Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
039-230-131
J 1 NOTES -+ f rSF a J RESIDENTIAL E PERMIT NO. _ 039-230-131 V 04-0918 �- PETERSON, RICK & NICOLE 9687 ROBLE RD, DURHAM CONT: ADONIS POOLS (: NEW POOL MSTR#507-01 f 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED ate Signatur Vill s. f l .S } i+} G 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED ate Signatur Vill J=OK 0 = Not OK t . = NotReadyable ' 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) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6.,Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 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 Date Card B-1 Date POOL Ians.OK except #'s s -Easements Soils ompaction-Structure Stability of Stru re; Steel -Connections -Thickness Dead n- ' 1- c tacles and Lighting, Distance-GFI fighting; 15 Volts-GFI _SeEjnclosures; Conduit Entries -Terminals -Listed lec.; 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. osure; Fencing -Alarms Date. Card B Date Card B-1 Data -'Ie' :/ Card B-1 Date Card B-1 C� "< yl J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ 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) 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date 50. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Garage Fire Protection Framing -RC Channel 17. Water Htr.; Vent -Access -Combustion Air Baffle 54. 18. Water Pipe; Test & Anchor -Nail Protection Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 57. 20. Shower Pan; Test, First Floor -Tub Access Card B-1 Date Card B-1 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date 67. Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Trim & Subpanel, Breaker Sizes & Labels 24. Fixture & Transformer Clearance -Ins. Protection Stairs & Rails 25. Elec. Receptacles Spacing -Lights & Switches at Doors Fireplace or Stove, Clearance -Hearth 26. Size Boxes & No. of Conductors Stapled Elec. Outlets at Wood Panel, Int. & Ext. 27. Romex Installed Close to Edge of Studs & C.J. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Outlets & Receptacles at Kit. Counter 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Garage Fire Door; Swing -Landing -Closure 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al A.C. Duct in Garage -Damper 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 32. Service -Riser Conductors & Ground Main Disconnect Plb.; Elec. & Mech. Equip. Listed for Location 33. Equip. Clearances Panels-Motors-Mech. Equip. •Elec. Receptacles in Garage (F.F.I.)-Romex Protection 34. Clothes Closet Light -Shower Light -Spa Light Insulation -Foam -Looked in Attic 35. Smoke Detector Guard Rails & Deck Construction -Post Caps 82. Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 84. 36. A.C. Ducts Insulation & Support 85. 37. Vent Fan, Exhaust above insulation 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 38. Condensate Drain & Overflow, Size & Grade Water Well, Disconnect, Electrical, Plumbing 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Exterior Elec. Trim, G.F.I. Receptacle -Underground 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 92. 41. Sills Proper Materials & Anchors 93. 42. Walls Studs -Nailing Spacing & Braces' Plates -Sound 94. 43. Bearing Walls over Girders & Floor Nailing 95. 44. Draft Stop in Walls (rat proof) 96. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Card B-1 Date Card B-1 Date 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-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 (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 ❑ Yes _ 83. Following Instld./Drive ❑ Yes O No/Walks ❑ Yes O No/Planters ❑ 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP040918 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date'' 04/0$/2004 APN: 039-230-131-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 9687 ROBLE RD DUR License Class: Li nse Number Date:`Contractor: Map Index: Description: IN GROUND GUNITE POOL (MASTER507-01) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner' PETERSON RICHARD & NICOLE 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 pursuant to the provisions of PO BOX 1222 the Contractor's State License Law (Chapter 9 commencing with Section DURHAM, CA 7000) 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 95938-1222 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).): ❑ 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 Applicant' ADONIS POOLS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 12 PHEASANT RUN COURT sale. If however, the building or improvements are sold within one CHICO, CA 95973 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 530-891-1197 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, Contractor: ADONIS POOLS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 12 PHEASANT RUN COURTCHICO, ❑ I am Exempt under Article 3 of the Business and Professions Code CA 95973 Date: Owner: 530-891-1197 License #: 266839 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer'' required by Section 3700 the Labor Code, for the performance of the woOkOrphich this pe it is issued. My workers' m ensation insur ce c rrier an numb e:r Carri �l�i i� al Square Ft: 0 S. F. � cf � � �� Policy cy fx: �' — �� Valuation: $0.00 ❑ I certify that in the performance of the work for which this permit is Census Code' 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: r a l,C t t/-*- qD 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. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the n to do work in ' ated a for ich fees have been paid.performance of the work for which this permit is issued (Sec 3097 Civ.) Name: i:Iesoluti ate: RMIT EXPIRES ON: Dafe Address: ❑ 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 authod_zeq agent of the ownery.,l_agree..to_compJX with all county and state laws rel 111to building construction. I acknowledge it is unlawful to alter the substance of an fficial doc ent-01'6ae County. I hereby ' r authorize represent es of B e untyl!too/ enter upontheabove mentioned property for inspection purpose Print Name: LAN G�d`�� L A� ++ Sig a re: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP040918 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/08/2004 APN: 039-230-131-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /) Site Address: 9687 ROBLE RD DUR License Class: —� Li nse Number Dale: ��� Contractor: _.ry Map Index: Description: IN GROUND GUNITE POOL (MASTER507-01) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PETERSON RICHARD & NICOLE 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 pursuant to the provisions of PO BOX 1222 the Contractor's State License Law (Chapter 9 commencing with Section DURHAM, CA 7000) 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 95938-1222 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).): ❑ 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 Applicant•- ADONIS POOLS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 12 PHEASANT RUN COURT sale. If however, the building or improvements are sold within one CHICO, CA 95973 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 530-891-1197 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, Contractor: ADONIS POOLS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 12 PHEASANT RUN COURTCHICO, ❑ I am Exempt under Article 3 of the Business and Professions Code CA 95973 Date: Owner: 530-891-1197 License #: 266839 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of pedury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the woovMTrhich this pe itis issued. My worke rs Ompensation insur ce c rrier an numb e:r Carri '% Ze, S r% r� Total Square Ft: 0 S.F. Policy #: Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: f I= 1 r / 1.jY � p tAf�"r 4 3el qD� 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. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti n to do work in ' ated a for ich fees have been paid. performance of the work, for which this permit is issued (Sec 3097 Civ.) _ U. Name: ate: P RMIT EXPIRES ON: Date Address: ❑ 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 fortes. I hereby certify that I have read this application, that the above information is correct; and that I am the owner or the duly authori agent of the owner Lagree-to.complX with all county and state laws rel ti to building construction. I acknowledge it is unlawful to alter the substance of an I icial doc ent-o1'9-6tte County. I hereby authorize represent es of Be unty`to/enter upon theabovementioned property for inspection purpose Print Name: L��3-7.4�i��� Sig re: Dale: r,C_. O Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. �1 L4 U� -7 i to I.11-1IL-- ^© "L &19119 - -To " /-/ ZONING: A r �O NEAREST CROSS STREET: l I TRACTII.OTP. ITE ADDRESS: fkj�Z APZI C". ZIFa2l-1-12a-122 OWNER NAME: � � � PHO !O SM EEr ADDRESS: FAX cTrY. LP E4AAJL; APPLICANT NAME: PH Sn EErADDRESS: � F /_ CITY. ZIPS EMAIL CONTRACTOR NAME: 4 z?6A11-5 srREETADDREss: i/ �J "V cxrY,vP: E-MAIL LICENSE NUMMM 5?LICENSETYPE� 3 / ARCHITECT/ENGINEER NAME: PIiDNE q�z V134; SMU ADDRESS1-5,69r 7 �,4��� Z '�V � FAX CY. . / `0 �f o LICENSE NUMB E-MAIL: DESCRIPTIQN OR SCOPE OF WORK: p� d-vr 01 - 50 ❑ Structure Built withoutermits - ❑ Proposed Change of Occupancy (note previous use) F:L&-O-zo � X 457 5 C, 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 a iration, a new application, plans and fees will be required. 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. For office use only: Notes: Application Received by: Date: OL/' Receipt number: _„ Amount Received: �1 L4 U� -7 i to I.11-1IL-- -� E.H. USE NLY tu Piot Plan Achad Roar Plan Attached Sant to B.D. / rY TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 19 9& 1)39 c) 13/ Owner Location AP# Plan Approved for: Sewage Disposal (✓ Water Supply: Public Private Well ti Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 r's. •. ,*'� i u +.4 ri1' t'. w COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT ERMIT APPLICATION DATA SHEET OWER: /c� k1,611LTWAI-SrSSORP-ARCELN MB 0 p J-Z-3Dr Proposed Building Use: 14 " l&Ietdo � Counter Technician: ) Date: Ites required in order to apply for a permit. All b xo es MUST be checked OR marked NA in order to 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 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.) ❑ 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: o11`(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: OA;gs When issued Telephone - ( and hold for pickup. I have been informed of the -above items -and req'"�uirements fo obtaining a building permit. Applicant' Date: 1. Index p rmil a p ication or the (a a ove items numbered: Plan eck Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow r w s advised of the abo e d to by phone, ❑ mail, ❑ counted Date: Plans reviewed by: _Date: Q Plans approved by: I y `- Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVIION, O OVILLE FROM: .��F ENVIR. HEALTH, CHI O DATE: -� RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME:�SEPTIC: '� WELL: ADDRESSILOCATION: Comments: GL/memos/releasehold fir. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIV SION, OROVILLE FROM: , ENVIR. HEALTH, CHICO DATE: FALTH RELEASE ENV.LD ON B . LDIN-G FF; OWNER NAME: SEPTIC: v WELL: _ AP#: Vgq�_ ADDRESS/LOCATION: Comments: GL/memos/releasehold t• (. NOTES4 PAL i .I RESIDENTIAL_ /�.. 039 230-131 Q103-0663 PERMIT NO... PETERSON, RICHARD q (p R ROBLE RD, DURHAM (50 --NT: RYTHER NEW SINGLE FAMILY CIAj-T I" SPECIAL CONDITIONS CHECKED BY 'SRA FLOOD CERTIFICATE REQ. y ;r - _ FIRE SPRINKLERS, REQ., SPECIAL INSPECTION ITEMS_ '- VERIFY of T y USE PERMIT CONDITIONS w. « a f+ SUB -STANDARD HOUSING LETTER.' OFFICE COPY v. r Address GAS O Meter By Date ELECTRIC O Meter By Dat, 15 JOB FINALE ( t v Signatur r J=OK 0 = NOOK . = NotReadyable MOBILE HOMES Date MOBILE HbME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH.Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ '/" L'ft. / P Nat. or/ /" L "ft./ P LPG 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 ` o = Not A t - =Not App plicable . = Not Ready RESIDENTIAL / Date I UNDE} LOOR (Plans) OK except #'s . G./ oni -Setbacks-Easements-Flood-Slope 2.. ., Main; Soils-Elec. Grnd.-//'2,C" Ftg. Depth Dat , Ftg., Garage; Soils-Steel-Elec. Grnd.-/,/" Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Date MEC 5. S w IIs,Main; Steel-Blockouts-Wrapped W. rao�Salts, Garage; Steel- Blockouts-Wra ed 37 H Downs and Special Anchors , Slab, el -Wrapped 8. P s -Fire lace Ftg.-Steel 4t' D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date I, r ir 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date7 11. Water Pipe; Test -Anchors -Regulator -Service Test Date FRAMING (Permit) OK except #'s 12. Electric Underground - Si�,S.Proper Materials & Anchors 13.. Plenums & Ducts; Clearance -Material -Support -Ins. Wdffs Studs -Nailing Spacing & Braces -Plates -Sound 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Be ing Walls over Girders & Floor Nailing 15. Access & Ventilation raft Stop in Walls (rat proof) 16. Insulation Date . -A -Cf2 Card B-1 v a Date R_�4-Q _j Card B-1 Date Card B-1 Date Card B-1 Date 1. PLUMBING (Permit) OK except #'s 1W>Vater Htr.;,Vent-Access-Combustion Air Baffle ?,WV.; Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access 41— Test Tub & Shower, Second Floor -Tub Access 0290as Pipe; Sixe & Anchors QQ_ Fire Sprinkler; Test Date 1, , Card B-1 , • Date Card B-1 Date Card B-1 Date Card B-1 Date ELEC ICAL (Permit) OK except #'s . F' ure &Transformer Clearance -Ins. Protection 2 JJ!c. Receptacles Spacing -Lights & Switches at Doors . ,§ `e Boxes & No. of Conductors Stapled 900'Rnmpx Installed Close to Edge of Studs & C.J. ,F 8 Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits -in Kitchen,& Conductor Si a qFI 30. Subfeed Wire S' / . Cu o A.C. Wire Siz C r AI 31. Range Circltra' u g r AI -Oven Circ. / . /ga Cu or AI Insulated N O Yes O No -a2" Service -Riser Conductors & Ground Main Disconnect 21.�ip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light . Smoke Detector Dat , Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s W. A.C. Ducts Insulation & Support 37 nt Fan, Exhaust above insulation Cy6clensate Drain & Overflow, Size & Grade F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4t' Attic Acces & PI rm if Furnace in Attic Date I, r ir Card B-1 . Date Card B-1 Date7 Card B-1 Date Card B -1 - Date FRAMING (Permit) OK except #'s 4 . Si�,S.Proper Materials & Anchors 4 Wdffs Studs -Nailing Spacing & Braces -Plates -Sound Be ing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders 8 Beams -Size & Bearing (Single & Duplex) Date Joist-Rftr. Ties- Purl in -Roll Brac.- 4'9' F eplace Ties or Type A Flue -Fireplace Throat Clearance is ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 5VKrm. Windows or Exiting Doors -Sill Ht. & Dimensions ume Fire Protection Framinq-RC Channel 914%Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits .b&-Kairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriqqers 5'—Siding-Nailing Veneer 58. yStd-cco Mesh -Drip Screed -Fd. Vents-Underflr. Access Ging Area -Glass Protection -Skylights -Plastic '/0-7- 6&. --Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings W. InfiltratioR4Yainclows Date Card B-1 Date Card B-1 d.Date'Card B-1 Date Card B-1 Date FIN P ns OK except #'s Le EZ. Steps -Door & Sidelight Protection -Landings e Detector Furnace Vents -clearance -Comb, Air -Connector - Inge; Above Floor-Ducts-Mech. Protection 6� om Exiting G FJ,& Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Ste& Rails 2. Fir face or Stove, Clearance -Hearth 7 . Outlets at Wood Panel, Int. & Ext. WT Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 e tlets & Receptacles at Kit. Counter 7 , are -Fire Door; Swing -Landing -Closure 9 C!Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ra e; Above Floor-Mech. Protection 7 Ib.; Elec. & Mech. Equip. Listed for Location 79. ElegR6ceptacles in Garage (F.F.I.)-Romex Protection 8f 4 ssulatio -Foam-Looked in Attic 81. d Rails & Deck Construction -Post Caps 82— Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Cjparahce Looked undtrRoor El Ye Fol nq Instld./Drive Wfes O No/Walks es O No/Planters es O No �- tucco Brown -Finish nit Disconnect, Electrical -Plumbing . Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. W r Well, Disconnect, Electrical, Plumbing Ex�ri6r Elec. Trim, G.F.I. Receptacle -Underground 8. Veptila ion Throughout House 9 GI Protection Corrections from Previous Inspections 92. Gas Tes eters Tagged, Gas -Electric 93. W r & Sewer Connected -C/O to Grade -HD Approval 9 . Ener Ayiffornpliance Certificate -Other Certificates ddress Posted 96. Fire Sprinkl Date - - f,0 Card B-1 & oVI Date Card B-1 Date Card B-1 I Date Card B-1 Date "-' Card B-1 Date Card B-1 Comments at Final: is CertainTeedlml Builders Statement . InsulSafe 4 Fiber Glass Blowing Insulation Hom caner Name / Jobsite Name Address Installer/Contractor (sign) Company Name Date Builder (sign) Inspected By (sign if required) Company Name Date Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. fL of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft of installed insulation should not be less than: (lbs.) Should not be less than: Cin .) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 '44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10172 22 13.1 76 0.353 9 19 11.1 90 r' "- 0.301 73/4 7.7 129 0.209 51/2 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of�bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. ., • The installed insulation must be at or above the specified minimum thickness for. each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertairlTeed Corporation 11/02 • R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 ) BAGS USED BATTS/ROLLS (✓) CEILINGS WALLS FLOORS Y , THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of�bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. ., • The installed insulation must be at or above the specified minimum thickness for. each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertairlTeed Corporation 11/02 • Manufacturer Insulation Fact Sheet CertainTeed Col, This is CertainTeed Corporation InsulSafe 4 Fiber Glass Blowing Insulation 1 CertainTeed Corporation P.O. Box 860 '. Valley Forge, PA 19482 f i THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW t The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application:' R -VALUE BAGS PER 1000 SQ. FT. MAXIMUMt SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 60 36.5 27 r 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 f 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 1072 22 13.1 76 0.353 9 19 11.1 90 0.301 VA 13 7.7 129 0.209 572 11 6.6 151 ! 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and C1518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. . li R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 5'2 16 19.8 51 0.533 4 15 17.9 1 56 0.484 3 V 14 17.3 158 0.467 32 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. t .t • is .� .. •••OOUNTY OF BUTTE..... _ BUILDING DIVISION j DEPARTMENT OF DEVELOPMENT SERVICES '? 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is t" completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this offic '' mediately. it nN .Y :yv �t „4 i . s - Date v Inspector/ 7j 4 REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538=7541 t. CORRECTION NOTICE S� 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 ti completed. If you have any questions pertaining,to this matter, or need additional explanation, please contact this office immediately. l s. J O .fi f J.: f y. t: } 4yyi f 'f r� y F: ^�k d REV 10/92 COUNTY OF BUTTE " BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street -' Chico," -CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 4 3 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 immediately. -� �r.1.o n Z nVza mxw.�l ROOM= I WIM19WIFAII M N I N"an Date r Inspector r l►�ly�L/ REV 10/92 t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 03 (Rbv.12/96)APPLICATION ASID PERMIT ASSESSOR PARCEL NUMBER 039-230-131 ZONING BUILDING PERMIT OWNER PE7-'ERSON RICHA$D &NICOLE TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS PO BOX 1222 DURHAM CA. 95938 2047 U 36'846.00 CONTRACTOR'S NAME RYMER DAILY CONSIlLS-5909 TELEPHONE 303 Cov --1-62939.00 / CONTRACTORS MAILING ADDRESS 1 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 284 365.00 ARCHITECT OR ENGINEER DONALD CLARK LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1284.78 ARCHITECT OR ENGINEERS MAILING ADDRESS 20 DECLARATION DR. CHICO CA. Plan Checking Fee $ 835.11 BUILDING ADDRESS 9687 ROBLE ED. DURHAM Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 2.185.89 IAT NO. SUBDNSIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome O Other SPECIFY Each Trap L91 7.00 133.0 Solar or heat pump water heater 23.00 Water piping 15.00 1 Each gas water heater or vent 2 15.00 TYPE OF WORK New Y1 Addition O Remodel ❑ Utilities ❑ Installation O Other O Describe Work: 4 BED ROOM WITH GARAGE AND POOL HOUSE, Gas piping stem 1 - 5 outlets 2 15.00 30.0( Building sewer 2 15.00 30. Mobile Home I s I G I W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A800V OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my license kin f II OTCe and effect. D ^�+�y� License Class Lic. No. (d, 11� (JX 1 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall &forthw, h ply vtlh those pr visions. �j I )51 o 5 ` I - X �lX. Da a "� '� Signature of Applicant - ❑ Ow e-r,ConOtractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DW EWNG OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢x: 221.1 NEW CONST. MULTI-OUTCUI NON•RESID. C 97.50 POWER APPAr US a SINGLE oUfLEr CIR. Ex. Occu p. OUTLET OR FocruREs Zo @'•00 BA.00 Ex. Occu .OFtnE'AgESIp,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 , PERMIT FEE $ 2x4,10 MECHANICAL PERMIT Fling Fee 20.00 Heating 3 120.00 60.00 Cooling 3 25.00 75.00 Hood 6.50 6.50 Ventilation 5 4.59 22.50 ONE GAS FIREPLACE PERMIT FEE $ 199.0 Mobile Home Installation Fee $ Energy Inspection Fee $ 46. QO 0o /U co NST. TYPE TOTAL FEE $ 2.916. 09 HA2. -- Oj FE5i FIYOOD X COF __ PAROL PQ T / H0 ISsu This permit is hereb Lied under of the Butte ty Code and/or indicate ove for which fees have By PERMIT EXPIRES ON7!V the applicable provisions Resolutions to do work been paid. L/I! Date V.� 01 efe ReceiptNo. 369778 '834.05 �Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I ECTOR GOLDENROD -APPLICANT 7 US E.". use ONLY y Plot Plan Altacmd 67 Floor Plan A cicod7— sent to S.D. — —O TO: Building Depa?trnen-T-� FROM: Environmental Health { SUBJECT: Sanitation -Clearance An_ %�� Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well --- Clearance Clearance for dwelliao. Other e _ _10 Hold final for: — ce O.K. for: NOTE: Health Specialist 8/96 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION e 7 County Center Drive, Oroville, CA 9'59 40hone (530)538-7541 Fax (530)538-2140 01 PERMIT APPLICATION DATA SHEET OWNER: C`% ! � 6 `o,eooe."O d eote1SSESSOR PARCEL NUMBER' - / J Proposed Building Use: I` ?7 , Counter Technician: / v Date: / ~ t � O�? Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1�1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 112. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 1V3. 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! At5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation -plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate:;,, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will 'be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, `in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ' ❑ 10. Letter of intent for non-residential buildings..............................................:.......... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... .' ❑ 13. Other Remaining 'items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4��44. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... C. Vj 1015: Statement of Intent for Non -heated and A/C Buildings ......................... .............. '16. Sanitation and plot plan approval from the Environmental Health Department ink 03 ❑ 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑, 19. Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: 2 /Contact Land Development about ❑ Improvements, ❑ Drainage .............................. I21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupan )*03—/70F' ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number,`Name Style, Classification) ...................... ' ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25.Owner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26,/Letter of Signature authorization.................................................... �............... 1 7. Recorded copy of Agricultural Acknowledgment Statement .................................... S = Z 03 ❑ 28. Manufactured. home utility clearance...........................................................:.... ❑ 29. Existing violations and/or expired permits ......................... :?...... :........................ ❑ P. ❑ GravaQeed, ❑ M.F1 Title/Statenjent of Facts, ❑ Letter from Legal Owner h n❑ Check to H.C.D. $ 3-1. Other: t- ��'l _5 - :0.2 RAi�; did recC eJ,4 When issued Telephone and hold for 'ckup. I have b n ' ormed Olhajaboolitems and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application fo mbered: / an Check Letter -'s4* 2. Additional items require U I'Q "i Contractor, designer, owner, a vcounter, by Q? Contractor, designer, owner, was advised of the ab ve data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: iV11_L- Date: •2 C4.0-3 Plans approved by: Date: Structural reviewed by: ; ::. Date: Structural. approved by: Date: p Note transfer by: �" Date �•_ �_ "�-If, Yel ow: u idin ivision Feb 01 02 08:13a p. i' , .• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL ING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-7541 3tMyT N[L Rev. 12/96) APPLICATION AND PERMIT (p (P AS SESSOR PARCEL NUMBER 0 -31 -oz ?0 13/ Z'7 - - BUILDING PERMIT DWNCreT&yLfa OWNER'S UoREss asAvwhym, T -EG63 SD. FT. OCC. BUILDING VALUATION - TELEPHONE -- - QMv U CO RACTORS MAILING ADDRESS O CONSTRUCTION LENDER — LENDER'S MULING ADDRESS Fireplace Total Valuation Q ARCHfTE ENGINEER �� j�� u ENSE NO.-- Fili I ng Fee $ 20.00 ARC E T OR ENGI E 5 DRES Z v / ( L Permit FeeZ19 Zf)$ Plan Checking Feew3s, 11 $ BUIL ING'* SS Energy Plan Checking Fee — $ -- $ PERMIT FEE PLUMBING PERMIT $ Fling Fedl 20.00 LOT No. SUBDIVISIONS NAME ARCE PL MAP USEOFSTRUCTURE ) Gj,') A1C ? SF Duplex ❑ Mobilehome ❑ Other ePECIFv Each Trap Solar or heat pump water heater 7.00 ('1_ 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ddition E3 Remodel ❑ Utilities ❑ Installation C3 Other c3 Describe Work: ' �Uf� —Gas Gas piping system t - 5 outlets 15.00 sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20,00 Main Serviceaoov oR LEN 2ooA oR LEss 23.00 •NtW . .. ." PEPArT FEE PAM 0 'S" La SHERIFF ER arm '. (L �� /IJIIIOVM' RECEZYE� ; 7 l � LJ *Ftr14Cq!M� ��c �A TO m KM COMMr • Main Service 200A TO Zoom 46.00 NEW CONGT. OWELLINOOCCUP. 90. OR ADONS. & ACC. BLD.. 3.5QF7, CO 5 . MULTI.OUTLET NO N.AESIO. (P7.501 POWEA APPARATUS 8 SINGLE OUiLl:Y C0. } TUoa - Ex. Occup. OUTLEr OR FIXRES 2L O . 0A.SO FAL. Occup. APPLNS. OR ovrL, RE810. EA 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 _ Misc. Wiring 23 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating goo- Coolings Hood 6.50 i Q Ventilation LT q r /iG Gr PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $44 4 41 CONST. PE TO AL FEE $ M O D CDF CEL -PD HD ISSUE - This permit is hereby issued under the of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON applicable pro'visr6ns ' Resolutions to do work been -paid. —' Date _ Receipt No. WHITE-D.D.S.-B.D. CANARY- ASSESSOR PINKANSPECTOR GOLDENROD•APPLICANT ff COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER P6 -,-r L-, SCHEDULE OF FEES DUE PROPOSED UILDING USE 2�ogz 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ 'ditional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCI DISTRICT FEES f1 -t -i aid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) Residential ...................... I x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. _ 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. Z-5. RECREATIONAL DISTRICT FEES 12PX 114A--/ (paid at District Office) (Available after Plan Check) — 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# 0,77- al -G._ f!?/ DATE _U RECEIPT # DATE REC. eZ160 6 i; At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed duringchecking jp;ocess. A DATE �3 Pursuant to Government Code Section 66020, you ire hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT'SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIILLE,tLIFORNIA 95965 - TELEPHONE (530) 538-7541 'IT SCHEDULE OF FEES DUE I OWNER rt7f-W56Y, X11611W 11 AIX'ul e, A.P. # 0.77- a 6 PROPOSED UILDING USE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ V, '$ - (-Z: L �Y—/ Additional Fees Due ................. ditional Fees Due ................... $ Revised Plan Checking Fee ...:.........$ 2. CHOOL DISTRICT FEES aid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Residential ..................... x $360.00 = $ Units Coiiimercial (sq. ft.) ............... —x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. "i Commercial (sq. ft.) ............. —x_=$ Sq. ft. Amt. RECREATIONAL DISTRICT FEES rx A/ (paid at District Offi&) (Available after Plan Check) "el le— C; 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 4A 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chap ed during e-pl checking r-ocess. g< APPL ) 03 QA- I � IC AN "DATE Pursuant to Government Code'Se"ction 66020, you 41a hereby notified that items 2,5'4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above. mentioned .2, nt — items during which you may protest. The requirements for a protest are specified in Governme ' I.., 1 1 CodelSection 66020,(-a Original - Buiding Div. 2nd py - Applicantf" 3rd Cof-q-, 0 rn ,y er V (Rev. 6/00) RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: O Du v v- (,V, Lc, A.P.N.: 0 7 30 " ?� Order No.: ace Above This Line for Recorder's Use Only Escrow No.: Z,00 j�% �. Z6 GRANT DEED TV UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY [ ] computed on full value of property conveyed, or j computed on full value less value of liens or encumbrances remaining at time of sale, }� ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Richard A. Peterson and Ronda Peterson Goldman, Co -Trustees of the Rodney W. Peterson Revocable Trust hereby GRANT(S) to Richard Peterson and Nicole Peterson, husband and wife as Joint Tenants the following described property in the unincorporated area, County of State of California; See attached for Legal Description The ;Rod2w. Pet erso evocable Trust, ichar A. Peter n, Co -Trustee Ronda Peterson Goldman, Co -Trustee Document Date: December 9, 2002 STATE OF CALL�6RNIA � )SS COUNTY F */7J41 X/i/'41PW On / FJ, before me, personally appeared X 0 IV 61,4 5`P, 4Te 1d4n e(/G" personally known to me (or proved to me on the basis of satisfactory eviden ) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that heeeYthey executed the same in his/rs#their authorized capacity(ies) and that by his/Li/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) ac ed, executed the instrument. WITNESS my hand and of sal seal. Signature _ Nal a C�t�a Zai 'ial noial seal. • NOTARY PUBLIC — CALIFORNIA Z SAN FRANCISCO COUNTY My Comm. Expires DEC 06, 20111 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below i Yi NTAI .2i 01 ace Above This Line for Recorder's Use Only Escrow No.: Z,00 j�% �. Z6 GRANT DEED TV UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY [ ] computed on full value of property conveyed, or j computed on full value less value of liens or encumbrances remaining at time of sale, }� ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Richard A. Peterson and Ronda Peterson Goldman, Co -Trustees of the Rodney W. Peterson Revocable Trust hereby GRANT(S) to Richard Peterson and Nicole Peterson, husband and wife as Joint Tenants the following described property in the unincorporated area, County of State of California; See attached for Legal Description The ;Rod2w. Pet erso evocable Trust, ichar A. Peter n, Co -Trustee Ronda Peterson Goldman, Co -Trustee Document Date: December 9, 2002 STATE OF CALL�6RNIA � )SS COUNTY F */7J41 X/i/'41PW On / FJ, before me, personally appeared X 0 IV 61,4 5`P, 4Te 1d4n e(/G" personally known to me (or proved to me on the basis of satisfactory eviden ) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that heeeYthey executed the same in his/rs#their authorized capacity(ies) and that by his/Li/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) ac ed, executed the instrument. WITNESS my hand and of sal seal. Signature _ Nal a C�t�a Zai 'ial noial seal. • NOTARY PUBLIC — CALIFORNIA Z SAN FRANCISCO COUNTY My Comm. Expires DEC 06, 20111 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below ORDER NO. BU -161602 LN DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT -CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 1991, IN BOOK.121 OF MAPS, AT PAGE(S) 52 AND 53. EXCEPTING THEREFROM A PORTION OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 24; THENCE ALONG THE NORTH AND, SOUTH CENTERLINE OF SAID SECTION 24, SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 126.00 FEET; THENCE LEAVING THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, ALONG A LINE PARALLEL TO THE EAST AND WEST CENTERLINE OF NSAID SECTION 24, SOUTH 88 DEG. 51' 00" WEST, A DISTANCE OF 70.00 F9ET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 DEG: 20' 25" EAST, A DISTANCE OF 224.05 FEET; THENCE SOUTH 00 DEG. 41' 05" EAST, A DISTANCE OF 24.95 FEET; THENCE SOUTH 88 DEG. 51' 00" WEST, 'A DISTANCE OF 28.15 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 117.00 FEET; THENCE SOUTH 89 DEG. 39' 35" WEST, A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 90.50 FEET; THENCE NORTH 89 DEG. 39' 35" EAST, A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 41.50 FEET; THENCE NORTH 88 DEG. 51' 00" EAST, A DISTANCE OF 28.00 FEET TO THE TRUE POINT OF BEGINNING. When recorded return to: County.of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 COPY of Document Recorded 23 -Jun -2003 2003-0040799 Has not been compared with original BUTTE COUNTY RECORDER Space above for Recorder's Use Owner Name: Richard Peterson and Nicole Peterson Building Permit No: 03 -0663 -Pool House DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 15th day, of May, 2003, Richard Peterson and Nicole Peterson, hereinafter referred to as owner(s), are the record owners of the following real property: 9687 Roble Road, Durham, CA 95938 and APN# 039-230-131, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-0663 was applied for on March 6, 2003 by the contractor in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-0663 has been reviewed and approved for only the limited purposes set forth below; and. VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and n 0 VII. WHEREAS,. Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-0663 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-0663 to Owner by Butte County, Owner hereby, affirms Owner's desire to develop a limited use facility, as set forth below,. which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited .use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, cooking, overnight guests, dwelling unit. The counter space is limited to 10 square feet with a 15"x15" maximum bar sink. No cooking facilities are allowed. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that, extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-0663. DATE: a -W ;�, � , 20 C �� i I Owner Signature:L_- t� Print or Type Name of Above Owner Signature: Print or Type Name of Above !H NOTE -TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the .correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared before me, SS. , Notary 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. WITNESS my hand and official seal. Signature STATE OF CALIFORNIA COUNTY OF BUTTE On Public, (Seal) SS. 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. t . WITNESS my hand and official seal. '*LR Signature J. DARYLE POLK comm. # 1258489 CNOTARY PUBLIC -CALIFORNIA g� COUNTY OF BUTTE 40(Comm. Expires March 31, 2004 (Seal) v This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. 11 Y Yvonne hristop�ed, Director Departr#ent Development Services STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On JLL va— o -Z 1)D3 before me,010C'-e.S r -'v , Notary Public, personally appeared b1 t -i �..��i , personally known to me - (or proved to me on the basis of satisfactory evidence) to be the personm whose name( is/a-e subscribed to the within instrument and acknowledged to me that +iee/she/t t y executed the same in lits/her/*&e authorized capacity(es), and that by -his/her/#TM signatures) on the instrument the person(&), or the entity upon behalf of which the person(e) acted, executed the instrument. DOLORES A HORN WITNESS my.hand and official seal. COMMISton01415610 Notary PubrC - caft is tta+M CouMtr t 1 NMcomm•1�na,zoo� / r Signature (Seal) . ORDER NO. BU -161602 LN DESCRIPTION THE LAND REFERRED'TO' IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON. THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 19911IN BOOK 121 OF MAPS, AT PAGE(S) 52 AND 53. EXCEPTING THEREFROM A PORTION OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 1 EAST,' M.D.B. & M:, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 24; THENCE ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 126.00 FEET; THENCE LEAVING THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, ALONG A LINE PARALLEL. TO THE EAST AND WEST CENTERLINE OF PAID SECTION 24, SOUTH 88 DEG. 51' 00" WEST, A DISTANCE OF 70.00 F$ET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 224.05 FEET; THENCE SOUTH 00 DEG. '41' 05" EAST, A DISTANCE OF 24.95 FEET; THENCE SOUTH 88 DEG. 51' 00" WEST, 'A DISTANCE OF 28.15 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 117.00 FEET; THENCE SOUTH 89 DEG. 39' 35" WEST, A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 90.50 FEET; THENCE NORTH 89 DEG. 39' 35" EAST; A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 41.50- FEET; THENCE NORTH 88 DEG. 51' 00" EAST, A DISTANCE OF 28.00 FEET TO THE TRUE POINT OF BEGINNING. a+i1�`►'ASif✓ti;:i-0ti7M;iy,4r,.'+.fi'���.',!'...".,+':}`fJ�'.^sr+.ard'L;A..G'.;i`"�s'lS'Ly`r,trr"•'..L,,,`•5;.;r^.1�C'^�Y'.:/.ra,.+-•r--•��v%Re.sy.,.r.r:+$.17:.1+',. J 9e / BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION SAND PARK DISTRICT Assessor Parcel'Number (s): 0 9, 2 30 3 I Property Owner '(s): i G ah C� �� / Cy ��2-re►%5U Project Location/Address: f` -U (e- Subdivison Name: Assessable Square Footage: `T 21 o Type of Residential Development (check one): New Development Afty eration/Addition ❑ Mobile Home (s) 4 Non -Residential to Residential J. Comments:' 03 Building Division Represe tive' Date Durham Recreation and Park District (DRPD) certifies that , I fc, •o Applicant Name Applicant Phone Number Street Address 1) Wr hCA- 15 -53� City jj State Zip Code } has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for a�ia square feet at $ 1.04 per square foot for a total payment Of $ L �� , Igo /03 DI311PD Representative Date PAID BY CHECK No.: ( Remarks: BANK No.: qD- 350 PAID BY CASH: RECEIPT No.: 1-1,5357 DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION r w BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM w" d (One form per Bullding) w' School District t 1 Building Department No. A.P. Number Q-"> r "Z,7U 13 I Jurisdiction: City Property Owner YZ I C ►' `a Y& �1 1 C 01C N TSS O Property Location/Address r Subdivision Q00e- lid . County l � Lot No. 0 3- 0(,4 (0 3 Commercial/Industrial New Addition Building Department Representative U • K (Floor Plans reviewed by School District District Identification No. A v -N Q ry--, 3 Sq. Footage (Including Exterior Roofed Areas) 4•2q`03 Date N. A d -School that,'Cb :3 ................................................................................................................... District certifies Residential Development l"-, Sq Footage ti l No of Living ` •�: "�,l' Mobile Home Addition/ *Supplemental to I '`fit' (Group.R) l' � Units•'- Installation �� Conversion :Permit # -�"K � - '(No foundation inspection): (City) Commercial/Industrial New Addition Building Department Representative U • K (Floor Plans reviewed by School District District Identification No. A v -N Q ry--, 3 Sq. Footage (Including Exterior Roofed Areas) 4•2q`03 Date N. A d -School that,'Cb :3 Pekirc� District certifies cum l"-, f (Applicant) �. • PLY, aaa 5 3 Q I Ig - 0(Q -,54 (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ -/ l 3 % • 90 representing / ij�..� /. -" - square feet., AB 2926 FULL MITIGATION $ 5P4:9A.f- 1 6 . _-2 3- v 3 School District Representative Date P Paid )by Check # Remarks: 0,.X-1 ,- {' i Notice: You may,protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with tia Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challerigirg 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 project4 being reviewed under the California Environmental Quality Act (CEQA),, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm Inter -Depart blInq alMemorandum TO: FROM: SUBJECT: DATE: les �/ �&fcz ��W i 1 • S r PROJECT' PROCESSING RECORD Applicant: Owner: A.P. #: CJ9 Permit Work Description: Date Descri tion of Step or Status 2zzp,- — lf�e17no j acj uwxu, -rv`Y � d �'JOf� z i OJ-7im, W144r-e . '2-L�- Y/1t c;, RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: Ck (� O A.P.N.: 730 Order No.: Siil Q i�' J Illi l 11Il 11 J (Illj Q ll < ,i`{��il7il 4LJ1�9LJ� Ji�•Y/ i L .gib__ ar 4 Above This Line for Recorder's Use Only Escrow No.: Z00 GRANT DEED THS UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY( I "c� 2 4- 1 14 I I [ X] computed on full value of property conveyed, or ll computed on full value less value of liens or encumbrances remaining at time of sale, X ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Richard A. Peterson and Ronda Peterson Goldman, Co -Trustees of the Rodney W. Peterson Revocable Trust hereby GRANT(S) to Richard Peterson and Nicole Peterson, husband and wife as Joint Tenants the following described property in the unincorporated area, County of State of California; See attached for Legal Description The Rod /W. Peterso evocable Trust BY : Lib+ , "� lam- r �`wl_-_x_ . ichar A. Pet Co -Trustee By: Ronda Peterson Goldman, Co -Trustee Document Date: December 9, 2002 STATE OF CALy,6RNIA i' )SS COUNTY PF eli-i -V ). / On V ),z / !J, before me, j' ���"/Z personally appeared /j/ - `f;7 Tel personally known to me (or proved to me on the basis of satisfactory evidenq4 to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he4fjre they executed the same in his/1r/their authorized capacity(ies) and that by his/Li/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) ac ed, executed the instrument. WITNESS my hand and of tial seal. Signature / C�I*` 12'ial notal seal. • NOTARY PUBLIC - CALIFORNIA Z SAN FRANCISCO COUNTY 1 My Comm. Expires DEC Oe, 2004 -Mail Tax Statements to: SAME AS ABOVE or Address Noted Below 3 T BUTTE COUNTY U �- AGRICULTURAL BUFFER UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being divided or subdivided. Applicant must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 ]- Name: Cn I �3 l C k— f-1eA-C-f�L Phone: L l �� s--) t Assessor's Parcel Number: Reason you believe you qualify for the unusual circumstances exception: I � n e- S cin Applicant's signature (� 1-4 Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ......................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: yw4- a e -cm -u-od aL" `fir sl ca -In,-,-% l�� s' U. hw- o��� lo�w�-� ltiwse # att'c�►y� . Agricultural Department Signature: Date: da& D YMC 4/20/03 n FROM : PETERSON May 7, 2003 Richard and Nicole Peterson P.O. Rox 1222 Durham, CA 95938 FAX NO. 5303429375 May.. 12 2003 04:10PM P2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX A,5sessor Parcel Number: 039-230-131 Building Permit Number- 03-0663 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. )MN -STRUCTURAL COMMENTS: 0YoWA4(L —1. A deed restriction is required for the area labeled as a pool house as its use will be restricted from using as guest/sleeping quarters and from installing any cooking facilities. Please provide a. copy of your grant deed and a legal description of the property. \2.. Provide 10% natural light and ventilation for the living room. 5% must be openable. This room does not meet exception requirements for use of anothe®rnyo itsrequireghtand ventilation.All of the walls and the ceiling must be included as a part of ternly,lf tween the garage and living area. The plans will be so noted. The ceiling joists called out for pool house and garage appear to vkspanned. Resize or provide additional supports. STRUCTURAL COMMENTS None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours Of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structival items, ask for' Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied fbr your permit.) The counter staff will answer any questi Data Sheet. ons conceriiing the _ I Maitha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: rthstar Engineering 1oft i / FROM : PETERSON FAX N0. : 5303429375 Ma 12 2003 04:10PM P3 PLAN REVIEW RESPONSE FORM 1hh order to expedite the review of your plans, please complete the following information and return this form with your rc-submittal. if tris form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in out plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plmwcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 0.36) - -Z� - 1 *31 03 04 3 CHECK LETTER DATED: s•7 - o5 PLAN CHECK ITEM R RESPONSE BY: LOCATION ON PLANS/CALCS: .,....._.�_ yHT * 3 F.AO Ir, y May 7, 2003 Richard and Nicole Peterson P.O. Box 1222 Durham, CA 95938 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-230-131 Building Permit Number: 03-0663 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below; Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. A'deed restriction is required for the area labeled as a pool house as its use will be restricted from using as guest/sleeping quarters and from installing any cooking facilities. Please provide a copy of your grant deed and a legal description of the property. 2. Provide 10% natural light and ventilation for the living room. 5% must be openable. This room does not meet exception requirements for use of another room for its required light and ventilation. 3. All of the walls and the ceiling must be included as a part of the fire assembly between the garage and living area. The plans will be so noted. 4. The ceiling joists called out for pool house and garage appear to be over spanned. Resize or provide additional supports. STRUCTURAL COMMENTS: None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The'counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Northstar Engineering P60 ( 4U4-x- CosO (1oJ. la08 0--v er 0 RESIDENTIAL PLAN :-��- REVIEW GUIDE o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY f&f wsorl Plans Examiner. Building Permit Number: 03-0(1063 A. P. Number: t�r ER•�L: Zoning requirements - (number of permitted living units). J)�, rtA 4-r1 L 2. Plans signed by the designer. 3. Proper description of work on the application. -01 4. Existing violations on the property. 5. Recorded notice of ,iolation. Building permit valuation. (JJ OT PLA`: 1. Complete parcel size and dimensions. Setbacks. side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise Cj- SR_ -k ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fes ❑ Federal Ajd Routc and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA -N: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). '0 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). (t V l Y"o0 M 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The fifinifflum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall bt; 20'. When nindo« s are provided as a means of escape or rescue, they shall have a finished sill height not more thaw 44" above the flcor (Uniform Building Code section 310.4). ' Skylights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). , . Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not less flap 7 feet measured to the lowest proiection from the ailing (Uniform Building Code section 310.6.1 f All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feta in any dimension (Uniform Building Code section 310.62 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). �i Water heaters %% hick depend on the combustion of fuel shall not be installed in a room used or designed to be / used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening I= a bath or bedroom (uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedrom or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code seed= 30.4 t l Garang ge fire% all separation " required on garage side including supporting walls and posts (U'U i = Code section 302.4 exception #3). r..�''�-✓ "'�' •.,, . "ti , Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.0. 1' Wood stove location - Alcove - tJ v1C section 205 confined space & 223 unconfined space & 30 .2). /4 Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Utriform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in & 30" circle (Utriform Plumbing Code 412.7). 17. Bearing walls shall be supported on masoru)• or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: I,• Braced wall panels shall start at not more than 8 feet from each end of a braced will line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced waD lines must be continuous throughout the structure. - 2. A California licensed architect of registered engineer must prepare a lateral analysis for the area of the building that do not complc with the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. 'Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). 5. Floor construction details complete enough to construct building. 6 Elevations and wall construction details complete enough to construct buildirtgr fIrklMotlace construction details complete enough to construct building. construction details and calculations if necessary. 9. Garage door header size(s). / 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. - 14. Rttaining walls requiring design 15. C�7�9rm wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. unification may be pro��ded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior was. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be designed andlor located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run head clearance. handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1064.3.3.2). S. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirement 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQLIRE'MENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fin SpriW- en required. 4.0 Special Inspection requirements. S. ❑ Use Permit conditions. • 6• ❑Sub -Standard Housing lener. • P • Pzre �f 2 '�= 1 tx When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Owner Name Building Permit No 2003-0040799 Recorded 1 REC FEE 22.00 OfficialRecords 1 CONFORM 1.00 CountyBUTTEOf CANDACE J. GRUBBS 1 Recorder 1 ROSEMARY DICKSON I Assistant I Karen 02:12PM 23—Jun-2003 I Gage 1 of 6 Space above for Recorder's Use Richard Peterson and Nicole Peterson 03 -0663 -Pool House DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 15th day of May, 2003, Richard Peterson and Nicole Peterson, hereinafter referred to as owner(s), are the record owners of the following real property: 9687 Roble Road, Durham, CA 95938 and APN# 039-230-131, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-0663 was applied for on March 6, 2003 by the contractor in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-0663 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and t VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-0663 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-0663 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, cooking, overnight guests, dwelling unit. The counter space is limited to 10 square feet with a 15"x15" maximum bar sink. No cooking facilities are allowed. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to.byOwner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the - Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-0663. DATE: 1A Cu -1 '� , 20 O Owner Signature: PO4�c�-, Print or Type Name of Above Owner Signature: Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are -notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On before me, Public, personally appeared Notary 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. WITNESS my hand and official seal Signature STATE OF CALIFORNIA SS. COUNTY OF BUTTE On z-7.2.00 3 before me, Public, personally appeared 0 (Seal) --, Notary 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. WITNESS my hand and official seal. — — 40."R o, -- Signature °_.. J. DARYLE POLK COMM. # 1258489 NOTARY PUBLIC -CALIFORNIA COUNTY OF .BUTTE Comm. Expires March 31, 2004 (Seal) t This is to certify that. the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. In STATE OF CALIFORNIA ) COUNTY OF BUTTE ) On 'lj L)- i e-�3 o -D 0-3 before me, Public, personally, appeared YV0kin- Yvonne hristop e , Director DepartVent Development Services SS. 0/9 . , Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the personm whose nameW is/afe subscribed to the within instrument and acknowledged to me that -ie/she/4tey executed the same in tis/her/ter authorized capacity(ies), and that by -#tts/her/their signature(-&) on the instrument the person(&), or the entity upon behalf of which the person(&) acted, executed the instrument. WITNESS my hand and official seal. /&�`� Signature DMORES A HORN CommMw 1141 U10 Nft" haft - Caftwo M/b COW* Rpm t A - DESCRIPTION ORDER NO. BU -161602 LN THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON. THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, .19911' IN BOOK 121 OF -MAPS, AT PAGE(S) 52 AND 53. EXCEPTING THEREFROM A PORTION OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 24; THENCE ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 126.00 FEET; THENCE LEAVING THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, ALONG A LINE PARALLEL TO THE EAST AND WEST CENTERLINE OF SAID SECTION 24, SOUTH 88 DEG. 51' 00" WEST, A DISTANCE OF 70.00 F9ET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 224.05 FEET; THENCE SOUTH 00 .DEG. 41' 05" EAST, A DISTANCE OF 24.95 FEET; THENCE SOUTH 88 DEG. 51' 00" WEST,'A DISTANCE OF 28.15 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 117.00 FEET; THENCE SOUTH 89 DEG. 39' 35" WEST, A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 90.50 FEET; THENCE NORTH 89 DEG. 39' 35" EAST, A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 41.50" FEET; THENCE :NORTH 88 DEG. 51' 00" EAST, A DISTANCE OF 28.00 FEET TO THE TRUE POINT OF BEGINNING. • • • TO LARRY PAINTER REitJItN TO C IICO Ell SITE PLAN REVIEW APPLICATION r Date: C)b AP# Permit Number (if applicable) a 3 — © L) APPLICANT INFORMATION Parcel Size: 9 Owners Name: �C_ 4 - Owners Address: Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other Septic Well . ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) is Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan Stamped Approved By Date 3-- 0� Page 1 of 5 t ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a!, fied) o Flood Zone: // • Flood Panel No.: Index Date: p-- ❑ 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 F-1Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement is Zoning: A— 20 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 V Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side cZ S Side Street Rear 2 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 V • • Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Formula ❑ 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 iR Deeds: Date of Creation: Legal Access Provided: F1 No Deed of Reference: �i2— y 27 3 6 37 NO Legal Access Required ® Yes Parcel Frontage on Publicly Maintained Road: ❑ Yes Complies with County Standards for Deed Creation: ❑ El Yes ❑ No ® Yes, Road Name: 1,'_02 _ Comments: 2 Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: is ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 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. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P must be prepared by a registered civil engineer or other qualified professional and Oel 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 roa 1 01 Page 4 of 5 • • LJ FMI 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. C:\Larrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 ci =� JE. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2003—OGD 1 9384 Recorded Official Records County Of CANDACEEUJJ.. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:03PM 27 -Maar -2003 REC FEE 10.00 COPIES 2.50 Kathy Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 3- 1 � - b 3 State of California County of V Q PROPERTY O RS: a N Icol� I�C�-e�rso>n w A-, P- 1 Ll-, ct �d PC.4 rny'so n On 5 ' \ - 03 before me,V�ata` personally appeared a e 11 � � personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/th 'ignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed t s rument. WITNESS my hand a9d o iaal. Signature A.P.#©�q -�,3XDr131 I: DENISE M. PRICE Commission # 1341260 4AMY Notary Public - California Butte County Comm. Expires Jan 24, 2006 ORDER NO. BU -161602 LN DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1,, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 1991, IN"BOOK 121 OF MAPS, AT PAGE(S) 52 AND 53. EXCEPTING THEREFROM A�PORTION OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 24; THENCE ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 126.00 FEET; THENCE LEAVING THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, ALONG A LINE PARALLEL TO THE EAST AND WEST CENTERLINE OF PAID SECTION 24, SOUTH 88 DEG. 51' 00" WEST, A DISTANCE OF 70.00 F$ET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 224.05 FEET; THENCE SOUTH 00 DEG. 41' 05" EAST, A DISTANCE OF 24.95 FEET; THENCE SOUTH 88 DEG. 51' 00" WEST,'A DISTANCE OF 28.15 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 117.00 FEET; THENCE SOUTH 89 DEG. 39' 35" WEST, A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 90.50 FEET; THENCE NORTH 89 DEG. 39' 35" EAST; A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. -20' 25" WEST, A DISTANCE OF 41.50 FEET; THENCE NORTH 88 DEG. 51' 00" EAST, A DISTANCE OF 28.00 FEET TO THE TRUE POINT OF BEGINNING. t a-. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE. CA 95965 24103-45Q) 1 938ti- Recorded Official records County Of BUTTE CANDACE ?. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:03PM 27 -Mar -2003 REC FEE 101010 COPIES 2. 50 Kathy Gape I of 2 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: C, Date �'" - 03 PROPERTY OWN. RS: 0I Q tk N I C.0 16- IL-1 l.- Y C:( State of California ll� County of \ lI'A On before me, personally appeared 1.1 c: [,\ \'r \l'� ;z`.v, u,,. cl. �C;�l,n�r=1 f r�'\i?; ;t; •5 personal y 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/thi Signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed tt instrument. WITNESS my hand agd offl`seal. Signature Seal: DENISE M. PRICE Commission # 1341260 Notary Public - California Butte County My Comm. Expires Jan 24, 2006 i' yrj t. �i A - ORDER NO. BU -161602 LN DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 1991, IN BOOK 121 OF MAPS, AT PAGE(S) 52 AND 53. EXCEPTING THEREFROM A PORTION OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 1 EAST, M.D.B. & M'., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 24; THENCE ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 126.00 FEET; THENCE LEAVING THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 24, ALONG A LINE PARALLEL TO THE EAST AND WEST CENTERLINE OF PAID SECTION 24, SOUTH 88 DEG. 51' 00" WEST, A DISTANCE OF 70.00 FgET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 DEG. 20' 25" EAST, A DISTANCE OF 224.05 FEET; THENCE SOUTH 00 DEG. 41' 05" EAST, A DISTANCE OF 24.95 FEET; THENCE SOUTH 88 DEG. 51' 00" WEST,'A DISTANCE OF 28.15 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 117.00 FEET; THENCE SOUTH 89 DEG. 39' 35" WEST, A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 90.50 FEET; THENCE NORTH 89 DEG. 39' 35" EAST; A DISTANCE OF 21.00 FEET; THENCE NORTH 00 DEG. 20' 25" WEST, A DISTANCE OF 41.50 FEET; THENCE NORTH 88 DEG. 51' 00" EAST, A DISTANCE OF 28.00 FEET TO THE TRUE POINT OF BEGINNING. nwthStar ENGINEERI............ ........ .......... Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: New Custom Residence LOCATION: A.P. No: 039-230-131 (Durham) OWNER: Richard and Nicole Peterson JOB NUMBER: 8144 DATE: January 30, 2003 CODES: California Building Code, 2001 Edition CODE ENFORCEMENT: County of Butte Building Department LOADS: Seismic Zone: 3 Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1000 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Q BU TB COUNT Page 1 of BUILDING DEPARTMENT A P P R 0 %V# E D 1--3. 1A o= --i L_. F NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CA 95973 BY: JMR 530-893-1600 1/30103 FAX 530-893-2113 JOB NO: 8144 - PG. 44PG. 2 OF LATERAL DESIGN BASED ON THE CALIFORNIA BUILDING CODE, 2001 EDITION GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 * 0.36 * W = 0.200 W 4.5 WHERE R = 4.5 SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = 0.36 PER UBC TABLE 16 - Q r-max=(V/3)*10/(lw*V)=10/(3*Iw)=10/(3*15')= 0.222 p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max * 5900^0.5) = 0.83 P =:1.00 E =.P * VW = 0.200 W (PER UBC EQ. 30-1) NET FORCE = 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN ' qs 14.5 PSF PRESSURE Ce 0 - 15' = 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' = 0.67 = 0.0126 KSF 20'- 25' = 0.72 = 0.0136 KSF 25'- 30' = 0.76 = 1 1 _ 0.0143 KSF 30 - 40 - 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). f BY: DATE: JOB NO: PAGE ?j- OF NorthStar Cnn1 Engineers • Planners • SuNeyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 1 i BY.- DATE: Y:DATE: JOB NO: gj 14 y PAGE y OF 11 NorthStar Civil Engineers * Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 F1 By: MEM Date: 1/30/03 Job No. 0144 Page L> of LATERAL DESIGN NorthStar ENGINEERING LINES: 3, 5, & C COMPLY WITH U.B.C. SECTION 2320, . THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINEA: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP: 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 �Lsw1 � L2 �Lsw2 L L3 �L.sw3 � L4 L Lsw4, L5 LLsw5 1, L6 1, L1= 2 F Lsw1= 8FT� L2 = 6 FT Lsw2 = 4 FT U = 8 FT Lsw3 = 4 FT L4 = 16.5 FT Lsw4 = (-6F . (USE 1/2 OF WALL LENGTH TO RESIST SHEAR) L5 = 0 FT Lsw5 = 0-F T L6 = 0 FT 52.056 K TRIBUTARY WALL AREA FOR WIND (AREAw) = TOTAL LENGTH OF WALL (L) _ - 54.5 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.44 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 3.92 K LATERAL FORCE THAT GOVERNS V = 7.44 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2214 FT"2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 155 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 220 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 52.056 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 335 FTA 2 WIND PRESSURE (P) = 0.0117 KSF By: MEM Date:.1/30/03 Job No. Qui --"4 �} Page (o of SHEAR WALL LINE 1: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 LATERAL FORCE PER UNIT LENGTH (v) =-V / (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.338 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.04 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lswl / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.19 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.85 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.27 K DSF2 = v * Lswl - (V / L) * (L1 + Lswl) = 1.34 K DSF3 = v * Lswl - (V/ L) * (L1 + Lswl + L2) = 0.52 K DSF4 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl + L2 + Lsw2) = 1.33 K 'DSF5 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl +.L2 + Lsw2 + L3) = 0.24 K DSF6 = v * (Lswl + Lsw2 + Lsw3) - (V / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 1.04 K DSF7 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 +Lsw2 + L3 + Lsw3 + L4) _ -1.21 K DSF8 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.34 K MIN. DRAG STRUT FORCE _ -1.21 K USE: SHEAR WALL NO. 3 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. LSTA36 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 1/30/03 Job No. SI,41A Page -7 of SHEAR WALL LINE 2: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. Ll L Lsw1 L L2 NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 �Lsw3 L, 1-4 L Lswk L5 [Lsw5 L L6 L1 = 2.5 FT Lsw1 = 7 FT L2 = 7 FT. Lsw2 = 12 FT L3 = 28.5 FT Lsw3 = 7 FT 4E 1/2 OF WALL LENGTH TO RESIST SHEAR) L4 = , OFT Lsw4 = 0 FT 1-5 = OFT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL. (L) = 64 FT SHORTEST LENGTH OF SHEAR WALL = 7 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 8.43 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.15 K LATERAL FORCE THAT GOVERNS (V) = 8.43 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 3020 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 126 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 170 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 59.002 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 526 FT^2 WIND PRESSURE (P) 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.324 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.92, K By: MEM Date: 1/30/03 Job.No. 91 *4 Page 8 of SHEAR WALL LINE 2: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.34 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.58 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.33 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.02 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.10 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 2.41 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = -1.35 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 'K .MAX. DRAG STRUT FORCE = 2.41 K MIN. DRAG STRUT FORCE _ -1.35 K USE: SHEAR WALL NO. 3 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM NorthStar 20 DECLARATION DRIVE Date: 1/30/03 CHICO, CALIFORNIA 95973 Job No. Slti, ENGINEERING 530-893-1600 Page Cl of FAX 530-893-2113 SHEAR WALL LINE 4: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. INDICATES SHEAR WALL PANEL SECTION, TYP. L1 Lsw1 L2 Lsw2 L 1_3 sw3 L4 L Lsw L5 Lsw5 L L6 L r?^ L1 = 20 FT Lsw1 = 8 FT L2 = 0 FT Lsw2 = 5 FT L3 = 2.5 FT Lsw3 = 5 FT L4 = 26.83 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 67.33 FT SHORTEST LENGTH OF SHEAR WALL = 5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.57 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 4.65 K LATERAL FORCE THAT GOVERNS (V)= 4.65 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1532 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 1 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 100 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 75 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 32.023 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 398 FTA 2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - IV= 0.258 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.33 K By: MEM Date: 1/30/03 Job No. 01244 Page d of NorthStar ENGINEERING SHEAR WALL LINE 4: (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.24 K NET UPLIFT FORCE = 'Fuplift - Fdwn = 2.09 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.38 K DSF2 = v * 1_sw1 - (V / L) * (L1 + Lsw1) = 0.13 K DSF3=v*Lsw1-(V/L)*(Ll +Lsw1.+L2)= 0.13 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) _ 1.08 K DSF5=v*(Lsw1 +Lsw2)-(V/L)*(Ll +Lsw1 +L2+Lsw2 +L3)= 0.91 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 1.85 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 +.Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 +Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 +Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.85 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 / PHD2 HOLDOWN ON 2- 2X WITH SSTB20 AB. MSTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 1/30/03 Job No. 81-1 /1 Page of SHEAR WALL LINE A: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 Lsw1 L2 6sw2 L L3 sw3 L4 L LS4 L5 LLsw5 L6 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = L DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 180 FT L1= 2 F Lsw1= FT< L2 = 3 FT Lsw2 = 3 FT L3 = 35.33 FT Lsw3 = 2.67 FT L4 = 6 FT Lsw4 = 7 FT L5 = 10 FT Lsw5 = 7 FT L6 = 2 FT TOTAL LENGTH OF WALL (L) = 81 FT SHORTEST LENGTH OF SHEAR WALL = 2.67 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 8.59 K LATERAL WIND FORCE ON WALL (VW) = AREAw * P = 4.13 K LATERAL FORCE THAT GOVERNS (V) = 8.59 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2660 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 180 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 220 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 60.1 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 353 FTA 2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 +Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.379 KLF UPLIFT FORCE (Fuplift) =v * Hwall = 3.41 K By: MEM Date: 1/30/03 Job No. SI /4 L} Page 2 of SHEAR WALL LINE A: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.13 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.28 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = . 0.21 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.61 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ 0.29 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.11 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) _ -2.64 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 +Lsw1 + L2 + Lsw2 + L3 + LSw3) _ -1.91 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) -2.55 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = -0.64 'K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = -1.70 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.21 K MAX. DRAG STRUT FORCE = 1.11 K MIN. DRAG -STRUT FORCE= -2.64 K USE SHEAR WALL NO. 3 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 1/30/03 Job No. `01,4tA Page (3 of SHEAR WALL LINE B: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L L2 NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 LLsw3 ( L4 � Lsw4L L5 LLsw5 L L6 L1 = 10.33 FT Lsw1 = 4 FT' (AE 1/2 OF WALL LENGTH TO RESIST SHEAR) . L2 = 0 FT Lsw2 = 2 FT USE 1/2 OF WALL LENGTH TO RESIST SHEAR) L3 = 14.25 FT Lsw3 = 6 FT/ L4 = 12 FT Lsw4 = 5 FT/ L5 = 14.25 FT Lsw5 = 2 FT - PSE 1/2 OF WALL LENGTH TO RESIST SHEAR) L6 = 0 FT Lsw6 = 8.83 FT/(USE 1/2 OF WALL LENGTH TO RESIST SHEAR) L7 = 79.67 TOTAL LENGTH OF WALL (L) = 78.66 FT SHORTEST LENGTH OF SHEAR WALL = 2 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 9.86 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.29 K LATERAL FORCE THAT GOVERNS (V) = 9.86 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 3242 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 191 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 220 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 69.04 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 538 FTA 2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V /,(Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5 + Lsw6) IV= 0.354 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.19 K By: MEM NorthStar 20 DECLARATION DRIVE Date: 1/30/03 ENGINEERING CHICO, CALIFORNIA 95973 Job No. S I -/1 �i 530-893-1600 Page of FAX 530-893-2113 SHEAR WALL LINE B: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.10 K NET UPLIFT FORCE = Fuplift -Fdwn = 3.09 K HOLD OWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.30 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) _ -0.38 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.38 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.08 K DSF5 = v * (Lsw1 + Lsw2) - (V /_ L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -1.71 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) _ -0.33 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -1.84 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = -0.69 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 +Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = -2.48 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 +'Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = -2.02 'K MAX. DRAG STRUT FORCE = 1.30 K MIN. DRAG STRUT FORCE _ -2.48 K USE: SHEAR WALL NO. 3 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.13 MSTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 1/30/03 Job No. S I /4l} Page 16 of SHEAR WALL LINE D: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L L2 L1 = 10 FT Lsw1 = L2 = 6 FT Lsw2 = L3 = 15.5 FT Lsw3 = L4 = 0 FT Lsw4 = L5 = 0 FT Lsw5 = L6 = 0 FT 0.016 KSF TOTAL LENGTH OF WALL (L) _ L3 SHORTEST LENGTH OF SHEAR WALL = NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 L4 MF X10.50 T 0 FT 0 FT 49.5 'FT 6 FT INDICATES SHEAR WALL PANEL SECTION, TYP. LATERAL SEISMIC FORCE ON WALL (Vs) = K' W = 3.59 K L5 Lsw5 L L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw' P = 3.69 K LATERAL FORCE THAT GOVERNS V) = 3.69 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1244 FT^2 , DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF 'LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 70 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 60 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAsDL + (Hwall / 2) * (Lwext' Dlwext + Lwint DLwint) W = 25.156 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 316 FT^2 WIND PRESSURE. (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.205 KLF , Z UPLIFT FORCE (Fuplift) = v " Hwall = 1.85 K 6 By: MEM Date: 1/30/03 Job No. 81 -/+4 Page I & of SHEAR WALL LINE D: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.29 K NET UPLIFT FORCE = Fuplift - Fdwn = 1.56 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.75 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.04 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.41 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.16 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1, +Lsw2 +Lsw3 +Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K, DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 +'Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.16 K MIN. DRAG STRUT FORCE _ -0.41 K USE: SHEAR WALL NO. 1 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. / LSTA36 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 1/30/03 Job No. 971/4 LI Page 17 of SHEAR WALL LINE E: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. o r-� L1 L Lsw1 I, L2 NorthStar ENGINEERING L3 LLsw3 L L4 L1 = 34 FT Lsw1 = 13.5 FT L2 = 2 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT . Lsw4 = 0 FT L5= 0 FT Lsw5 = 0 FT L6 = 0 FT W = 24.48 K TOTAL LENGTH OF WALL (L) = 49.5 FT SHORTEST LENGTH OF SHEAR WALL = 13.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. 3.50 K L5 LLsw5 I, L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.90 K LATERAL FORCE THAT GOVERNS (V)= 3.50 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1197 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 81 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 42 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL.(W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 24.48 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 163 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.259 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.33 K By: MEM Date: 1/30/03 Job No. 131,/4 4 Page I S of SHEAR WALL LINE E: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.65 K NET UPLIFT FORCE = Fuplift - Fdwn = 1.68 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 2.40 K DSF2 = v * Lsw1 (V / L) * (L1 + Lsw1) = 0.14 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 +Lsw2 + 1-3) = 0.00 K DSF6 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L)(L1 + Lsw1 + L2 +Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 +'Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00K DSF10 = v' (Lsw1 + Lsw2 +.Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0:00 K MAX. DRAG STRUT FORCE = 2.40 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 DHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. WSTC28 STRAP AT ALL TOP PLATE SPLICES BY: DATE: JOB NO: PAGE I q OF NorthStar Ciel Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SHEAR WALL SCHEDULE SHEAR WALL 0 0 Q3 ® A ALLOWABLE LOAD/FOOT 208 304 392 512 608 184 940 1213 PLYWOOD 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX 3/8"CDX CDX CDX CDX CDX 2 SIDES 2 SIDES 2 SIDES EDGE NAILING 4 ad 95 6" 8d 0 4" 8d 0 3" 3 ad 0 2" 3 8d 0 4" 3 8d 0 3" 3 IOd 0 3" 3 FIELD NAILING4 ad 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d A 12" IOd 0 12" FOUNDATION SILL PLATE THICKNESS 2X 2X 2X 2X 3X 3X 3X CLIP, BLOCK6 1_550 1_550 1_590 L590 L590 L590 1_590 TO PLATE 0 24" 01(o" 0 20" 0 14" 0 12" 01011 ga 8" 5/8,10 5/8110 5/8,10 5/8" 5/8,00 5/8,10 5/8,10 ANCHOR BOLT 48" oz. 34" oz. 16" oz. 12" o c. 26" oz. 20" oz. 18" oz. SPACING 1/2110 1/2" 0 1/2" 0 1/2" 0 1/2" m 1/2" 0 1/2110 34" oz. 24" oz. 11" oz. 8" oz. .I8" oz. 14" oz. II" oz. RETROFIT ANCHOR q 148" RFB$5xl0 RFB*5x10 RFB*5xI0 RFB¢5xIO RFB05x10 RFBx5x10 2FB#5x10 BOLT SPACING oz. 42" oz. 16". oz. 12" oz. 26" oz. 20" oz. IS" oz. NOTES: I. OVER DOUGLAS FIR STUDS A 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED. 4. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT PERMITTED. 5. PRE55URE' TREATED HEM FIR SILLS REQUIRED, 6. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 1. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. 9. FOR ANCHOR BOLTS REQ'D IN RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET 5-1. By: MEM NorthStar 20 DECLARATION DRIVE Date: 1/30/03 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 5144 530-893-1600 Page Zp of FAX 530-893-2113 BEAM AT FAMILY ROOM RIDGE - BM1 w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 9, FT MAXIMUM SPAN LENGTH (Lspan) = 22 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 126 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 144 PLF WHERE DL = 14 PSF LL= 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 31/8"X161/2" 24F -V4 GLU-LAM t. BEAM SUPPORTING " BM1" - BM2 P w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 8 FT .MAXIMUM SPAN LENGTH (Lspan) = 22 FT UNIFORM DEAD'LOAD (wDL) = DL * Wtrib = 112 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 128 PLF CONCENTRATED DEAD LOAD (PDL) = wDL * Lspanl 12 = 1386 LBS CONCENTRATED LIVE LOAD (PLL) = wLL * Lspanl / 2 = 1584 LBS WHERE . DL = 14 PSF wDL = 126 PLF LL = 16 PSF wLL = 144 PLF DESIGN ANALYSIS: -(SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 31/8"X19-1/2" 24F -V4 GLU-LAM BEAM AT KITCHEN - BW MAXIMUM TRIBUTARY WIDTH (Wtrib) = 15 FT MAXIMUM SPAN LENGTH (Lspan) = 21 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 210 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 240 PLF WHERE DL =. 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE. 31/8"X191/2" 24F -V4 GLU-LAM Lspanl = 22 FT w Lspan (, By: MEM NorthStar 20 DECLARATION DRIVE Date: 1/30/03 ENGINEERING CHICO, CALIFORNIA 95973 Job No. SI ,4 530-893-1600 Page - I of FAX 530-893-2113 BEAM AT LIVING ROOM - BM4 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 15 FT MAXIMUM SPAN LENGTH (Lspan) = 14 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 210 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 240 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"X12" 24F -V4 GLU-LAM BEAM AT GARAGE - BM5 MAXIMUM TRIBUTARY WIDTH (Wtrib) _ ' 12 FT MAXIMUM SPAN LENGTH (Lspan) = 21 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 168 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 192 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"X161/2" 24F -V4 GLU-LAM BEAM SUPPORTING "BM5" - BM6 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 8 FT MAXIMUM SPAN LENGTH (Lspan) = 20.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 112 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 128 PLF CONCENTRATED DEAD LOAD (PDL) = wDL * Lspanl / 2 = 1764 LBS CONCENTRATED LIVE LOAD (PLL) = wLL * Lspanl / 2 = 2016 LBS WHERE DL = 14 PSF wDL = 168 PLF LL = 16 PSF wLL = 192 PLF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"X19 1/2" 24F -V4 GLU-LAM w Lspan w Lspan P w IF Lspan Lspanl = 21 FT By: MEM NOrthStar 20 DECLARATION DRIVE Date: 1/30/03 ENGINEERING la A CHICO, CALIFORNIA 95973 Job No. 530-893-1600 Page 2 2 of FAX 530-893-2113 BEAM AT 16 FT GARAGE DOOR - BM7 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 8 FT w MAXIMUM SPAN LENGTH (Lspan) = 16.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 112 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 128 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 4X14 DOUGLAS FIR LARCH #1 BEAM AT MASTER BEDROOM - BM8 w MAXIMUM TRIBUTARY WIDTH (Wtrib)'=. 12 FT MAXIMUM SPAN LENGTH (Lspan) = 16.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 168 PLF _L Lspan (, UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 192 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 31/8"X13=172" -24F -V4 GLU-LAM BEAM SUPPORTING " BM8" . BM9 P w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 4 FT MAXIMUM SPAN LENGTH (Lspan)_= 14.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 56 PLF Lspan 7k 'UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 64 PLF CONCENTRATED DEAD LOAD (PDL) = wDL * Lspan1 / 2 = 1386 LBS CONCENTRATED LIVE LOAD (PLL) = wLLLspan1 / 2 = 1584 LBS WHERE f DL = 14 PSF wDL = 168 PLF LL = 16 PSF wLL = 192 PLF _ DESIGN ANALYSIS: (SEE COMPUTER SHEET ON'PAGES THAT FOLLOW) USE: 3 1/8"X13 1/2" 24F -V4 GLU-LAM Lspan1 = 16.5 FT By: MEM Date: 1/30/03 Job No. 6144 Page 23 of NorthStar ENGINEERING BEAM AT DINING ROOM ATRIUM DOORS - BM10 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 13 FT MAXIMUM SPAN LENGTH (Lspan) = 12.5 FT UNIFORM DEAD LOAD (wDL) = DL' Wtrib = UNIFORM LIVE LOAD (wLL) = LL' Wtrib = WHERE 182 PLF 208 PLF DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 31/8"X12" 24F -V4 GLU-LAM BEAMS AT FRONT PORCH - BM11. BM12 & BM13 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 6.5 FT MAXIMUM SPAN LENGTH (Lspan) = 12.5 FT UNIFORM DEAD LOAD (wDL)'= DL' Wtrib = UNIFORM LIVE LOAD (wLL) = LL' Wtrib = WHERE 91 PLF 104 PLF DL = 14 PSF LL= 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 6X10 DOUGLAS FIR LARCH #1 LONG SPAN BEAM AT BACK PORCH - BM14 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 7.5 FT MAXIMUM SPAN LENGTH (Lspan) = 18.75 FT UNIFORM DEAD LOAD (wDL) = DL' Wtrib = UNIFORM LIVE LOAD (wLL) = LL " Wtrib = WHERE 105 PLF 120 PLF DL= 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ONPAGES THAT FOLLOW) USE: 6X12 DOUGLAS FIR LARCH #1 .. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan w Lspan (, w Lspan By: MEM NorthStar Date: 1/30/03 a1 Job No..g �- ENGINEERING Page 2 y of GARAGE DOOR BEAM AT POOL HOUSE - BM15 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 14 FT MAXIMUM SPAN LENGTH (Lspan) = 16.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 196 PLF UNIFORM LIVE LOAD (wLL) = LL Wtrib = 224 PLF WHERE DL= 14 PSF LL= 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 31/8"X131/2" 24F -V4 GLU-LAM 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan • NorthStar Engineering 20 Declaration Drive 530-893-1600 Page 2 Cj Rev: 510001 Description Beams1 Title : Dsgnr: MEM Description Scope : Timber Beam & Joist Date: Job # 8144 Center Span Data Timber Member Information Span ft 22.00 22.00 21.00 14.00 21.00 BMl BM2 BM3 BM4 SM5 BM6 BM7 Timber Section 168.00 3.125x16.5 3.125x19.5 3.125x19.5 3.125x12.0 3.125x16.5 3.125x19.5 4x14 Beam Width in 3.125 3.125 3.125 3.125 3.125 3.125 3.500 Beam Depth in 16.500 19.500 19.500 12.000 16.500 19.500 13.250 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Timber Grade ouglas Fir, 24F - V ouglas Fir, 24F - Douglas Fir, 24F - \Douglas Fir, 24F - \Douglas Fir, 24F - Wouglas Fir, 24F - V Douglas Fir - Larch, Fb - Basic Allow psi 2,400.0 2,400.0 2,400.0 2,400.0 2,400.0 2,400.0 1,000.0 Fv - Basic Allow psi 165.0 165.0 165.0 165.0 165.0 165.0 95.0 Elastic Modulus ksi 1,800.0 1,800.0 1,800.0 1,800.0 1,800.0 1,800.0 1,700.0 Load Duration Factor, 1,382.4 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Member Type 2,400.0 Glul-am Glul-am Glul-am Glul-am Glul-am Glul-am Sawn Repetitive Status Bending OK No No No No No No No Center Span Data Span ft 22.00 22.00 21.00 14.00 21.00 20.50 16.50 Dead Load #/ft 126.00 112.00 210.00 210.00 168.00 112.00 112.00 Live Load #/ft 144.00 128.00 240.00 240.00 192.00 128.00 128.00 Point #1 DL lbs 1,386.00 1,764.00 LL lbs 1,584.00 2,016.00 @ X ft 11.000 10.250 *suits Ratio = 0.5760 0.7819 0.6263 0.7350 0.6998 0.8074 0.9570 Mmax @ Center in -k 196.02 370.26 297.67 132.30 238.14 383.76 98.01 @ X = . ft 11.00 11.00 10.50 7.00 10.50 10.25 8.25 fb : Actual psil 1,382.4 1,869.6 1,503.1 1,764.0 1,679.4 1,937.7 957.0 Fb : Allowable psi 2,400.0 2,391.1 2,400.0 2,400.0 2,400.0 2,400.0 1,000.0 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 76.0 92.2 98.6 108.9 95.9 97.9 55.8 Fv : Allowable psi 165.0 165.0 165.0 165.0 165.0 165.0 95.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1,386.00 1,925.00 2,205.00 1,470.00 1,764.00 2,030.00 924.00 LL lbs 1,584.00 2,200.00 2,320.00 1,680.00 2,016.00 2,320.00 1,056.00 Max. DL+LL lbs 2,970.00 4,125.00 4,725.00 3,150.00 3,780.00 4,350.00 1,980.00 @ Right End DL lbs 1,386.00 1,925.00 2,205.00 1,470.00 1,764.00 2,030.00 924.00 LL lbs 1,584.00 2,200.00 2,520.00 1,680.00 2,016.00 2,320.00 1,056.00 Max. DL+LL lbs 2,970.00 4,125.00 4,725.00 3,150.00 3,780.00 4,350.00 1,980.00 Deflections Center DL Defl in -0.315 -0.323 -0.264 -0.224 -0.349 -0.285 -0.162 L/Defl Ratio 837.1 818.1 953.2 749.7 721.8 861.8 1,222.7 Center LL Defl in -0.360 -0.369 -0.302 -0.256 -0.399 -0.326 -0.185 L/Defl Ratio 732.4 715.8 834.0 656.0 631.6 754.1 1,069.9 Center Total Defl in -0.676 -0.691 -0.567 -0.480 -0.748 -0.612 -0.347 Location ft 11.000 11.000 10.500 7.000 10.500 10.250 8.250 L/Defl Ratio 390.6 381.8 444.8 349.9 336.9 402.2 570.6 1� NorthStar Engineering 20 Declaration Drive '530-893-1600 Page Z �O Rev: 510001 ' Description Beams2 Title : Dsgnr. MEM Description Scope: Timber Beam & Joist Job # 8144 Date: Timber Member Information BM8 BM9 BM10 BM11-SM13 BM14 BM15 Timber Section 16.50 3.125x13.5 3.125x13.5 3.125x12.0 6x10 6x12 3.125x13.5 Beam Width in 3.125 3.125 3.125 5.500 5.500 3.125 Beam Depth in 13.500 13.500 12.000 9.500 11.500 13.500 Le: Unbraced Length ft 0.00 0.00 ' 0.00 0.00 0.00 0.00 Timber Grade ouglas Fir, 24F - V ouglas Fir, 24F - \Douglas Fir, 24F - VDouglas Fir - Larch,Douglas Fir - Larchpouglas Fir, 24F • V Fb - Basic Allow psi 2,400.0 2,400.0 2,400.0 1,350.0 1,350.0 2,400.0 Fv - Basic Allow psi 165.0 165.0 165.0 85.0 85.0 165.0 Elastic Modulus ksi 1,800.0 1,800.0 1,800.0 1,600.0 1,600.0 1,800.0 Load Duration Factor 2.96 1.000 1.000 1.000 1.000 1.000 1:000 Member Type 1,006.1 Glul-am Glul-am Glul-am Sawn Sawn Glul-am Repetitive Status 2,400.0 No No . No No No No Center Span Data Span ft16.50 14.50 12.50 12.50 18.75 16.50 Dead Load #/ft 168.00 56.00 182.00 91.00 105.00 196.00 Live Load #/ft 192:00 64.00 , 208.00 104.00 120.00 224.00 Point#1 DL lbs 1,386.00 LL lbs 1,584.00 @ X ft 2.500 Results Ratio = 0.6453 0.6886 0.5078 0.4092 0.7250 0.7529 Mmax @ Center in -k147:01 95.51 91.41 45.70 118.65 171.52 @ X = ft 8.25 2.96 6.25 6.25 9.37 8.25 fb : Actual psi 1,548.8 1,006.1 1,218.7 552.4 978.7 1,806.9 Fb : Allowable psi 2,400.0 2,400.0 2,400.0 1,350.0 1,350.0 2,400.0 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 91.2 113.6 81.9 30.8 45.2 106.4 Fv : Allowable psil 165.0- 165.0 165.0 85.0 85.0 165.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1,386.00 1,553.03 1,137.50 568.75 984.37 1,617.00 LL lbs 1,584.00 1,774.90 1,300.00 650.00 1,125.00 1,848.00 Max. DL+LL lbs 2,970.00 3,327.93 2,437.50 1,218.75 2,109.37 3,465.00 @ Right End DL lbs 1,386.00 644.97 1,137.50 568.75 984.37 1,617.00 LL lbs 1,584.00 737.10 1,300.00 650.00 1,125.00 1,848.00 Max. DL+LL lbs 2,970.00 1,382.07 2,437.50 1,218.75 2,109.37 3,465.00 Deflections ' Center DL Defl in -0.243 -0.115 -0.123 -0.080, -0.262 -0.283 L/Defl Ratio 815.1 1,518.4 1,215.3 1,886.7 859.4 698.6 Center LL Defl in -0.278 -0.131 -0.141 -0.091 -0.299 -0.324 L/Defl Ratio 713.2 1,328.6 1,063.4 1,650.9 752.0 611.3 Center Total Defl in -0.521 -0.246 -0.264 -0.170 -0.561 -0.607 Location ft 8.250 6.670 6.250 6.250 9.375 8.250 L/Defl Ratio 380.4 708.6 567.2 880.5 401.1 326.0 . M By: MEM NorthStar Date: 1/30/03 Job No. 5144 ENGINEERING Page -Z -7 of 2� FOOTING UNDER BEAMS "BM2", "BM3", "BM5" & "BM6" MAXIMUM REACTION (P) = 4.8 K CHECK SOIL BEARING (q) = P / (W * L) = 0.77 K < 1.00 K WHERE ' WIDTH OF FOOTING (W) = 2.5 FT . LENGTH OF FOOTING (L) = 2.5 FT USE: 2.5 FT WIDE' 2.5 FT LONG 1 FT THICK W/ 4- #4 REBAR EACH WAY 3 INCHES CLEAR 4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 OK ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/pubhcworks/forms.html 01-0(43' NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 103 Perrnit Number O 2 g 2 - District "PLICATION APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and hi hwa s, all in accord with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Ap iclt' Name: J - � 1 a. Company Name: 2. Address: ,� A 3. Phone:C� I _ �. �� .-As► r,Parcel Number: _ _ •� 5. Location of Work to be Done 1 6.pli is Signature 7• Date: CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address .n I 10. Phone:S30 3tiS- J 11. Fax: 12.tral r Li umber: 'lk, 13. Certificate of Insurance: Yes No: El(J 14. Con'Sign a atigned• 14D „� . 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter. ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions Underground Service Alert .SA. must be notified two working days prior to any excavation. 800-227-2600 20. 9 All work shall conform to accompanying: Detail ® Plans ❑ Special Conditions ❑ 21. Date Issued 3 , Q 3 22. Expiration Date: 2 ' 4 d 23 Surety: y es Mike Crump, Director of Public Works By: A��l " I "Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one'week. Page 1 of 2 General Conditions — See Page 2 Building Permit Number: o 0g18 Owner Name: PtI-e,'Y-'5G n Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, 0 H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Gq Q,�i Owner Name: veb-�n Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. HI The following parcel map requirements shall be met: All structures and equipment including oveghL,iangs shall be clear of all easements. A setback of feet from the side and 2S feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. 0 Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. LAND OF NATURAL WEALTH AND BEAUTY K->�,•:•--: BUILDING DIVISION - L� DEPARTMENT OF DEVELOPMENT SERVICES ::4� 7 COUNTY CENTER DRIVE e OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 536-7541 October 6, 1999 FAX: (530) 53B-2140 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 19 1998 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back page) we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how to enforce it. We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: 1. In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the pool, installation of exit alarms alone does not constitute compliance. 2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing - as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. 3. All access gates through the enclosure shall open away from the swimming pool, and be self- closing with a self -latching device placed no lower than 60 inches above the ground. This includes large gates for vehicle access. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerel*,iael . ieira, C.B.O. Building Inspection 'OkNIA HEALTH AND SAFETY CODE SECTION 115920-115927 , SWEW IING POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swimming pool" includes in -ground and aboveground strictures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTbA), in compliance with standard F1346-91. e) "Exit ala ms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building . _ 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self - latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Craps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve.as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials -Emergency Performance Specification (ASTM ES 13-89). c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for m i.m.ming pool safety that includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to local jurisdictions, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. IIIIIIII4) IIIILu IIII"I II, IiIIiIIIIIIIIIIIII. . .... C)U IIIIIIIIIItK 4 IID II'�-- AU I L 1E I4 4 .. .... . ..... IIaP4 IIIIel 41 IIIIIIIII. %4k IIII 0 wt DO I AN I ADE , :r 1IF OTM� I FENCE MOLA!Aikk LATCMG GATES PIS C( PER t WA FATION er Paimet Ft Dirt on Job Sfte',-!, i� Removed—; � 0 Shftibs Trees .L-11112-§U�T SwweFt Shagow e�d fam'p'' ramp r -i- �e6ln'N WaMs (Type�� 1!� Sfta swess cl Mg be" FootkW Ft at ,�;w Ft' Removed by. BU)w Q Omtrk�i b COP* Q"Mcw 0,4� Fifter ree. U.M. T umol Mrs. II2.- EOL"PMEW IIIIIIII4) IIIILu IIII"I II, IiIIiIIIIIIIIIIIII. . .... C)U IIIIIIIIIItK 4 IID II'�-- AU I L 1E I4 4 .. .... . ..... IIaP4 IIIIel 41 IIIIIIIII. %4k IIII 0 wt DO I AN I ADE , :r 1IF OTM� I FENCE MOLA!Aikk LATCMG GATES PIS C( PER t WA FATION - tf' IN .L-11112-§U�T by Quecft Printing, Incl. dk�.LA) A Map. t V ay 4VF- 7, OL E FICATIONS CONSTRUCTIOIN SP dl BANK C 1. EXCAVATION AND RELATED SPECIFICATIONS Access width Pod Stri, Remm from s% day bf eicavaft anv Depth fer xcavation (Type), at: rl Sttmo, Treet, Pairreter FL M onbb Lot Flemoved,", Shallow end ramp�J- Deep6odirarroz %Wnkv Wift OW Eq*xrovt x Site access- wafl� Ferics to be-,. Footings- per Ft,' tatf 40 I alD I v) E*a" Removed Bt�erb Contrklot'd GaW r Replaced br Buyer 0. P. Kt Turn 7- EOUIPME .3 90, DO Ft.;We�Malntenance M (To'In6lude thajoUving paneli �il FW nvW 'Test i Lo sld Ft.cord 16 FL pol&��, rl,�: Transt'T, 40M.D.eL:1 SM) horse PO%W-- Sepamflon t3,* mow # DWmg0jmp Board. Ft b Heaw BTU__ Solar,�; DWvBoardPan(ft. 09c, Cur, c, Laftq Right ij., Preivent-a-Fredze., WvW Atmft*s) Aub."Ift Pod Rope Ahchors v3W Ft of w/ bwmmer(s 4".. ITE Grab ral Main drain(s) 'A 0 3. PLUMBING PVC >< C01?PERj_-,1 elital Haiti EnOMM FM Ft of ackwash Ft o' -4- Drain Ft of CV~' Ft. of FL of Ft of77�_ F Ft HARI :9 HUI Rekirn R. of Pool Clean ountai'n' Si:d6n- R of C' CA' Chi 01 �F V4. SIRU RAL S allowend ramp Sleet SchodA Dew En� h MiscehMem 5. CONCRE Equipment S)NIMOUI Ft inS6 D Custom stpps Recessed Steps MiscedarmMs 6. TILE AND/W COPING CANTILEVER 7. GAS LINE 'n e # UW[ty �J' 0 Builder C Color— ize Line size CopkV Line (meter to heater) Ft r Ft included additional at $ Rock Type scellaneous S. ELE ICAL OwW Elm run (Pane me diocks), I to qc�fp.) G. L per Ft L%ft sWitCh loc" Miscel __Ft in&1dedraddiflonal at 9., DECKING op &pk* Oww f Exp )*ts- Felt D Brick 0�� Wood, TYO �2 i� iCap laterals D Fi. Color CantReVet Miscellaneots P, 10. INTERIOR FINISH 1 START U Color Std. �! Ment on InftW Ire Main drain vortat And vWax 0-, atMent on Name no phone: Btis. pho > m an 0*9 U" CIO P I z 7,f: PLAN AF P owneft approval of Md andW wd 4P loca al ao6ess6ig i!. 16- U DMN'G BOARDAG TO E INSTALLED ACCORDING N FACTUR RSFNSTR CUONS AND' ITNOT E BONDEDTO Pool-,, APPRO& 0 OWNER n *6 AN ELECTRICAL SO ING INSPECTION LIST BE APPROVED PRIOR TO POURING DECIM*� N O E N t), AE00IREDTO WATER DOWN OL� Buff Po wra'AR0 DAYS PRIOR TO EXCAVATION. TE* DO NOTWATER ACCES& t 'Y 'OF EXdAVATIOK TWILL BE REMOVED, REMRNED OR GRADED AFTER DA S nEtodAtION LL RE ULT OUIPMENT PAD APPROVED VOR TAIltOCATION ONLY' Tsignaft" NOT ADDnjONAL COST TO OWNER, 7C E IV PAY. ELECTRICIAN I -OR k EXTAA CONDUIT ATTIMEL OF INSTALLATION P BOX LOCATION[ IS MOVIFD��bWNFAT6 DECK MUST BE SEPARATED FA61*PO0L STRUM ACCORDANCE 7 CONTRACTORS SPECIFICATIONS - CONCRETE 4 OWNtW` LATCHING GATES PER C0011Y OR CITY ORDWNM AV P 'To FEWE POOLAREAAND *4TALLSEW CLOSM AND S T,:',T0 REMOW f WE RROCATM AW OVER14EAD,, WIRES PER'00" OR CITY CFKMN *OWNER'i�,L": 1C t f 4 44 OdWN TIMES �M� Sitli DAM, Dd NOT P" 04 Oft Ll%ff %104 ISM is 6rtyl,, Y N F I Y 0HosEWMFILLWQPOOLASFI iwusemw TEMA F%M TV ze V, 64, 4,3,' J v J 4 Tf `-T v TV, 1-; 4 4, , V_ J, 1A -V iql, Zi*� Z. �—,Z =WZ —00kA 4� -7. -y �Tii 1, -4; T_ k" :�,4X_4` 7 - - - - - - - - ----- 6HEAR WALL SCHEDULE SHEAR WALL a ALLOWABLE LOAD / FEET 208 304 392 PLYWOOD & 6 3/8" 3/8" 3/8" C. D. X. C. D. X. C. D. X. EDGE NAILING 5 8d ® 6" 8d ® 4" 3 8d ® 3" 3 FELD NAILING 5 8d ® 12" 8d ® 12" 8d 0 12" SILL NALING B 16d ® 4" 16d ® 4" 16d ® 3" CLIP - BLOCK 4 LS50 LS50 LS90 TO PLATE @ 24" ® 16" ® 20" ANCHOR BOLT 7j 1/2" @ 42" 1/2" ® 30" 1/2-011- /2"®11"NOTES NOTES 1) OVER DOUGLAS FIR SILL & STUDS, AND HEM. FIR DBL. TOP PLATES. 2) ALL PANEL EDGES BLOCKED w/ 2x FRAMING U. 0. N. 3) VERTICAL FRAMING FOR EDGE NAILING @ ABUTTING PANELS TO BE 2-2x4 STUDS NAILED TOGETHER w/ 16d 0 3" 0/C. 4) SIMPSON CLIPS ® 24" 0/C FOR ENTIRE BALANCE OF WALL LINE. 5) NAILS TO BE 8d SINKERS. PARTIAL HEAD NAILS ARE NOT ALLOWED. 6) EXTERIOR RATED 0. S. B. w/ EQUAL ALLOWABLE STRESS & THICKNESS AS SPECIFIED PLYWD. MAY BE SUBSTITUTED. 7) ANCHOR BOLT WASHERS TO BE 2" SQ. x 3/16" THK. 8) STAGGER ALL SILL NAILS.