PECIFICATIONS ARE SUBJECT TO CHANGE WTT14OUT NOTICE. PRINTED IN U.S.A. 20 hn Mn -!CIH 1 -I!,- 1 rrnTrn'r nF, •rn rnn� ins �Tn i MODEL HSC RPM 3500 tog 11-692 w0bak TO CONVERT FEET OF WATER TO PSI — DIVIDE FEET BY 2.31 0 10 20 30 40 50 60 70 GPM 2 4 6 8 10 12 14 •16 m3/hr CAPACITY WATCH TECHHOLAG7k6 GROUP 5H4EC > FALLS NEW YCAY. 31.78 £PECIFICATIONS ARE SUBJECT TO CHANGE WTT14OUT NOTICE. PRINTED IN U.S.A. 20 hn Mn -!CIH 1 -I!,- 1 rrnTrn'r nF, •rn rnn� ins �Tn .r.'• - - 4`: tea.=• ..d - �.%Y:+:� • ' ;✓.. �'xi.: i - _ err a� ' - s-�.+^ --g+•.�.+�n.' � ��:. >. ..{.... - - ":,��,y'r _ +frL.�c �-�`� .?,.. T' l._ Ta.._•^ _',r'�'•?' - r; _ �. ,Yi :T' <��1�-.,• ZZ ::r... �.�:: � = fL�.. Vii%' w�"•-' " :l .S.T :'a.Y: - 2.... - .5 . •, -.� 'yLm�- ,y... : q.L a"- :L. �•�• � _ , v3i !tri''}`:.'`--s::�:_ ��+ �•yl:. �'�`:•,�.y�j�- •`�•c�.t�ai'L :� siC� .,,� ��T�xr-�"r �F - •���'�'�� �; � .:`y'','r'a � .��7,�. �- u.:V.. .+; _ - ..Y.rci.o ��!-r':'�c ,I r_ '°:3 tf ,. - - i'� ::•!'^..'r ._ May;,-�� ��.>� ��- - :t__.c`:".•� .:'Ri_ '2 •s 'z � - ,. •• \.rr..Nr � .. _.., ... .•vim, � .l v.:': � _ - - -. 0�:� .:.,.w �FJ/ r�.� •R'A: =tits.•:, p° J: �.r_'.. -3 �'��. _ , -.�� � � ;��-'': � ' ;- _ 5000 • :. . • _ . — .. _ _ ..., =5000 GALLON FILL BOTTOM TOP WATER WEIGHT TANK CAPACITY DIAMETER HEIGHT OPENING FITTING FITTING PART NO. BLACK AVAILABILITY 305 46" 49" 16" 2' 11/2" 40702 E, F, H, L ! 550 67" 42" 16'• 2" 1. = 40703 E, F, H, L I 1000 64" 79" .16" 2" 11/2" 40892 i E i ". 1100 87" 51" 16" 2" 1 "=" 40704 E, F, H, L I 1550 87" 65" 16" 2" 11/2" 40627 E, F, H, L 2500 95" 89" 16" 2" 11/x" 40631 E, F, H, L 3000 95" 107" 16" 2" 11/2" 40635 E, F, H, L a 5000 141" 87" 16" 2" 11/z" 40943 L = 5000 102" 152" 16" 2" 11/z" 40641 E, F, H, L i Tank Availabilitv Kev: E=Shawnee, OK • F=Tooele, CT H=Washougal, WA L=Hanford, CA ' ?. '.,'�,1t'.H �:<•.r>'�'`T'.-L �:Y ...^�Y.�.r:'.:1-2 _. e. �...e_ t�-•___.�' ,_,Line_oir_ September 30, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 w Re: Plan Review: Weilein SFD Address: Oasis Drive Dear Sir/Madam: County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-2130 LP2A Job No. 2040015-104 . M, Linhart . Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) copies Plan Sheets 1 through 5 Title/Cover Sheet not dated by Gregory. A. Peitz. 2. Structural Calculations: Two (2) copies dated June 04, 2004 by Gregory A. Peitz. 3. Title 24 Ener— Compliance Documentation: Two (2) copies dated June 06, 2004 by Gregory A. Peitz. The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes (i.e., 1997 UBC, 2000 UMC, 2000 UPC, and 1999 NEC as amended by the State of California) were used as the basis of our review. Please note there are no further comments. Enclosed for your use are the above referenced documents bearing the LP2A plan review stamps along with the applicant's response letter. Please let us know if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES (::;C - -P. Roger Peterson, S.E. Structural Engineer PK:ag • Enclosures: 0 j LINHART PETERS -EN POWERS ASSOCIATES 7610 Auburn Boulevard - Citrus Heights, CA 95610 (916) 725-4200 - FAX (916),725-8242 - Toll Free '(877) 2 5-0653 - f\butte county 015\butte county 2004\2040015-104-pcf.doc } AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 i GD 10Q1Z-3zo- 1 2,e+ Recorded 1 REC FEE 19.00 Official Records I COPIES 4.00 County Of I Buyj,: j C MOACE J. GRUBBS i Recorder I ROSEMARY DICKSON Assistant I Lisa 1 :44AM 67 -Jun -2004 I Gage 1 of 5 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: A. �._ Gam. •' C%i��'-_� �.1�2�[? �i� ' ('%i��` , �� y C`�. / C��� .���%%��� � CJ'�L ; cS Date �17d4 PROPERTY OWNERS: State of California County of ' b(,C;bCQ ) / On ,((J; 7-00 before me,*� personally appeared_ ` -'('Lk lk Ci g +g 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. Seal: 1' TOSHA M. RYMEL Commission # 1487649 Notary public - Coliti'omia Butte County MY Comm. ExpUes May 4, 2008 ,�,±.w`-r�:,�,�[.�"''�. - v�33s�s�•:.,.,��:.Y �:,.<e:_. Gam..?�:�.:_.��_�_ � ..-:_�.,.;. -� __... �._.�-�:.,,,�a_..:... ,.. �..-.,. _ ... . �. , ... - � .-.. .. CONTINUED 95 1 4939 i ORDER'NO. BU-147873.CV DESCRIPTION r ALL THAT CERTAIN REAL PROPERTY SITUATE IN TUR STATE OF CALIFORNIA, COUNTY' -OF BUTTE,DESCRIBED AS. FOLLOWS: PARCEL It A PORTION 'OF THE 'NORTHWEST QUARTER OF SECTION 34, "TOWNSHIP' 23 NORTH, RANGE1 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED ; = AS FOLLOWS COMMENCING AT THE NORTHWEST. CORNER OF THE PROPERTY OF. THE. CITY. OF f _ CHICO AS DESCRIBED IN THE DEED DATED AUGUST .31., 1942 AND.RECORDED i = SEPTEMBER 10, 1942, IN. BOOK 303,•PAGE`56, OFFICIAL RECORDS, SAID. '• CORNER. BEING ON THE WEST LINE :OF SAID :SECTION 34-; NORTH 'O :DEG.. 08:0 20" WEST 579..85 'FEET FROM .THE QUARTER. SECTION."CORNER:. BETWEEN. SECTIONS 34 AND 33 OF SAID TOWNSHIP .AND. RANGE;..'THENCE FROM 'SAID j POINT OF COMMENCEMENT ALONG THE NORTHERLY LEVE OF .SAID CITY OF: CHICO PROPERTY, NORTH 89 .DEG. 50' 50" EAST. 83406 4EET TO.AN IRON PIPE AND THE SOUTHEAST' CORNER OF PARCEL 14:S DESCRIBED IN:THE'DEED i FROM ANTHONY SANTOS, ET UX.,-TO'CHARLES P.'PAISLEY, ET AL,. !RECORDED i SEPTEMBER 4; 1958, IN BOOR 955, .PAGE 326; OFFICIAL RECORDS;: THENCE ' ALONG. "THE EAST LINE OF SAID PAISLEY, ET AL, PARCEL, NORTH 0 .DEG.' 7 LINE...OF. 081 20" WEST 470.0 .FEET; PARALLEL TO THE WESTERLY LINE.F. SAID •; (. SECTION 34, TO AN IRON PIPE ON THE SOUTHERLY BANK CREEK; s THENCE' CONTINUING ALONG THE .EAST LINE OF SAID PAISLEY •, ET.: AL, PARCEL; w i NORTH -.O DEG. 08'.20^ WEST 52:00 FEET. TO THE CENTER OF MUD - CREEK AND THETRUE POINT OF BEGINNING FOR THIS DESCRIPTION;:THENCE �.. CONTINUING FROM SAID TRUE POINT OF..BEGINNZNG,,.ALONG'THE EAST ::LINE s OF SAID PAISLEY, .ET AL, PARCEL, NORTH 0 DEG. 08'.20"'WEST 930.47: i4 FEET TO AN IRON PIPE AND THE .SOUTWWEST CORNER OF PARCEL'.. 1:AS DESCRIBED IN THE DEED FROM ANTHONY SANTOS, ET UX; TO'DAVID DUNCAN, ET UX, RECORDED .AUGUST 26,. 1958'IN 'BOOK 954, .PAGE .316.,, OFFICIAL 'RECORDS; THENCE ALONG THE SOUTH'LINE OF. SAID DUNCAN'PARCEL,:NORTH - :.- '88 DEG. 54' 30" EAST 832.71 FEET TO AN.;IRON:PIPE-`AT THE SOUTHEAST. CORNER OF SAID DUNCAN PARCEL; THENCE :SOUTH 0 DEG.. ';O1' 33" 'EAST; 9.00:0 FEET TO THE CENTER OF kUD.dREEK3 AND THE SOUTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE QUITCLAIM DEED.FROM 'ILIFF W. WATKINS, ET UX, TO CHARLES B: PERRY,.•ET UX,,'RECORDED FEBRUARY.3,. •1958,. IN. BOOK 923., -PAGE .535, OFFICIAL RECORDS.; THENCE ALONG SAID CENTER OF MUD CREEK, THE FOLLOWING 5 COURSES AND DISTANCES.;`SOUTH : 28, -DEG.. 27' -DEG'. WEST 136.2 FEET; SOUTH 66 'DEG'. 0'1' WEST 165.-8 FEET; NORTH 88"DEG. 08' WEST .195.0 FEET; NORTH 67 DEG. 551 'WEST 370.8 FEET; SOUTH 86 DEG. 15'' WEST 76..0. FEET TO THE TRUE .POINT OF BEGINNING. _ EXCEPTING THEREFROM THE£AST 400 FEET, AS MEASURED ALONG THE NORTH 'LINE .THEREOF;' THE WEST LINE .OF SAID EAST 40O .FEET BEING PARALLEL:. _ WITH• THE EAST LINE THEREOF,. AND 'EXTENDINGSOUTHERLY TO. THE t SOUTHERLY LINE. OF SAID PARCEL OF:LAND. CONTINUED IP •. .. �4TeYr.:«`GSSG'-'m:1R''w^6^.iii'�a'G=�_n1_....w�e•.z.i'..::..s:•.::w.:::_.::.: c:..w..�_-'.�_..... __. .. :. .. - E 95-.A939 3 ORDER NO.. BU -14.7873 CD PARCEL Z! CONTINUED RES,ERVZNG _THEREFROM. AN-.. EASEMENT FOR 'ROAD PURPOSES 11ND . P[TBLIC . UTILITY.PURPOSES-OVER THE*WESTERyY'25.FEET THEREOF. - gA;tCBL 22 s AN 'EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITIES PURPOSES .OVER A 50 FOQT-.STR D OF :LAND LYING' NORTHERLY -OF• AND: ADJACENT TO: A .LINZ AS HEREINAFTER.DESCRIBED,..THE NORTHERLY LINE. OF SAID .50:F00'P:STRIP TO'` r BE•EXTENDED NORTHEASTERLY T& -.ITS .INTERSECTION. WITH THE NORTH.AND i SOUTH` CENTERLINE `-OF . SECTION '34,' TOWNSHIP 23 NORTH, RANGE 1- EMT,. M.:D..B: &•M:, •PARTICULARLY DESCRIBED AS FOLLOWS: I . BEGINNING AT THE NORTHWEST CORNER',.OF."THE .PROPERTY' OF THE CITy OF. CHICO, AS:DESCRIBED IN THE DEED DATED AUGUST 31, 194'2 AND RECORDED SEPTEMBER 10; 1942 IN BOOK.•.303, :-PAGE. 5.6, OFFICIAL RECORDS.;.' SAID CoRNER,$EING.ON THE 'WEST LINE.OF SAID SECTION 3.4; NORTH. O. DEG. 08' 20� WEST '579:85 FEET FROM .THE ,'QUARTER SECTION. CORNER :BETWEEN' SECTIONS 3.4: AND 331 'OF SAID TOWNSHIP AND RANGE; THENCE AI,02rG THE - NORTH :BOUNDARY OF THE CITY OF:CHICO 'PROPERTY DESCRIBED. IN ABOVE I MENTIONED DEED'. AND IN VEED, FROM AUGUSTUS W..GRIFFITH' .RECORDED i' APRIL 25, '1941, IN BOOK '272, PAGE: 960 OFFICIAL .RECORDS, THE FOLLOWING. COURSES. AND .DISTANCES:' NORTH.'89 DEG.. 50, '50M EAST iI 1315.:4.0 FEET; NORTH 89 DEG.- S11 50» EAST 319.75 FEET.; AND NORTH 44 DEG'..'.52• EAST 989.2 FEET;,THENCE: -LEAVING SAID: CITY OF CHICO. I PROPERTY ,-LINE, SOUTH 78 DEG"33' WEST '619.16 FEET TO. AN IRON PIPE; THENCE .' CONTINUING SOUTH 78' DEG. 331. WEST '60..00 FEET' TO A POINT; TiiENCE :NORTH '0 DEG. Ole 33" WEST .900..00. FEET ALONG THE LINE` COMMON TO THE ARENT AND. WATKINS PROPERTIES TO AN IRON -P FOR THE TRUE'' POINT OF BEGINNING -OF THE LINE TO BE DESCRIBED; THENCE -FROM SAID' TRUE'POINT OF BEGINNING;:NORTH 18 DEG: 3.3'1 EAST,'985:0 FEET. TO'AN. IRON PIPE. IN THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 34, AND. THE END OF SAID LINE. PARCEL IZIs AN -EASEMENT FOR ROAD PURPOSES AND 'PUBLIC :UTILITIES PURPOSES OVER'A' STRIP OF LAND PARTLY 50. FEET IN WIDTH AND PARTLY 25 .FEET'IN.WIDTH,ON 34, SAID-'6TRlP BEING A PORTION OF THE NORTHWEST'QUARTER OP-SECTI" TOWNSHIP '23 .NORTH, RANGE. 1 EAST, M.D:B: & M. PARTICULARLY DESCRISED AS FOLIAWS: BEGINNING AT THE: NORTHWEST CORNER OF THE'PROPERTY OF THE:CITY OF CHZCO.,'AS DESCRIBED' SEPTEMBER DEED DATED AUGUST 31; i94-2 -AND SEPTEMBER 10, 1942 ZN' BOOK .,'303; PAGE 56, ; OFFZCI'AL RECORDS, SAID: CORNER BEING ON THE WEST .LINE OF SAID'SECTIOH:34, NORTH`.O.DEG: 08•.. 20N WEST' 579.85 FEET. FR OM,THE''QUARTER SECTION' CORNER BETWEEN . SECTIONS 34 AND 33 OF .SAID TOWNSHIP AND RWiGE; THENCE ALONG THE NORTH BOUNDARY :OF•THE CITY OF CHICO PROPERTY ` CONTINUED .:.:.::..:....:.. .. v_:ris5n:iv.A$'srK .c......_;r:w:S ,. •h*+ .Y. _ ..rrR :. 9.39 'ORDER 'NO: 'BU -147873. CV PARCEL IIIc':':CONTZHOSD DESCRIBED IN '11BOVE' : MENTIONED' .DEED :NAND ; .IN DEED ''FROM AUGUSTQS �' GRIPPITH, RECOItDED`APRIL 25, 1941 :IN BOOR' 272;' PAGE •96,, OFFICIAL i RECORDS: THE. COURSES AND DISTANCES: NORTH 89 DEG.'S0f 50t EAST 1315:40 FEET;. NORTH 89 DEG. 51 f" :EAST ''31%' 75. FEET; AND NORTH 44 DEG. 520' EAST 98.9.2' FEET; THENCE:LEAVING SAID:CITY i OF CfIZCO: PROPERTY' EINE:, . SOUTH . 78 DEG. 33! _WEST: 619:'26 FEET.. TQ. AN IRON PIPE;'THENCE CONTINUING SOUTH 78 DEG:, 33• WEST 60.0.FEE'P TOA POINT: THENCE.NORTH O D$G..O1! 33" WEST`900:00 FEET ALONG THS.LINE. COMMON TO THE ARENT AND..:WAT.KINS -PRO PERTIES`TO AN.IRON'PIPE FOR TH$ i TRUE .POINT...OF'.:BEGINNING .OF 'THE''STRIP :OF LAND . HEREIN DESCRIBED; THENCE FROM .SAID_ TRUE .`POINT OF • BEGINNING; NORTH : O DEG:' Ol! 33" WEST, 50..0 .FEET: 'THENCE PARALLEL •WITH THE .NORTH. EINE OF TH SAID SECTION 3d; SOU88 DEG.. 54� 30" WEST,.808:.0; FEET,:D MORE'OR'LSAI TO A POINT WHICH 3S DISTANT NORTH .68 DEG. 54!'30":EAST .959'95 FEET ' FROM THEWEST LINE OF ':SAID SECTION 34; THENCE .Pau�T.rarI- WITH 'THE WEST. LINE OF SAID SECTION 3.4, NORTH 0 DEG.. 08 '20." WEST 569 FEET, MORE 'OR LESS, .TU A POINT' .ON. THE NORTH LINE. OF SAID' SECTION '34.;. 'THENCE -ALONG THE -NORTH LINE OF.SAID'SECTIOti—Ski88' DEG: 541 i 30"" WEST,' 25..0 FEET TO A .POINT WHICH BEARS NORTH 88' DEG. 54! .30" EAST '8.33.95 FEET FROM ,THE NORTHWEST . CORNER OF SAID. SECTION. -:34; THENCE PARALLEL WITH THE WEST LINE OF SAID SECTION 34; SOUTH 0 -DEG. � 08•' 20" EAST:619 FEET, MORE OR LESS, TO -A POINT WHICH .BEARS SOUTEi 88 DEG. 54.1 30" WEST FROM'THE TRUE POINT OF BEGINNING; THkNCE NORTH i 88 DEG: 54' 30"'EAST 833 FEET, MORE OR LESS -T6 THE TRUE POINT OF `. BEGINNING. i . PARCEL Iv:. AN EASEMENT'FOR'.ROAD PURPOSES AND -PUBLIC UTILITIES PURPOSES OVER A STRIP OF LAND. -PARTLY 50 -FEET IN WIDTH AND .PARTLY 25 FEET IN 'WIDTH:, SAID STRIP BEING.A PORTION OF THE NORTHWEST -QUARTER"OF SECTION'34, TOWNSHIP 23 NORTH, RANGE 1 EAST, M''D.:.B:- .b .M., PARTICULARLY ' DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST.CORNER OF'SAID SECTION 34; -THENCE ALONG . THE.., NORTH LINE. OF SAID SECTION, NORTH 88 ''DEG.. 5`4 ! 30'" EAST ' 833..95 EE . FT';. THENCE PARALLEL. WITH THE WEST LINE OF SAID SECTION;SOUTH 0 DEG. 08.20".EAST, 619.2 FEET: THENCE 'PARALLEL WITH TH.E NORTH LINE . OF ,SAID $ECTION; SOUTH 88 DEG: '54"30'WEST,. 25.:0 -FEET; THENCE PARALI;EL WITH THE WEST LINE OF.SAID SECTION;. NORTH 0 DEG: 08''20" :WEST,. 56.9:2 'FEET; THENCE . PARALLEL .WITH THE.. NORTH LINE OE SAID SECTION, SOUTH. 86 DEG. 541:3.0" .WEST, 808:95,FEET TO THE ;WEST LINE. ...OF. SAID $ECTION; THENCE ALONG SAID. WEST. LINE, NORTH. DEG:. 08!, 20". WEST, 50..0'FEET TO THE POINT OF BEGINNING.. SAID EASEMENTS DESCRIBED.IN _PARCELS:II, IIINAND IV. ABOVE,' ARE FOR THE :BENEFIT OF: AND APPURTENANT TO THE PROPERTY'`DESCRLBED 'IN 'DEED.. ' 'FROM RALPH W: ARENT,'ET.UX... TO ANTHONY SAN.TOS,.ET'UX, DATED MARCH CONTINUED `N L Y' . _... . O.B.-1 OWNER -BUILDER VEREFICATION Attention Property Owner. An "owner -builder" building permit has been applied for in your name and beating your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed 1property improvement: YES- NO 0 2. I HAVE 0 HAVE NOT signed an application for a building permit for the proposed work. . I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'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: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO.. 5. I 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 SI This Owner -Builder Verification is required by Section 19831 and 19832 of the California Heah* and Safety Coda This verifuation must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as time builder of property improvements specified. For your protection, you should be aware that as "owner-bmlder" you are the responsible party of record on such a permit: Building permits are not required to lie signed by property owners unless they are personally perfbming their own work If your work is being performed by someone other than yoursel, 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 time State of California and to have a business license from time city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work with the exception of various trades that you plan to subcontract; you should be aware of time following information for your benefit and protection: 1 If you employ or otherwise engage any persons other than your immediate family, and the work (Including materials and other costs) is $300 or more for the entire project and such persons are not licensed as contractors or subcontractors, then yon may be an employer. ♦ If you are an employer, you must register with time 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, woticers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks tT you if you do not curry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific mhnnation abou t your oblations under Federal Law, contract the Iutemal Revenue Service (and, if you wish, the U.S. Small Business Administtation). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or Brough their own employees, without a licensed contractor or subconttzator, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building pennk erroneously impbring that the. property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Infomation about licensed contractors may be obtained by contracting time Contractors State License Board in your community or 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 umml the verification is retied. Idiic 1 C. Vi iia, CB.O. er, Bounding Inspection NOTE: T Itis Owe Buffder fxfortnion is required by Seaton 13830 ofLice California Seaft mrd Safety Code- OVER ode OVER Butte County Department of Development Services TrF YVONNE CHRISTOPHER, DIRECTOR o ev0 o � o 0 0 O 7 County Center Drive 00 --�" = o ; o Oroville, CA 95965 / (530) 538-7601 Telephone c�U N'�y - / (530) 538.7785 Facsimile N TO: LP2A ' FROM: Scott Rutherford (530) 538-7160 srutherford@buttecountv.net SUBJECT: Plans Transmittal For Review Per Contract O DATE: 7/19/2004 - Applicant: lWeilein, David Permit 04-2130 Project Type: NSF/Gars e/Cov.Porch APN: 047-560-091 100% '70% Plan Check Fees $ 1,376.64 $ 963.65 $ 1,376.64 $ 963.65 LP2A Fee $ 963.65 Copies Attached: Qty Chk Application • Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other r O T r D z A s J b0 �i 'n D \ d Ar 'n i 1 1 H 'I p L � V x � � g'• aR rn T N Nfil 9 (~ I �4 0 00 00 a� �I u r � u �I i � a4 D p A s J blJ �i 'n 'n i 1 1 H p L � N rn T N Nfil ? 9 (~ grna r � R � •s p m ]:\Active\Weileln 07-11MWeilein.dvg, 5/17/200712:13:45 PM SHOP/GUEST HOUSE for DAVID and JANET WEILEIN 700 OASIS DR: CHICO CA., 95973 y�ju u r O O O o O O F �ilA F IF, O�Q SE g1 �pa A•, jz • Y Mpg �(F 5? }°i pEEr r +Y O BOE td y� • 11((11 + HP! FRI 11 O� I rE h u u - GREGORY A. PEITZ ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530)894-S719 F v H r � R � •s p U� b 7 S � 1 F O GREGORY A. PEITZ ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530)894-S719 25.g8 ACRE PARCEL 2.ci6 ACRE PARCEL ACCESS EASEMENT TO OASIS DRIVE O ' m O r-- - - - - - - - - - - - - - I N I t � I I I . • I I 1 I I BLDG. SETBACK LINE I I ' I 25' I' I I • I I I I � I o• I o• I o I I I I . I I I I I I THE PARCEL IS RELATIVEL FLAT W/ NO SIGNIFICANT TREES, ROOKS, CLIFFS OR OTHER OBSTACLES. ""THE LAND IS CURRENTLY USED AS A VINEYARD. 50q' 25' I � I 2.q& ACRE PARCEL 10.18 ACRE PARCEL •\\\�K/— 100' LEACH FREE SET BACK LINE. ,i PROPOSED WELL i i i i i • , DRIVE WAY PROPOSED 1200 COAL. SEPTIC TANK PROPOSED REPLACEMENT _ • I LEACH LINES I j I PROPOSED LEACH LINES I i i I N I . I •10' MIN NORTH J SCALE: 1^=100' 12 55 ACRE PARCEL WEILEIN RESIDENCE GREGORY A. PEITZ AP#:47-56-91 ARCHITECT ZONE:SR3 383 Rio Undo Ave. Chico, CA. 95926 (530) 8945719 FLOOD ZONE: NONE ACRES: 10.74 25.88 ACRE PARCEL 2.ci6 ACRE PARCEL ACCESS EASEMENT TO OASIS DRIVE O m ----- o------- `!�------------ � 'I N I I I i I BLDG. SETBACK LINE I I . I I I I I I I I . I �6 THE PARCEL IS RELATIVEL FLAT W/ NO SIGNIFICANT TREES, ROCKS, CLIFFS OR OTHER OBSTACLES. THE LAND IS CURRENTLY USED AS A VINEYARD. 50g' 25' 2.gh ACRE PARCEL 10.18 ACRE PARCEL • 100' LEACH FREE SET BACK LINE. I \ PROPOSED WELL i i DRIVE WAY �P I PROPOSED 1200 GAL. SEPTIC TANK PROPOSED REPLACEMENT _Y LEACH LINES ry NORTH .I PROPOSED LEACH LINES I N I . R10' MIN I i \ I I SCALE:V-100' 12.55 ACRE PARCEL WEELEIN RESIDENCE GREGORY A. P E I T Z AP #: 47-56-91 ARCHITECT' ZONE:SR3 383 Rio Undo Ave. Chico, CA. 95926 (530) 8945719 FLOOD ZONE: NONE ACRES: 10.74 cr 25.95 ACRE P� 6 ACRE PARCEL %5EMENT DRIVE O m �m BLDG. SETBACK LINE I i 25' I •- 1 dJ O I O O 2.96 ACRE PARCEL 10.15 ACRE PARCEL �,_ 100' LEACH'FREE 5ET BACK LINE. I PROPOSED HELL ' 1 I DRIVE HAY PROPOSED REPLACEMENT LEACH LINES • m PROPOSED 1200 GAL. SEPTIC TANK Ilii I - 1 1 1 1 1 1 1 1 PROPOSED LEACH LINE5 I I I 1 I I I 1 I I I • 1 I I I ry 1 1 1 1 1 1 1 1 10' MIN '76.0' NMTW 7;g O, I i �J SCALE: 1"=100' 12,55 ACRE PARCEL WEILEIN RESIDENCE GREGORY A. P E I T Z AP #: 47-56-91 QO '%ox 7%!0% ARCHITECT ZONE: SR3CLQ; Co 1 Co. 95917 383 Rio Undo Ave. Chico, CA. 95926 (S30) 894-5719 i FLOOD ZONE: NONE ACRES:10.74 3� cy T� ilio. C 211283 yg. tf„ t nvironmental Heb"", APR Chico, CA DEW -M . MI. ♦—® FiBEDRDOF� 42- BAR ROLL IN %* w NO DOOR Ll%AN6 RKV. RANGE W VECCAE A BATH VOL Sim OvBe GAS FP. , iKALK-IN .,.n,ENTRY 13ATH -Y - APPROVED fW Butte County I Me. C 21283 ro mental Health I cz- EIM p Of9 rn OARACE ALMMY Signature El r SCALE:1/8"=1'-0" ATH 01, WEELEIN RESIDENCE gumCHICO CALIFORMIA A.P. M 47-56-91 20'-6"