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Home My WebLink About073-320-023d 073-320-023 00-2016 KLEIN LINDA f///,q4 //D'01 1,14 RESTIVE DR. ORO VILLE CONTR. D & A CONSTRUCTION M/H PERMANENT FNvD 073-320-023 ' 03-0734 KLEIN, LINDA 124 RESTIVE DRIVE, OROVI Cont: OWNER INALED NEW OPEN DECK 6.23-63 073-320-023 04- 0 KLEIN, LINDA INALED 124 RESTIVE DR, OROVI LE r�-Q-0 Cont: TLJFF SHED DETACHED GARAGE NOTES I RESIDENTIAL PERMIT NO. _ _073-320-023 : .' V 04-0870 KLEIN, LINDA.; 124 RESTIVE DR, OROVILLE Cont: TUFF ,SHED DETACHED GARAGE. 310-5- SPECIAL 10-5- SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature d CHECKED' BY ,t I RESIDENTIAL PERMIT NO. _ _073-320-023 : .' V 04-0870 KLEIN, LINDA.; 124 RESTIVE DR, OROVILLE Cont: TUFF ,SHED DETACHED GARAGE. 310-5- SPECIAL 10-5- SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature d CHECKED' BY J=OK 0 = Not OK . = NotReadyable MISCELLANEOUS MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/0 -Concrete g.; Sills-Anchors-Studs-Rftrs-Trusses 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete xt.; Steps -Doors -Landings 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/0 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 Date Card B-1�F Date Card B-1 Date ' Card B 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 -Panel boards -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 MISCELLANEOUS Date DFCKS, 1. 2. COVERS, CARPORTS, GARAGES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 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 .LEde6tric g.; Sills-Anchors-Studs-Rftrs-Trusses Si g; Nailing -Veneer -Stucco - Mesh hthg- Roof ing xt.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1�F Date Card B-1 Date ' Card B 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 -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ ;" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockou-s-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/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies ., - Date 15. Access & Ventilation 47. Hangers -Post Caps -Anchors -Connectors 16. Insulation 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Date Card B-1 Date Card B-1 Date 52. Garage Fire Protection Framing -RC Channel Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 57. Siding -Nailing Veneer 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 60. Shear Walls; Nailing -Bolts 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 63. Infiltration -Walls -Windows 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date 65. Smoke Detector Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 67. Bedroom Exiting 24. Fixture & Transformer Clearance-Irs. Protection 68. G.F.I. & Bath Fixtures & Tub Access -Spa 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 71. Fireplace or Stove, Clearance -Hearth 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 74. Elec. Outlets & Receptacles at Kit. Counter 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 80. Insulation -Foam -Looked in Attic 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Clearance Looked under Floor 0 Yes 35. Smoke Detector 84. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date 87. Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 89. Ventilation Throughout House 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 92. Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 95. Address Posted 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing ., - Date FRAMING (Continued) _ 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538 -2140 - WEBSITE: www.buttecounty.netWds PERMIT NO. BP040870 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty .of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN' 073_320-023000 the Business and Professions Code, and my license is in full force and effect. /� License Class: License Number: Site Address' 124 RESTIVE DR ORO Date: S ' 1-y " Contractor: "`- Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: DET GAR (624). Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: KLEIN LINDA LEE to its issuance, also requires the applicant for such permit to file a 543 COCKSPUR CT signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section WINDSOR, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95492 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 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: TUFF SHED INC pp 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 1777 S HARRISON STREET sale. If however, the building or improvements are sold within one SUITE 600 80210. year of completion, the owner -builder will have the burden of (916-483-8833 proving that he or she did not build or improve for the purpose of Sale.). jconardQtuffshed.com ❑ 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:. TUFF SHED INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). 1777 S HARRISON STREET ❑ 1 am Exempt under Article 3 of the Business and Professions Code SUITE 600 80210 (916-483-8833 Date: Owner: jconardQtuffshed.com License #: 661664 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the. performance of the work for which this permit Architect: is issued. ,,R3j1 have and will maintain workers' compensation insurance, as Engineer: STEVEN B BROWN required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ^ L +n Y r Wi /✓ 7vG� ✓j �� rr G4. Carrier: _ Total Square Ft: 624 S.F. Policy #: (%✓ii `� j `� y' `� 4 " Valuation: $14,976.00 ❑ 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. o A (3— Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, fees. r�4 • C> lG code, and attorney's CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bmfte County Code anrvor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resoluti s o do work indicAted a a (Pr which fees have been paid. t C� ' Name: By' Date: PERMIT EXPIRES ON: Date Address: q!'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. O Attached are copies of the required E.P.A. notification forms. I hereby certify that l have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. / Print Name: Signature: Date: 0 Owner —Contractor ❑ Agent for Owner ❑ Agent for Contractor `BUTTE COUNTY DEPARTMENT & DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040870 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN- 073-320-023-000 the Business and Professions Code, and my license is in full force and ' effect. License Class: License Nu/mber: / Site Address: 124 RESTIVE DR ORO / Date: sr— 1'" Contractor: J `"- Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: DET GAR (624) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: KLEIN LINDA LEE to its issuance, also requires the applicant for such permit to file a 543 COCKSPUR CT signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section WINDSOR, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95492 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 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 Applicant: TUFF SHED INC Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 1777 S HARRISON STREET provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one SUITE 600 80210 year of completion, the owner -builder will have the burden of (916-483-8833 proving that he or she did not build or improve for the purpose of sale.). jconardQtuffshed.com ❑ 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:. TUFF SHED INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1777 S HARRISON STREET ❑ 1 am Exempt under Article 3 of the Business and Professions Code SUITE 600 80210 (916-483-8833 Date: Owner: jconardQtuffshed.com License #: 661664 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 Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: STEVEN B BROWN required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: F_u.Yi �I�l I✓ �r� A, -1.1-11, G1_1 Carrier. Total Square Ft: 624 S. F. Policy #: C_ 9 3 4- Valuation: $14,976.00 ❑ 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. � 3 Date: Applicant: C 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 interest, fees. code, and attorney's 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 s o do work indi ted a o e r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) iz 5/7/:? Name: By 4—Date: PERMIT EXPIRES ON: Date Address: i'1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above property for inspection purposes. /mentioned � Print Name: ' `_ Signature: Date: i ❑ Owner -Contractor 0 Agent for Owner ❑ Agent for Contractor r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 t'� PERMIT NO. BP 4040t37p DATE: D� APN: ® _ ��U 0,3 ZONING: OWNER'S LAST NAME: ,�-- OWNER'S FIRST NAME: LIN ale -q- HONE STREETADDyRE,�S// S: v/��, L FAX: CITY, ZIP:©�� ^� ! E-MAIL: SITE ADDRESS: �� "e�57L/vE ��- crrv.zlP: G/ 2 95- G Q C�i�, g sri ut_ ! 7 NEAREST CROSS STREET: T j OT t APPLICANT NAME: PHDN STREET ADDRESS: a_G O (DO E ��v `ZJ7% F// (o' CITY, ZIP: /%f/O �( s c 9 sJ 1, 6 V J `Jjo4AS° 4 7U /(!� 44 o CONTRACTOR NAME: PHONE STREET ADDRESS: 3,Q_00 ©IKVJiF/ Qr CITY, ZIP: AOR -7# p Audis C64. 957 (�0STch�so,��T�/W-<AedjC4 E-MAIL , LICENSE NUMBER / LICENSE TYPE�G�� 61 ARCHITECT/ENGINEER NAME:PHONE: A�� ej �a �o0 9 STREET ADDRESS: A � 8.� �) ✓e� ^ FAX: CITY, ZIP:�O nn� ��oo 0"� �D��J© /VOIJ��l c�L7�pe d LICENSE NUMBER EMAIL DESCRIPTION OR SCOPE OF WORK: �AU s�evc l.�P�`f'�4c�i f�GE ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) Sa,1©-J Lo 25Dfl -e STbo -Pr, so C' S 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and 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: 8 P FEC 5-".90 Notes: 3�3f� St�T- -M Z42A 5 JI21A 15 .-,L .9g SM►P r.5v Application Received by: i�M� Date: 3.3© -04 - Receipt number: 3¢ Amount Received: 704, 56 (fJhA COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # 073-3:X0-023 PROPROSED BUILDING USE-3)EE' DATE 3.3 0 • o4- 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ 4. URBAN AREA FEES RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... ' X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES / $510.00 (paid at Building Division) y 7. SRA FIRE INSPECTION AND PLAN CHECK FEE (paid at Building Division) 152.1993 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER 395434 3.3o -oD4- At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT ,�✓, DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) _,��..�.w�....�,t"''�•`v" �v;4i�. o�Y ��ti»ir+;A+n'T•�wy"�../�'"�T Fy^.`.'r,"a«; j'�s.'.;q„S:»a i 'vd �`.�r:„..�v.� "S�s`�+:� .. .. � �'� -'" - .. � - .. _ COUNTY OF BUTTE-DEPARRTMENiT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orov?lle, CA 95965 Phone (530)538-7541 Fax (530)538-2140 p PERMIT APPLICATION DATA SHEET OWNER: ti�h E I ►-t . ASSESSOR PARCEL NUMBER 0 73 - 3 �L o • 0.? 3 Proposed Building Use: �+r rs� E p Com ('��Counter Technician: Date: 0.4 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. f- 1. Site plans 03r 4 sets, signed by the preparer of the plans. 2. Complete ans,for 4 sets, signed by the preparer of the plans. 19 1 3. Engineered plans �or 4 sets, with wet signature on plans AND 2 sets of stmped and signed calculations. , IT 4. Engineered truss details and layouts in duplicate. No faxes. 5. Letter from Engineer or Architect for trus`s-tesigt'f•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 J -D7 13. Detached Accessory Building Form filled out by the owner �j 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in O Chico (P.Ofoville, 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 - S, 19. Soils°Report and/or Engineered Foundation required........................................... ❑ . 20...Erosion Control Plan Required........................................................................ ❑ 1.21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ ,; • 22. City of Chico Plumbing permit....................................................................... 23. California Department of Forestry plan approval aid. Sent by: ............. 395t�34 3 .p4 ❑ 24. Planning approval (A) Use: K(B)Parking: (C) Parcel Check: L-) P -22- oLj ❑ 25. Contact Land Development about - Improvements, n Im � P e ts, _ Drainage ......................... Vj26. NPDES Form......................................................................:...................... 6 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 pe mits......... �-................. -.: ��......`.. ❑`'�' D 36. D°eed Restriction's' �.....y.......: r'e rJ.... . �...:.......?�.Z-Ci u..... '�y C �v �, :• f:.,_'c qua; 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 4. 38. Other: - ❑ Other: When,is'sued Telephone Cy r I- . 4A_71 . AA3 3 '__3 and hold for pickup. I have been inf( med of the above items and requirements for obtaining a building permit. Applicant: Ste'!ls/,rg� Date: 3130"01 'SZ-_ 1. Index permit application for th above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner; was advised-of the pve data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, as advised of the above data by ❑ phone, ❑ mail, ❑ counte Date: Plans reviewed by: , y Date: •0 Plans approved by: Date : • a Structural reviewed by: Date: Structural approved by: Dale: Note transfer by: Date: ,,.. Yellow: Building Division q T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plea Attacha�- Roar Plan Attachad i Seem to 8.0. k,,L),d "g �� .� 1A s; ve A2 , o�'� -azo -a--2,3 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clearance for dwelling. Other 1je7w&W,Ed QUO e c G C- 7-1 Hold final for: Final clearance O.K. for: NOTE: I-% 8/96 nmental Healcialist Date MTUFFSHED Storage Buildings & Garages CONSTRUCTION CONTRACT CONTRACTOR: TUFF SHED, INC., License No. 661664, located at 1777 S. Harrison St., Suite 600, Denver, CO 80210, with local construction office as noted below, hereby agrees to construct per listed specifications, and sell to BUYER: Name: ' je-14;v- Name: Job Address: ] 2 L{ re, --S P,- City: _ Mail Address: J`4 — Home PhoneP- City: Office Phone%47�, /�/� Soc. Sec. No. Zip Zip Legal: Lot Tract Per Map Book Page No. County Incorporated in this contract is a scale drawing of the structure showing size, style, approximate location and location of options and accessories as per TUFF SHED Sales Order Number 714 cJ Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License Board, P.O. Box 26000, Sacramento, CA 95826. Price: In consideration of the covenants and agreements included in the specifications and on the back of this contract being performed by both parties, including the furnishing of all labor, materials, and work BUYER agrees to pay to TUFF SHED, Inc. the sum of $ 7, PAYMENTS AS FOLLOWS AT TIME OF: ORDER: 10% or $1,000.00 * (Whichever is Less) $ `GDD6V ORDER: 10% or $1, 00.00 Completion of Concrete Foundation 30% $Delivery of Building M erial Substantial completion of Framing. 50% $ 3127-SOSubstantial completion Qf Completion of Building Balance $ '.o�Completion In the Event of failure to pay as set forth above, the obligation of TUFF SHED, INC. to begin construction will be suspended until such time as all monies due have been received. SALES REPRESENTATIVE TUFF SHED, INC. REGISTRATION NO. DATE 9°10 $ ;. 40% $ Balance $ phase of X - [< � 12 - Z,7 -0 BUYER DATE X BUYER DATE YOU THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. You have the right to require a performance and payment bond. If you are interested in obtaining a bond, please ask your TUFF SHED, INC. representative for information. LOCAL OFFICE: Signature above acknowledges that Buyers have received the attached "Notice of Cancellation", "Notice to Owner" and "Notice" forms. Buyer also acknowledge that they have been told verbally of their right to cancel this contract on or before midnight of: DATE CALIFORNIA CONTRACTORS' LICENSE B 661664 Page 1 of 9 Structural Calculations for Owner: Linda Klein 124 Restive Drive Oroville, CA 95966 Project: 24'x 26' Ranch Garage Project # TS -25279 P.O. # 25279 Invoice # 54768 Tuff Shed Store: #100 N. Highlands, CA 95660 Client: Tuff Shed Inc. 1777 S. Harrison Street Suite 600 Denver, Colorado 80210 Structural Engineer: Steven B. Brown & Assoc. 4885 Riverbend Road, Suite B Boulder, CO 80301 (303) 442-2009 Date: February. 24, 2004 BUTTE COUN I 'r V' 0 1. Page 2 of 9 Linda Klein Design Criteria Building Code: 1997 UBC, 2001 CBC t Allowable Soil Bearing Pressure Loads: Seismic Zone Wind } Roof Dead Load Roof Live Load I Loft Dead Load Loft Live Load Materials: 1000 psf 3 75. mph Exposure B 10 psf 37 psf 0 psf 0 psf + Hem Fir #2 Fb 850 psi 1/2" Plywood F„ 75 psi Misc. E 1.3x106 psi Microllam LVL Fb 2600 psi F„ 285 psi E 1.9x106 psi LamHeader Fb 525 psi 700, 1000, 1100 F!, 140 psi E 0.9x106 psi f LamHeader Fb 1000 psi 800, 1200, 1300, F„ 140 psi 2000 E 1.2x106 psi LamHeader Fb 1500 psi F 900, 1400, 1500, F„ 190 psi 2100, 2200 E 1.9x106 psi Concrete f'c 2500 psi 1/2" A.B. Shear Capacity r 1250 Ib 1/2" A.B. Tension Capacity 950 Ib 5/8" A.B. Shear Capacity 2750 Ib 5/8" A.B. Tension Capacity 1500 lb Roof Dead Load Trusses/Rafter 2.5 psf 1/2" Plywood 1.8 psf Asphalt Shingl( 2.5 psf Misc. 3.2 psf Total 10 psf o c zra• �- r- - - - - - - - - - - - - -- LL —— — — — — — — — — — — — — —� e of mGreo so rvuBeuw� voo,00 FOUNDATION PLAN FLOOR PLAN aam,E mv, PrtER1OO(�' 0011y'[OmNGOG WIYtp; a oc ' n�wo Gc®voce ROOF FRAMING PLAN Steven B. Brown & Associates Consulting Engineers Project: Linda Klein Project #: TS -25279 Page: 4 of 9 Subject: Headers Designed by: SB Date: 2/24/2004 Checked by: Date: Beam 1 16' Header End wall Loads: Dead Load 10 psf Roof _ Live Load 37 psf Total Load 47 psf Beam Span, L 16.25 ft Tributary Width 1.00 ft Other Load, w2 50.00 plf Uniform Load, w w=Trib Width * TL+w2= 97.00 plf Ct) I Defl. Limit Max Moment M=w 1-2/ 8= 3201.76 ft -lb 11.151 L/ 180 Max Shear R=V --w L / 2= 788.13 Ib #2 Hem Fir Microllam LamHeader Series ac107 1/4 I I g00 I _ Fb.,, Ct Fb.-, Ct Fb,,, Cf Fe ,psi= 1075.3 850 1.1 Fe ,psi= 3202.1 2600 1.07 Fe ,psi= 1190.3 900 1.15 F„',psi = 86.25 75 F„',psi = 327.75 285 F„',psi = 161 140 E, psi= 1,300,000 E, psi= 1,900,000 E, psi= 1,200,000 b= 3.0 in b= 3.5 in b= 3.5 in S,= 35.7 in3 S= 42.8 in' OK S,- 12.0 in S= 30.7 in3 OK Sq-- 32.3 in3 S= 39.3 in' OK A,= 13.7 inZ r A= 27.8 inZ OK A,- 3.6 in' A= 25.4 in' OK A, 7.3 int A= 13.5 int OK Irk 108.1 in' 1= 197.9 in' OK 1,= 73.9 in° 1= 111.1 in' OK 1, 117.1 in' 1= 176.6 in' OK hrN= 8.5 in h= 9.3 in OK h,q= 6.3 in h= 7.3 in OK h= 9 in Use 2 2x10 #2 HF Use 2 7114 ML Use 1 800 Series Each M.L, is 13/4" thick Beam 2 3' Header Truss bearing wall Loads: Roof _ Dead Load 10 psf Live Load 37 psf Total Load 47 psf Beam Span, L 3.25 ft Tributary Width 13.00 ft Other Load, w2 10.00 plf Uniform Load, w w=Trib Width * TL+w2= 621.00 plf Co Defl. Limit Max Moment M=w 1-2/ 8= 819.91 ft*Ib 11.151 L/ 180 Max Shear R=V --w L / 2= 1009.1.3 Ib #2 Hem Fir Microllam LamHeader Series 2x8 51/2 700 Fb„ Ct Fb„ Fb, Ct Fb ,psi= 1173.0 850 1.2 Fe ,psi= 2990.0 2600 Fb' ,psi= 603.8 525 1 F„',psi = 86.25 75 F„',psi = 327.75 285 F, ',psi = 161 140 E, psi= 1,300,000 E, psi= 1,900,000 E, psi= 900,000 b= 3.0 in b= 3.5 in b= 3.5 in SrN= 8.4 in S= 26.3 in OK 5,q= 3.3 in S= 17.6 in OK S,�= 16.3 in' S= 39.3 in OK A,= 17.6 in' A= 21.8 inj OK A,= 4.6 in' A= 19.3 int OK A,= 9.4 in'. A= 13.5 in OK Ir,eq= 5.5 in' 1= 95.3 in' OK �a= 3.8 in' 1= 48.5 in' OK 1, 8.0 in' 1= 176.6 in 4 OK hr,q= 5.9 in i h= . 7.3 in OK hr�= 2.4 in h= 5.5 in OK h= 9 in Use 2 2x8 #2 HF Use 2 51/2 ML Use 1 700 Series I Each M.L. is 1 3/4" thick L Steven B. Brown & Associates Consulting Engineers Project: Linda Klein Project #: TS -25279 Page: 5 of 9 Subject: Designed by: SB Date: 2/24/2004 Checked by: Date: Anchor Bolts Assume walls take shear in proportion to their length. Reaction Rv is the same for each segment in a wall line. Anchor Bolt Diameter, in 5/8 v Width I. Pwind i Wall A rn _Segment Lengths, ft _ 24 Total, ft Rv Rh TR'v' Width= 24 ft 24 Height= 8.1 ft Rh=Pseis/2= 1261 Ib Rv-- 426 Ib Rv<1500 —> 518" AB Fraction No Holdowns Required 1261 / 5 / 2750+426 / 1500= 0.38 <1 OK # of 5/8" A.B. = 1 A.B. Spacinq= Code Min of 6'0.C. v Width I. Pwind Wall C t lent Lengths, ft z i 19 4 Rv Rh TIRv Width= 4 ft ft , 23 Height= 8.1 ft Rh=Pseis/2= 219.0 Ib Rv-- 443 Ib Rv<l500 —> 5/8" AB nteraction No Holdowns Required 219 / 2 / 2750+443 / 1500= 0.34 <1 OK # of 5/8" A.B. = 1 A.B. Spacing= Code Min of 6'0.C. v Width I, Pwind Wall B r rn Segment Lengths, ft ) 4 4 Rv Rh TIR'V1 Width= 4 ft ,ft 8 Height= 8.1 ft Rh=Pseis/2= 631.0 Ib Rv-- 1278.0 lb Rv<1500 —> 518" AB nteraction No Holdowns Required 631 / 2 / 2750+1278 / 1500= 0.97 <1 OK # of 5/8" A.B. = 1 A.B. Spacing= Code Min of 6' O.C. Width I, Pwind � Wall D L Segment Lengths, ft = 26 Rv Rh IIRv Width= 26 ft ft 26 Height= 8.1 ft Rh=Pseis/2= 1261.0 Ib Rv-- 393 Ib Rv<1500 —> 518" AB nteraction No Holdowns Required 1261 / 6 / 2750+393 / 1500= 0.34 <1 OK # of 5/8" A.B. = 1 A.B. SDacino= Code Min of 6'0.C. Soil Bearinq Pressure Footing Width, in= 12 Soil Bearing Pressure Under Footing=(Roof & Loft DL+LL) Width/2 + Wall Wt x Wall Ht + Footing Wt Soil Bearing Pressure Under Footing= 870 psf < 1000 psf Good Steven B. Brown & Associates 24 Duratemp with Wall B Length, ft = Consulting Engineers V Wali A, Plf = 47.6 Min Nailing Project: Linda Klein Project #: TS -25279 Page: 6 of 9 Subject: Lateral Analysis Designed by: SB Date: 2/24/2004 Load Checked by: Date: Wall Height, ft ; 8.1 Building Width, ft 24 Building Length, ft 26 Roof DL, psf .' 10 Wall DL, psf - 10 Seismic Zone 3 Roof Pitch, int ft 4 Roof Height Above Top of Wall, ft 4.00 Shortest Wall, ft= 4 BC' 97 Base Shear Eq. 30-5 BC' 97 Load Combinations 1612.3.1: E/1.4 UBC ' 97 Wind Pressure Eq. 20-1 V=(3.0Ca/R)W/1.4 P=C.Cggs1. P = 1.00 Wind Speed= 75 mph Exposure B 3 i C'q walls = 1.3 Cq root= 1.2 Ca = 0.62 Ca 0.36 For Seismic Zone 3 Iw = 1 qs = 14.4 psf R= 5.50 Pwalls = 11.63 psf W=RoofDL x Width x Length + 2 (width+Length) Height/2 x Wak P ,,,f - 10.73 psf W= 17986.0 Ib Minimum Wind Wall Shear (Wind Against Gable End) Seismic Wall Shear V=Pwalls x Width x (Wall Ht/2+Roof Ht/2) V= 2522.7 Ib V= 1688.0 Ib Seismic Controls in Both Directions Pwind wall=Pwalls x Wall Ht/2 x Binding Len/2 4.00 IT Pwind wall= 612.1 Ib Pwind roof --Proof x 4/12.65.x Building Width/2 x Building Len/2 Pwind root= 529.4 Ib 8.1 ft PtotaFPwind wall+Pwind roof Plotal= 1141.4 Ib 4.0_0 12.6\ 1 12 P wind roof P wind wall v CO Wind Load Along Top of Long Wall,W= 87.8 plf 24 ft M roof diaphragm= 7,419 frlb V roof diaphragm = 47.6 lb/ft 8d@6" and 12" Field Using 15/32" Plywood Chord Stress= 58.9 psi < 525 psi OK for #2 Hem Fir hord Splice Nailing= 3 - 16d Nails Each Side of Splice Drag Strut Nailing= 5 " O.C. w/ 16d Minimum Shear Wall Nailing Requirements using Duratemp 8d @ 6" Edges and @ 12" Field - has 230 pif Capacity Length, ft = 24 Duratemp with Wall B Length, ft = 8 Duratemp with V Wali A, Plf = 47.6 Min Nailing V wail B, Of = 142.7 Min Nailing 53 plf for seismic 158 plf for seismic /halls Using Seismic Load Length, ft = 23 Duratemp with Wall D Length, ft = 26 Duratemp with V walk C, plf = 54.8 Min Nailing V wall D, Of = 48.5 Min Nailing 7 for side wall shear transfer via blocking and toe nails Steven B. Brown & Associates' Consulting Engineers. Project: Linda Klein Project #: TS -25279 Page: 7 of 9 Subject: Designed by: SB Date: 2/24/2004 A Checked by: -Date: Wall Height, ft 8.1 Building Width, ft 24 Building Length, ft 26 Roof DL, psf 10 Wall DL, psf 10 Floor DL, psf 10 Truss / Rafter Ties Wind Uplift= (12/12.65*0.9*P,,;,,d-0.9*Roof DJ*Width,wa;,,9/2*2 Wind Uplift= 3.89 Ib Uplift<365 Ib. Use H2.5 Ties Overturning ___4_.00 1 Upwind 12.6, ; 12 4.00 ft �p Wind S 8.1 ft DL �24 ft R, R2 WDL=(90%)(Roof+Walls+Floor) for 1/2 the. Building Pwind=P total (see Lateral calcs) wind=(vert component x Cq) P Area/2=12/12.65 x .9 P Width xLength/2 T= P wind x Ht + Up wind x Width/2 res=WDL x Width/2 2.55 OK 1.5 x Mor 65,349 ft*Ib Want n °T =1.5 WDL= 9261 Ib Pwind= 1141 Ib Upwind= 2858 Ib Mor 43,546 Wlb M.= 111,132 ft*Ib Side wall shear transfer via blocking and 8d toe nails Reference 2001 CBC, Section 2318.3 and Table 23 -III -C-2 3- 8d toe nails per block in 24" truss spacing Hem Fir 90 Ib x.82 x 1.60x1.1= 130 Ib/nail 1304.83=108 #/toe nail 108# x 3 nails = 324 lbs over 2' spacing = 161 plf > 150 plf maximum allowed Use 150 plf allowable shear at side.wall Compare to 49 plf calculated shear at Wall D = Okay CD= 1.6 Cdi=1.1 Ctn=.83 .82 in equation above is to adjust values to Hem -Fir Steven B. Brown & Associates Consulting Engineers Project: Linda Klein Project #:' TS -25279 Page: 8 of 9 Subject: Lam Header Design tables Designed by: SB Date: 2/24/2004 { Checked by. Date: 2X4 LAMHEADER ALLOWABLE DESIGN PROPERTIES ` (100% Load Duration) BEAM GRADE/ DEPTH FLANGE FLANGE WEB WEB AREA E I S SHEAR MOMENT WEIGHT MATERIAL WIDTH DEPTH DEPTH WIDTH (in) (in) (in) (in) (in) (int) (psi) (in 4) (in3) (lbs) (in -lbs) (Ib/lin ft) .700 Stud WW 9 3.5 1.5 6 1.5 19.50 900,000 176.63 39.25 2,730 20,606 4.5 800 Sel Str WW 9 3.5 1.5 6 1.5 19.50 1,200,000 176.63 39.25 2,730 40,624 4.5 900 Sel Str DF 9 3.5 1.5 6 1.5 19.50 1,900,000 176.63 39.25 3,705 67,706 4.5 1000 Stud WW 12 3.5 1.5 9 1.5 24.00 900,000 382.50 63.75 3,360 33,469 5.5 1100 Stud WW 12 3.5 3 6 1.5 30.00 900,000 468.00 78.00 4,200 40,950 6.9 1200 Sel Str. WW 12 3.5 1.5 9 1.5 24.00 1,200,000 382.50 63.75 3,360 57,375 5.5 1300 Sel Str. WW 12 3.5 3 6 1.5 . 30.00 1,200,000 468.00 78.00 4,200 70,200 6.9 1400 Sel Str DF 12 3.5 1.5 9 1.5 24.00 1,900,000 382.50 63.75 4,560 95,625 5.5 1500 Sel Str DF 12 3.5 3 6 1.5 30.00 1,900,000 468.00 78.00 5,700 117,000 6.9 2000 Sel Str. WW 15 3.5 3 9 1.5 34.50 1,200,000 862.88 115.05 4,830 93,191 7.9 2100 Sel Str DF 15 3.5 3 9 1.5 34.50 1,900,000 862.88 115.05 6,555 155,318 7.9 2200 Sel Str.'DF 15 3.5 4.5 6 1.5 40.50 1,900,000 948.38 126.45 7,695 170,708 9.3 i 2X4 LAMHEADER ALLOWABLE DESIGN PROPERTIES (115% Load Duration) BEAM GRADE/ DEPTH FLANGE FLANGE WEB WEB AREA E 1 S SHEAR MOMENT WEIGHT MATERIAL WIDTH DEPTH DEPTH WIDTH (in) (in) (in) (in) (in) (int) (psi) (ire) (in3) (Ibs) (in -lbs) (lb/lin ft) 700 Stud WW 9 3.5 1.5 6 1.5 19.50 900,000 176.63 39.25 3,140 23,697 4.5 800 Sel Str WW 9 3.5 1.5 6 1.5 19.50 1,200,000 176.63 39.25 3,140 46,717 4.5 900 Sel Str DF 9 3.5 1.5 6 1.5 19.50 1,900,000 176.63 39.25 4,261 77,862 4.5 1000 Stud WW 12 3.5 1.5 9 1.5 24.00 900,000 382.50 63.75 3,864 38,489 5.5 1100 Stud WW 12 3.5 3 6 1.5 30.00 900,000 468.00 78.00 4,830 47,093 6.9 1200 Sel Str. WW 12 3.5 1.5 9 1.5 24.00 1,200,000 382.50 63.75 3,864 65,981 5.5 1300 Sel Str. WW 12 3.5 3 6 1.5 30.00 1,200,000 468.00 78.00 4,830 80,730 6.9 1400 Set Str DF 12 3.5 1.5 9 1.5 24.00 1,900,000 382.50 63.75 5,244 109,969 5.5 1500 Sel Str DF 12 3.5 3 6 1.5 30.00 1,900,000 468.00 78.00 6,555 134,550 6.9 2000 Sel Str. WW 15 3.5 3 9 1.5 34.50 1,200,000 862.88 115.05 5,555 107,169 7.9 2100 Sel Str DF 15 3.5 3 9 1.5 34.50 1,900,000 862.88 115.05 7,538 178,615, 7.9 2200 Sel Str. DF 15 3.5 4.5 6 1.5 40.50 1,900,000 948.38 126.45 8,849 196,314 9.3 Steven B. Brown & Associates Consulting Engineers Project: Linda Klein Project #: TS -25279. Page: 9 of 9 Subject: Duratemp Designed by: SB Date: 2/24/2004. Checked by: Date: 1 Duratemp Siding & CDX Shear Wall Nailing Schedule Based on I.C.B.O. Report No.: ER -4856 and1998 CBC/1997 UBC Table 23 -II -1-1 Thickness, in Nail Size, d Nail Spacing, in `Allowable Shearon Hem Fir Studs, plf Allowable Shearon Doug Fir Studs, plf 1/2 8 6 230 260 1/2 8 4 353 380 1/2 8 3 451 490 1/2 8 2 599 640 1/2 10 6 279 310 1/2 10 4 418 460 1/2 10 3 545 600 1/2 10 2 713 770 Notes: 1) Values based on nailing through full thickness of Duratemp, 5/16". 2) Values for Hem -Fir based on footnote 1 of UBC Table 23 -II -1-1 (Specific gravity = 0.43) 3) Use 16d common nails at bottom plate nailing into wood framing below. Spacing=(141 x 1.33 x 12) / (Actual Wall Shear), in inches 4) Duratemp shall be installed per I.C.B.O. Report No.: ER -4856 5) Duratemp shear panels shall be nailed with common nails at all edges as noted and nailed at 12" o.c. at intermediate framing members. 6) Nails shall be common or galvanized box nails. 7) In Seismic Zones 3 and 4, where calculated shear values exceed 350 plf, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member. National. Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution [LESS THAN 1 ACRE Prevention Plan (SWPPP) Acknowledgement Project Title: A By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 3 Department. of Development Services Building Division 7 County Center Drive Orovifle, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use Exception: �ava�. V arage$ and Cat �v1-4. s. Owner: 1_ i 4/<1e1 • ,e1eirk Phone: �S��o� ��T— 1%y�7_Z Mailing Address %.z L` Pee5p'oTy� %�,�, (�i/O�/i//�, Site Address: l2 y /<eS yid 9/-. Assessor's Parcel Number: 427:� ._ 3Z0 " �.z3 Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL MORINIATION: 1. Is there a primary dwelling on the property? Yes9 No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No Q 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No FXI 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No ED SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. -Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 3. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No ❑ CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? , ' Yes ❑ No [j 11. Will this building be heated or cooled? Yes No 12: Will this building have a water closet/toilet? Yes NoO Q 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No Q� 15. What type of floor covering gill the building have? C e.w\a..i^.:N_t�pw (ot/2yLv� 16. What type of Nvall covering will the building have? w e LA/,avi t L5f0.11 W o tf �)/ oaAd OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. (9 Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored orkept." A garage door is renuired. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entireiv open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio Artist Studio ❑ Hobby Room ❑ Craft room ❑ Sewing Room i Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy 2 ❑ Other — Use = 1. Dnsrnbe type or W=i hop :. 1vt= be approved by the BuaE County Plarming Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. 0,-vner's Name: Please. Print �-_ I. >n �t K Q_t V\ 9 n n Owner's Signature:T I,v�,�cz �q�v„� Date: 41A 8,—,59,00-f 2 of 2 NOTES i �f PERMIT NO. RESIDENTIAL 073-320-023 KLEIN, LINDA' I 03-0734 124 RESTIVE DRIVE, OROVILLE E r Cont: OWNER NEW OPEN DECK __5�3/,Z;,-.I` SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. r FIRE SPRINKLERS REQ. t SPECIAL INSPECTION ITEMS f VERIFY USE PERMIT CONDITIONS j SUB -STANDARD HOUSING LETTER �/w�r- 6�i�a� -.,dam- --• � ��,�� JOB FINALED (Date) Signature J=OK 0 = Not OK Not Ready DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5.. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 8. 7. Well Clearance & Disconnect 9. 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Braced Wall Panels Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 2. 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date . Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 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 -Panel boards -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 = NotOK = Not Applicable Applicable . = Not Ready 62. Insulation -Walls -Ceilings RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning -Setbacks -Easements -Flood -Slope PLUMBING (Permit) OK except #'s 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth _ 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 19. D.W.V.; Test Fittings & Anchor -Nail Protection 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 22. Gas Pipe; Sixe & Anchors 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Card B-1 Date Card B-1 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel 24. Fixture & Transformer Clearance -Ins. Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 27. Romex Installed Close to Edge of Studs & C.J. 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies _ 15. Access & Ventilation 34. Clothes Closet Light -Shower Light -Spa Light 16. Insulation (Single & Duplex) 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle _ 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 70. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 85. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Comments at Final: 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing 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 -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. Following Instld./Drive O Yes O No/Walks O Yes 0 No/Planters Cl Yes Cl 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVI N 7 County Center Drive • Oroville, California 95965 • Telephone (530) -75 2_ (Rev.12/96) APPLICATION AND PERMIT J ASSES07PARCEL 3-32UMBER ZONING BUI ING PERMIT OWNER Linda Klein 707-837-8171 TELEPHONE SO. FT. OCC. BUILDING VALUATION 468 o� n 3276.00 . OWNERS MAILING ADDRESS 124 Restive Drive—Oroville CA 95966 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 3276. 0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 6-100 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ()npn Deck 13 X 36:i: 468 �. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a00V OR UE Main Service 2o.A0.LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effectP License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BIDS. s0 3.50FT. NOµHESID. MULTBRANCI.O. TITS @7,50 OWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 2BAL @ I'50 L .SO Ex. Occup. ..EDA RES,SID.OERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 0 the permit is for work of a valuation 01of one hundred dollars ($100) or less.) 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 3�/� _ X Date C) 3 S' nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent I An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $123.95 HAZ OFLCLCDF PARCEL PD HD ISSUE I is - This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D e 7 PERMIT EXPIRES ON I Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT df'• COUNTY OF BUTTE -DEPARTMENT OF. IEV ?OPMENT SERVICES- ;. . K� 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax PERMIT APPLICATION DATA SHEET !Pt6SION ) 140 1 Alle5,t'n (J /� n _Q OWNER: l n��. ASSESSOR PARCEL NUMBER 2 t/ Proposed Building Use: CPeI 1 n ��' Counter Technician: 1 l Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. 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. 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. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. �. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ' ❑ 13. Other I �� .r Remaining items needed to issue the permit, (May require additional plan review upon receipt of the following items.) f ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Ju 5. Statement of Intent for Non -heated and A/C Buildings ................................. i^........ f� -47L6.' ation and plot plan approval from the Environmental Health Department in ( )I Cly I ' 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... .❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ................... ........................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance..............................................................\ ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D ❑ 31. Other: When issued,Telephone 17 and hold for pickup. I have been -informed of the above Iitems and requirements for obtaining a building permit. Applicant: � ��V"` Date: O (/ \ � 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abovX�070 ata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: ;5 Plans approved by: Date: Z Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division `e `,/ ONLY Plot Plan Attached Raw Plan Attached Santa ®.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance '-DA, 23 Owner Location AP# Plan Approved for: Sewage Disposa'I--�,— Water Supply: Public Private Well Clearance for dwelling. Other faxx� % -,&LI- Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date a, 6, Typ 4"X (all I G PLYWOOD CC EXT. I 1::d a— A FRMM a LDV CLIF.M L L—J. 20 1211 X 0(8*o.0. MAX. 112 STAIR STRINGER. It' -A 12" PI 9 'TOP VIEW H AU121ZAIL NOT 5HOW M -'For, URIZIT1. Z4'v "UDF 2. DECKING 3116 a BOLT GIRDERS Ys' TiG PLYWOOD CC EXT. MOBILE ROME ro OF, VE 48. MTL. N MAX. CUP(EA. PE q,MIMI 4 4xG, J'c 4!1c4% POST—- • GUARDRAIL 2'x IV OeDF me 2'k4"PRESSURE' TRrAT_r1' Olt DOLTS 4" M U• AKI DEr-ylu G GIRDERER PRECAST 4'x9' POST pC IEP. A 04TE_ DIAGONAILro 13RACIJ - L RESIDE-Amoz srz-ps 0. 6TTE - DEPARTMENT OF PUBLIC WORKS 'ao-lunly oroviIle. California 95965 �0 KN. F*00TIN6 Center Drive - Telephone: !i-lg-7541 I t RESIDENTIAL PERMIT NO. 073-320-023_ 00-2016 KLEIN LINDA /01, *STIVE DR. OROVILLE ► CONTR. D & A CONSTRUCTION M/H PERMANENT FND —Jl _ ' THE CD FORM 433A FOR THIS MH CANNOT iBE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: ' (1) LICENSE PLATE(S) or DECAL(THE j INSPECTOR MUST RETRIEVE) j (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) i INSPECTOR TO VERIFY SERIAL &LABEL.#'S SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY Address GAS Dat Meter By ELECTRIC Date Meter B JOB FINALED 4 Signature ✓ = OK 0 = Not OK = Not,Applicabl'e MOBILE HOMES Not Ready _ • Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 3. Se Location -Test -Fall -C/O -Concrete 6. 6. ater; Location -Test -Easement Needed (Sketch) Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance 8 Disconnect 9. 8. U ' ity Clearance �Tr -IiZ� Ext.; Steps -Doors -Landings Date Brayed Wall Panels Card B-1 Date Card B-1 Date Card B-1 bate Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 7. 1. Zoning Requirements -Setbacks -Easements 8. 2. Footings; Size -Spacing -Marriage Line 9. 3. Gas; MH Test -Demand -Valve -Connector 10. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 11. 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 `N, �a - l b i - I (6 z -V, MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Brayed Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (PI9ns) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-bents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes G No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing r jingle & Duplex) r _ Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. _ Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection, 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor C) Yes 82. Following Instld./Drive 7 Yes 7 No/Walks J Yes :] No/Planters J Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnoct, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISIO1V�' 1 " DEPARTMENT OF DEVELOPMEN=T Si/,C' ES `A 411, k6n Street • Chico, CA • (530)r 891-2751 Y •tE '7 County Center D •ive • Oroville, CA • (530) 538-7541 CORRECTION -NOTICE 2� OWNER PERMIT NO. ; A routine inspection indicates that the following violations of butte county Ordinances exist at the ' above address and should be corre ;ted. Please notice this office when correction of -work is �a completed. If you have any questions pertaining to this matter, or need additional explanation, x# please contactithis office immediate,y. t PV 1 -ter t t f�i -•aJ Date �— �� Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL t4UMBER 073-320-023 ZONING T A.0, BUILDING PERMIT OWNER LINDA KLEIN TELEPHONE SO. FT. OCC. BUILDING VALUATION 1912 66,598-nO OWNERS MAKING ADDRESS 543 COCKSPUR CT WINDSOR CA 95499 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ A 598 ARCHITECT ORE LICENSE NO. Filing Fee -nn $ 20.00 Permit Fee F itFeeCheckingFee $ 245-50 ARC ECT OR ENGINEERS ADORE Plan $ 9300 BUILDING ADORES STIVE DR, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15. OT Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation X7 Other ❑ Describe Work: MH INSTALL ON FOUND 28X44 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in Ujl orce and effect. `' License Class Lic. No. y 7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' p nsatioIn nsurance carrier nd policy number are: Carrier Policy Number ! C045 (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / X � �fl � 1 Date i ©(�' �� .e-1 Signaturd of Ap licant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I 000 46.00 NEW CONST. DWEwNG OCCUP. SO OR ADDNS. ( 8 ACC. BLDS. 3.50FT. NEW NOWR°ESID T. MULTI- OUTLETU. @7,50 8 sOWELRLE opm�ETTUS, .00 EX. Occup. OUTLET OR FIXTURES BAL I Ex. Occup..50 oUTLEEDrs PL.16°EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE $ 63.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 416.50 HAz D I � D � pA�EL �D D ISSUE This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have By EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 2 `7 ®r D e Receipt No. 5026M, 1PPERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INS'ECTOR GOLDENROD -APPLICANT 4aa� CO.UIVTY OF BUTTE -DEPARTMENT OF DEVL� 7 QOUNTY CENTER DRIVE - OROVILLE, CALM 1. PERMIT APPLICATII c' _j OWNER: ( ASSESSOR PAR Proposed Building Use: Building Inspector: At time of permit application, Ilwas ad ed the, following data must ❑ 1. All iiems have been submitted. NT SERVICES - BUILDING DIVISION 95965 - TELEPHONE (530) 538-7541 TA SHEET _ Date: prior to pennWprocessing and/or issuance: Date Received By ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. -------------------------------------------------------#---- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------ ===-=----- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- E1.6. ---------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------- ---------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.-------------------------------------------------------- ❑ 8. Hazardous Material Form. ----------------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------ 0 0 ees of $ ------------------------------------------------------------------------------------ Impact fees as shown on the attached schedule. --- ----- - ------- ----P-2 ---------------------. Department of Forestry plan approv fees.--_ ---- g -------------------- California ❑ 13 Flood elevation certificate.--------"j� --- ---' '' ------------------------------------------------------ Sanitation and plot plan approval Health Department. ------------------------------------------ ❑ 15. City of Chico plumbing permit. --------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------------- ❑ Planning approval for (A) Use: (B) Parking: ________________________. Contact Land Development about dImprovements, ❑ Drainage, M Legal Parcel. ---------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- 020. Pre -inspection for required Request to Building Inspector on _ ❑21. Contractor's license information. (Number, Name Style, Classification). -------------------- --=----------- ❑22. Workers' Compensation carrier and policy number. ---------------------------------------------------------- e, ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑), *LWe tterofsgnature authorization. ------------------------------------------ rded copyofAgriculturalAcknowledgment Statement.----------- etter of intent on building use.-------------------------------------------- 027. Manufactured Home utility clearance. ❑28. Existing viol Cions and/or expired permits- ------------------------------- . ---------------------------------- _ ❑29. 433A, Grant Deed, ElM.H. Title, I 1 Check to H.C.D $ ��' 0. Other: %12K (0-ald CV L4 you issue e pgivuit, / s llows ❑ gail to o9ner, ❑Mail to contractor. Telephone and hold for pickup at office. D r with inspector. :;1.� Date) r.. ,T?Ll £M.Y Applicant: N.Y� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 110 Date: By: 1. Index permit application for the above items numbered ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building ivision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 13Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: I Date: Plans approved by: Date: Sets of plans on hold in 11Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.M. USE ONLY Plot Plan Attached Floor Plan Attache ' Sant to B.D. t�+ TO: Building Department FROM:. Environmental Health 6V - SUBJECT: Sanitation Clearance I< I � , Rte -S4 ,jg- (a I O`7 azo Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private WeIVC Clearance for awdwelling. Other I Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 a COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DLUVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER [e. I PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ II 2. SCHOOL DISTRICT FEES ► i `Q� -e- (paid e(paid at District Office) 3. SHERIFF FEES (paid at Building Division) Q Residential ........ x $360.00 = $ Units Commercial (sq. ft.).. x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x . = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 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. # DATE RECEIPT # DATE REC IP q100 q4�� 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 during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) I • Permit C/eara�ce - - cnvhnnmental tiealt}� tom• Septic Permit Reviews, Agrtcuroze Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (CorrVtnd/Multi) ❑ No ❑ Yes parcel Created by 1, _ 11 frl•! :� .i .4 s.'1 �?,.'�� '1.. i'. _ 'i r 1 t': ): . ', i ' r • .r"7 ❑ Deeds J Date of Creation: Legal Access Provided: , �•',❑ No, , ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Roan Name: ' Complies with County Standards Ror Deed Creation: ❑ No ❑ Yes Canmentx Mapesi' Date of Recording _t- 2 2-4?'4 S� Lot:.. i 3Book: ., ' �o� �_ .Page: 2 I - 2 S 'onditions That Must Met Pricr cn Tearanro �f rmit ❑ Vel Parcel ❑ Verify Legal Access ❑ Provfde Creation Deed ❑ ComplY with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division fcr application). r C3 Construction acoss property lines is not permitted (See Land Development for a Merger Applk adon/Lot line Adjusbnent). ❑ 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 C1 Meet current EHD requirements. ❑ Other :ereral Commentc' �-Wkl r"i�io v\ o •� ,pQ� ' % S -{> C •� �-�rce�c�'cc �4►,��ed A-0 .kQi L ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TEAP"PR:JMO:VAZ:] ' PERMIT CLEARANCE Permit #: Q % — 20 \ 1p Date: j2y DO General h7fOrn7abron LAP#:_o'ZZ Owners Name: L . v�d .. `t� h Parcel Acreage: J� r19 . Owners Address: -6 a C s�.�, c ler on 1 rl `- c) Fla er fivery� ©t�v �� 9 S q'U's" Building Site Address: e �-� �/ D �-;�/� C) Il2 Proce/tvinformation Permit Tvoe: ❑ Agriculture Building ' ❑ Commercial ❑ Industrial N'Ftobile Home ❑ SFD ❑ Residential Accessory ❑ Znd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: p,- 5 Date of Zoning Ordinance: General Plan: Development Agreement: N /A Use Permit: —N/A Variance: N / A Parcel Is In: Land Conservation Agreement 1�1 No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan U No ❑ Yes Violation Area ❑ No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset. Enterprise Zone No ❑ Yes, check use No Yes Floodplain �❑ No F] Yes 1C�Zone: X Panel Number: l b SC) C— Watershed Protection Zane `7°S Proposed Use Complies With• 45. General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes applicable Setbacks: Zcniri Ccde Street & Hi hwa s Fre Prevention Subdivision Ma Front 5 b Side' 3p S,de street '30 Rear -7JO Heicht r A BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form Per Building) School District -P,�� Building Department No. A.P. Number��-Q;�-3upsdiction: City County VI _- Property Owner Property Location/Address Subdivision Residential Development No of Living Units ✓-e Lir. Lot No. Sq. FootageAd— Mobile 3 Home Addition/ 'Supplemental to (Group R) Installation Conversion Permit # '(No foundation inspection)' istrial New /Adddior Representative .t Sq. Footage (Including Exterior oofed Areas) a� Date wtmoor mans. reviewea Dy scnooi uistnct rersonneii District Identificatitio6 �No. Schod District certifies that (Applicant) (Street Address) ` (Phone Number) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # ,�.. Remarks: (State) (Zip Code) Uby payment of $ AB 2926 $ FULL MITIGATION $ " Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any Cour: action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEGA), 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 0 :va ®� a '' e j • � � :"' Ome U o 840 West Palm Avenue. Lindsay. California 9324: . (559)562-4951 A September 15, 2000 D and A Construction 1740 Feather River Blvd. Oroville, CA 95965 Opepartment of Develo lint Services p Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-320-023 Building Permit Number: 00-2016 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. The parcel map for this subdivision requires that a grading plan be done by a registered Civil Engineer prior to issuing the building permit. Please submit this plan. 2. Please put the year of the mobile on the data sheet. 3. Your plot plan shows your septic system in a leach -free area and the mobile in an area of more than 30% slope. Please revise the plot plan. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Submit a Recorded copy of your Agricultural Acknowledgement Statement. 2. Provide the following: 2!1. Grant Deed 2.2. Check to H.C.D. in the amount of $ If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, 1 of 2 r � , Linda Simpson Plans Examiner r CDF FIRE SAFE REQUIREMENTS AP# PERMIT # N Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local 'regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these + standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards - [ ] 1273.02 -Surf.ace .-A1-l,.driveway _surface s.-and_s.truct.ures__(bri.dges_,. 1273.07 culverts and other appartezant structures which supple-, ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. i' [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet. to' those from 100-200 feet. ]f 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 'I 1273.05 Turnarounds. If required, will have a minimum turning i radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum. of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3.-, f I , M k AP # �p � 2o(L " J I L�,✓o�a. PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ,a [�] 1273.10 Turnaround. A turnaround shall be provided at all t building sites -on driveways over 300 feet in -length and shall be within 50 feet of the.building. [ ], 2. For parcels less than 1 acre, local jurisdiction ► shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable i vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi.ial inspection of a building r permit. i Page 2 of 3 t [ 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at'least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ) 3. Whe-re-a--one-way, road -with-a_ sing-le--trafff- c-- lane - provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�1 1. All parvels 1 acre arid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center + of the road. [ ], 2. For parcels less than 1 acre, local jurisdiction ► shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable i vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi.ial inspection of a building r permit. i Page 2 of 3 t [ � 3 � 3 Z - 2 3 rS D � .1D r � c� ,✓ L� AP # PERMIT # NAME Other Reauirements [ ]�' If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ]; If Building Setback is Less Than 15 Feet. Choose. any 3 of the following: - Metal or no doors on side toward property line with insuffi- } cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not-to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry-veneerv Metal Other Butte County Fire Department approved materials I t i t s Date 9�' Signature p Page 3 of 3 MOBILEHOME INSTALLATION DATA 1)' Owners Name: 2) Assessors Parcel Number. 3 ao -- 0 D 3 3) Installers Name: INTEGRITY HOMES, INC. 4) Is the site currently under permit? Yes [ ] No [7c] Permit No. 5) Is the site an existing site? Yes [ ] No [X] (If yes, fumish two plot plans). 6) What is the electrical rating of the mobilehome? 1 pO Amperes. 7) What is the mobilehome site circuit breaker rating? aCO Amperes. 8) What is the electrical rating of the mobilehome site? Q00 Amperes. 9) Is the main service remote from the mobilehome site? Yes [ ] No [X] If it is, what is the rating? Amperes. 10) Is there any other electrical load to be served by the mobilehome site electric service (ie well, garage, etc.)? Yes [�] No[ ] If yes, please identify the load and size: a) The mobilehome site: Load- t ,J� ,1 Amperes- c�C� b) The main service: Load- Amperes - 11) Type of gas service at mobilehome site: Natural [ ] Propane [ None[ ] 12) Size of gas pipe at the mobilehome site from the meter or tank: 3/4". 13) What is the gas pipe length from the meter or tank to the mobilehome? cam" (ft.) 14) What is the mobilehome gas demand? B.T.U. * *(This information is not required if the pipe length is less than 6 feet on natural gas or less then 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION D 1. .MQBIL ."ME P101 Mobild Manufacturer:('J1 al1l V 1 e Y Manufact 6t� je If other then single wide, fpmishSdtup Model Num a Width: 4q (ft) Length: a (ft) Tagalong or Expando Size X On all mobilehomes; manufactured after October 7, 1973, furnish m6nufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation. grade [�4] Other: SUPPORTS: Concrete block W Other. Provide Tie Down Specifications for all Mobilehornes: een� pa -'r Pier Footings Sizes and Location SINGLE WIDE MMT1-WIDE Line P Line 2Line 2 ................................................................................................. Main Beams Line 2 ................................................................................................ e 2 Line I Line 3 Line 2 .. . ....... Main Beams ................................................................................................ Line 2 Line I ...................... es ?Line 1 Tag or Triple e 4 ................................................. Line I Piers: Line I Openings Size minimum: I ]XI I Size minimum: Spacing maximum: Each side of openings From ends -max: with width over: Line 2 Piers: 341c 3a Line 4 Piers: Size minimum: 1--4X 1341 Size minimum: Ixf I Spacing maximum: 2-' 0 Spacing maximum: From ends -max: kl-'b From ends -max: Line 3 Roof Loads: Size minimum Location (from rear): Line 5 Roof Loads: Size minimum Location (from rear): 100 i .1/1 OE .MI Or .2/166- 1 .NI oc -FON Y/I OE T ON3 H) 1H JIUWU I 11H 31EiH-8 9Y49h1 Z9S 699:131 m I LL z 0 cc0 z 0 Ix W a al , 60000 NOI dWVHO 179 : 9I ( 1'88) 00 .8 i - .!)nv I I 1 I 8i i �. ! J ( I I ISr.�i ! Iii t� J 1 •. 1 J I I 81 I i J I r I j I 1 j i i i I 1 I 1 � i I 31 Isi' � 181 I SISI I I I ++ ! I----r- I J� `� I 1 r -r, — — I rte•-. `? `rJlSI I I I 181 I ISi ! I I ISI I ! L T- J m I I I I I ! I I I I I 1 '8 i 181 I I.�-,I X81 I I 1 J J I 9Y49h1 Z9S 699:131 m I LL z 0 cc0 z 0 Ix W a al , 60000 NOI dWVHO 179 : 9I ( 1'88) 00 .8 i - .!)nv AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 , COPY of Document Recorded 1. 20 -Oct -2000 2000-0040627 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date e — Z Z —O U PROPERTY OWNERS: k "' L10- C - K' . LIVII, Limop. uir Y -LF -W State of California ) County of —&- ,� jT-�C- ) On Q - EQ - 00 before me, I i i personally appeared k.�rdA V— E i lr\ 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. j 5eak: ELTZ YOM 77ORRIA 2002 PARCEL I -A: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGE(S) 21 THRU 25. RESERVING THEREFROM, THAT PORTION LYING WITHIN RESTIVE DRIVE, AS SHOWN ON SAID MAP. APN 073-320-023-000 f. 1 it , • iiSCORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 17 -Jan -2001 2001-0001910 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. LINDA LEE KLEIN REAL PROPERTY OWNER/LESSOR 543 COCKSPUR COURT MAILING ADDRESS WINDSOR, SONOMA, CA 95,492 CITY COUNTY STATE ZIP 124 RESTIVE DRIVE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME') MAILING ADDRESS cry cOLMTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP. 00-2016 (530)538-7541 BU D G PERMITN .y TELEPHONE NUMBER �' , i 01/10/2001 SIGr4ATuRE OF LOCAL A t;Y OFFICIAL DATE INTEGRITY HOMES, INC. DEALER NAME (if not a dealer sale, write 92834 DEALER LICENSE NO. CHAMPION 2000 DW 161-2 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 0900-161-11624A/13 44'X 28' TRA479750/51 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER SEE ATTACHED A.P. # 073-320-023 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 00-2016 Address or location of unit: 124 RESTIVE DRIVE, OROVILLE, CA 95966 Legal Description of Real Property: A.P. #073-320-023 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: LINDA LEE KLEIN Owner's address: 543 COCKSPUR COURT, WINDSOR, CA 95492 INSIGNIA OR HUD NUMBER: TRA479750/51 SERIAL NUMBER OR V.I.N.: 0900-161-11624A/B MANUFACTURER'S NAME: CHAMION HOME YEAR: 2000 OFFICIAL APPROVING INSTALLATION: ,Q, DATE: 01/10/01 PHONE: (530) 538-7541 H.C.D. 513C LEGAL DESCRIPTION A.P. #073-320-023 All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Lot 3, as shown on that certain Map entitled, "ROBINSON MILL RANCHES SUBDIVISION", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on April 22, 1983, in Book 91, of Maps, at Page(s) 21 thru 25. RESERVING THEREFROM, that portion lying within Restive Drive, as shown on said Map. AP #073-320-023-000 PARCEL II: A right of way for road and public utility purposes over Restive Drive, Provenza Drive, April Court and Angela Court, as shown on that certain Map entitled, "ROBINSON MILL RANCHES SUBDIVISIONS", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on April 22, 1983, in Book 91 of Maps, at Page(s) 21 thru 25. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I, described herein. IN 01/12/01 14:54 BIDWELL TITLE CUSTOMER SERVICE 4 5305330125 NO.732 P003 RECORDING REQUESTED BY MM VALLEY TTME & ESCROW CO. I % AND vi+lii]gN RECORM NAM TO: LINDA LEE KLEIN 543 COCKSPUR COURT WINDSOR, CA 95492 ORO -C A.P.N.: 073.320.023 1111101011111111111111111111 2000-00;a0S4 Recorded I M FEE 18. iciil Records I TAX 3g, 89.,Nm Above This Line for Resnrder'a Use Only Order No.: 1805043 -AM Escrow No.: 180SO4.3-MAN GRANT DEED Cindy Page 1 of 2 THE UNDEMIGNEA GRAN MR(s) DECLARE(a) THAT DOCUMEMARY TRANSFER TAX IS: COUN'T'Y $38.50 X ] computed on full value of pconveyed, or computed on full value legs �af Iteas or encumbrances remaining at time of We, ] unincorporated area: ( ] City of _, cad FOR A VALUABLE CONSIDERATION, Receipt of which is hereby admowledged, PAUL M. SAIrTI'ON1 and DOLORES L. SANPONI, husband and wife hereby GRANT(S) to LINDA LEE KLEIN, an munarried woman the following described property in the tmineorporated area of the Cotmty of Butte State of California: LEGAL DESCRIPTION el01L: Iff DOLOR�ESL. • . I!lr err e.�..:, a: June 1. MW STATE OF CALTFORNM COUNTY OF E t;.t on June 2. 20 Michelle A. Miller, Notary Public perwwDy epparod Paul M. Sarltoni and Dolores L. Santoro pusoaally tmoato to me (or proved to me an &e beau of utbfimry evidence) to be the permn(s) whose mime(#) tt/are aubmuibed to the within imtrumcm end aekaawledW to me that hdatulthey exee W the am in hiellret/their set Odwd capfac40cs) and tbat by hia/hu/thea dgaunue(e) on me insnttmcot the person(a) or the enft upon behalf of which the persalts) aced, ex=W the ime m mm. Wt1'NF.S$ turd otTmiel cast_ Sigrratum This area for offuial aowW seal. MICHELLE A. MILLER CONW" /1178414 Mtr tPSI NWft OMCaA*, t:,ael mics Wy COMMinion to. APIL 3, 2002 Mail Tau Stateomts to: SAME AS ABOVE or Address Noted Below 01%12/01 14:54 BIDWELL TITLE CLSTOMER SERVICE 4 5305330125 NO.732 P004 ORDER NO. BU -1805043 DESCRIPTXOR THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL X. - LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILT, RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN HOOK 91 OF MAPS, AT PAGB(S) 21 THRU 25. RESERVING THEREFROM, THAT PORTION LYING WITHIN RESTIVE DRIVE, AS SHOWN ON SAID MAP. AP#: 073-320-023-000 PARCEL XIi A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RESTIVE DRIVE, PROVENZA DRIVE, APRIL COURT AND ANGELA COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTX OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGE(S) 21 THRU 25. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL 1, DESCRIBED HEREIN. 0 STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF FACTS This unit is a: Mobilehome Commerical Coach Floating Home Truck Camper Decal (License) No. (s) Trade Name Serial No. (s) I(Q1 a I/ We, the undersigned, hereby state that the unit described above: b -c Pis Inn - ®-7 af-) � ,gyp � Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above- described unit in California, of from issuance of a California certificate of title covering the same. I / We certify under pennaallty of perjury that the foregoing is true and correct. Executed on �� a a • W at: Oroville ,California (Date) (City) (State) Signature of each affiant Printed name of each affiant Address 1740 Feather River Blvd. City Oroville I HCD 476.6 (Rev 11/86) i ,r Michelle Freel, Office Manai , State California I RECO.ftDING REQUESTED BY: r AND WHEN RECORDED MAIL TO: NAME STREET ADDRESS CITY, STATE and ZIP SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED .HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A 'FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance -with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of. the unit' described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to. give constructive. notice as to its contents to all persons thereafter dealing with the-reol property. 1.—1 (1PCA m6 REAL PROPERTY OWNER/LESSOR SLAS Cocac..s QX -r MAILING ADDRESS n - ( ,,056r Sono mom. Ce,_995L-I92- CITY n COUNTY STATE ZIP INSTALLATION MAILING ADDRESS. IF DIFFERENT nrt mee sco k- 0-a' CITY COUNTY STATE ZIP .L^ n — _ h UNIT OWNER (If alw property owner, unite "SAME'] MAILING ADDRESS CITY COUNTY. STATE ZIP LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY MAILING ADDRESS CITY COUNTY STATE- ZIP BUILDING PERMIT NO. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE Q 1' l ALO 1YLQ S Yu DALER N E (If not o deoler sale, write "NONE'l DEALER -LICENSE NO. UNIT DESCRIPTION r Valgp 0 inn Mme_ L Jl�i l 1der� \ L-1 • o �DW 1 lQ 1- a• MANUFACTURER .NAME DATE OF MANUFACTURE _ MODEL NAME/NUMBER ' 01 Oqw - (- (�u3q P� 1 C5 yLi x DR' 1-CeAy�1q-15a�-�YZA �5 I SERIAL NUMBER(S) LENGTH X WIDTHlr� INSIGNIA/IASEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER �•/' ��C) ^r 0a3 Sino uA� r)ncn t ll K¢ti1rt�%TPS bal i f)tSlan �r t,J l't C -1 r Lo -d-, r'e_Czrrl ej� In -Ahe_ o�-Ace. D• Ahe, re_c mrdt - o-� i'ti2 CADft �.�Fz., o� �,-� o l�-�vYn;f rsn 43t-ot'\ 1 tea, 1 R� 3 /`,ENT OFM�G HCD FORM 433(A) Rev. 8/91 `+ \UNfIY DEV' Vs•H,TE—County Re:oader CANARY—HCD PINK—Apphcam GOLDENROD—B.ld,ng Dept. R Pagel of 9 Structural Calculations for Owner: Linda Klein 124 Restive Drive Oroville, CA 95966 Project: 24'x 26' Ranch Garage Project # TS -25279 P.O.# 25279 Invoice # 54768 Tuff Shed Store: #100 N. Highlands, CA 95660 Client: Tuff Shed Inc. 1777 S. Harrison Street Suite 600 Denver, Colorado 80210 Structural Engineer: Steven B. Brown & Assoc. 4885 Riverbend Road, Suite B Boulder, CO 80301 (303) 442-2009 Date: February. 24, 2004 22 4° 4'/�� ??,0FESS,, '� 1 t'�l.®ig e � L� CO Vin. LU No. C 58832 m '. CC m P. 06-311 p� a • .. l` c � ' Page 2 of 9 Linda Klein f� i Design Criteria Building Code: 1997 UBC, 2001 CBC Allowable Soil Bearing Pressure 1000 psf Loads: Seismic Zone 3 Roof Dead Load Wind 75 mph Exposure B Trusses/Rafter 2.5 psf Roof Dead Load 10 psf 1/2" Plywood 1.8 psf Roof Live Load 37 psf Asphalt Shingh 2.5 psf Loft Dead Load 0 psf Misc. 3.2 psf Loft Live Load 0 psf Total 10 psf Materials: Hem Fir #2 Fb 850 psi F„ 75 psi E 1.3x106 psi f Microllam LVL Fb 2600 psi F„ 285 psi E 1.9x106 psi LamHeader Fb 525 psi 700, 1000, 1100 F„ 140 psi E 0.9x106 psi LamHeader Fb 1000 psi 800, 1200, 1300, F„ 140 psi 2000 E 1.2x106 psi LamHeader Fb 1500 psi 900, 1400, 1500, F„ 190 psi 2100, 2200 E 1.9x106 psi Concrete f'c 2500 psi 1/2" A.B. Shear Capacity 1250 Ib 1/2" A.B. Tension Capacity 950 Ib 5/8" A.B. Shear Capacity 2750 Ib 5/8" A.B. Tension Capacity Y ; 1500 Ib . ,A 4 } z 5 Q. cr O O J LL z g a z O a z z O LL F---------------� I I I I I I i I I a I � oWm< � I I I i z 5 Q. cr O O J LL z g a z O a z z O LL F---------------� I I I I I I i I I a I � oWm< � I I I I I I I L ------- -------J a� z 5 Q. cr O O J LL z g a z O a z z O LL Steven B. Brown & Associai Consulting Engineers Project: A Linda Klein Subject: Headers Beam 1 16' Header 51/2 Loads: L/ 180 Roof - Ft„ Beam Span, L Roof Tributary Width IrN= Beam Span, L 327.75 285 Tributary Width w Other Load, w2 Uniform Load, w w= Max Moment 3.3 in3 Max Shear A,�,= #2 Hem Fir Cr 2x10 1.07 1 Fb.,, Cr hr, Fb' ,psi= 1075.3 850 1.1 h= 5.5 in OK F„ %psi = 86.25 75 E, psi= 1,300,000 OK t b= 3.0 in OK S,w= 35.7 in3 S= 42.8 in3 OK A,ey= 13.7 in A= 27.8 in' OK I,eq-- 108.1 in4 1= 197.9 in4 OK hreq= 8.5 in h= 9.3 in OK Use 2 '` 2x10 #2 HF 1 Beam 2 3' Header 51/2 Loads: L/ 180 Roof - Ft„ Beam Span, L Fe ,psi= Tributary Width IrN= Other Load, w2 327.75 285 Uniform Load, w w Max Moment Max Shear b= 3.5 in #2 Hem Fir 3.3 in3 2x8 IV A,�,= Fb.,, Cr Cr Fb' ,psi= 1173.0 850 1.2 1.07 F„ %psi = 86.25 75 hr, E, psi= 1,300,000 h= 5.5 in OK 1 b= 3.0 in S.11= 8.4 in3 S= 26.3 in3 OK A,= 17.6 in' A= 21.8 inZ OK 1,,= 5.5 in4 1= 95.3 in4 OK h 5.9 in 1 h= 7.3 in OK .I Use 2 2x8 #2 HF Project #: TS -25279 Designed by: SB Checked by. Dead Load 10 psf 51/2 Live Load 37 psf L/ 180 Total Load 47 psf Ft„ 16.25 ft Fe ,psi= 1.00 ft IrN= 50.00 plf 327.75 285 ib Width * TL+w2= 97.00 plf E, psi= M=w 1-2/ 8= 3201.76 ft -lb R=V --w L / 2= 788.13 Ib b= 3.5 in Microllam 3.3 in3 71/4 A,�,= I I Fb.,, Cr Fe ,psi= 3202.1 2600 1.07 F, ',psi = 327.75 285 hr, E, psi= 1,900,000 h= 5.5 in OK b= 3.5 in S, 12.0 in3 S= 30.7 ire OK A,- 3.6 in' A= 25.4 inZ OK I, 73.9 in4 1= 111.1 in4 OK hreq= 6.3 in h= 7.3 in OK Use 2 71/4 ML Each M.L. is 13/4" thick Truss bearing wall Dead Load 10 psf Live Load 37 psf Total Load 47 psf 3.25 ft 13.00 ft 10.00 plf =Trib Width * TL+w2= 621.00 plf M=w 1-2/ 8= 819.91 ft*Ib R=V -iv L / 2= 1009.13 Ib Each M.L. is 1 3/4" thick Page: 4 of 9 Date: 2/24/2004 Date: CE) 51/2 IV L/ 180 32.3 in3 Ft„ A.q-7 Fe ,psi= 2990.0 2600 IrN= F„ %psi = 327.75 285 1,,= E, psi= 1,900,000 b= 3.5 in 5,q= 3.3 in3 S= 17.6 in3 OK A,�,= 4.6 in' A= .19.3 int OK I,ey= 3.8 in4 1= 48.5 in4 OK hr, 2.4 in h= 5.5 in OK 5112 ML Use 2 Each M.L. is 1 3/4" thick Page: 4 of 9 Date: 2/24/2004 Date: CE) Defl. Limit 1.15 L/ 180 800 I W Fb.,, Cr Fb ,psi= 1190.3 900 1.15 F„ ',psi = 161 140 E, psi= 1,200,000 CD I Defl. Limit 11.151 LI 180 700 Fb.,, Cr Fb' ,psi= 603.8 525 1 F, ',psi = 161 140 E, psi= b= 3.5 in S,- 32.3 in3 S= 39.3 in3 OK A.q-7 7.3 in' A= 13.5 inl OK IrN= 117:1 in4 1= 176.6 in4 OK 1,,= 8.0 in4 h= 9 in 800 Series Use 1 CD I Defl. Limit 11.151 LI 180 700 Fb.,, Cr Fb' ,psi= 603.8 525 1 F, ',psi = 161 140 E, psi= 900,000 b= 3.5 in S,= 16.3 in3 S= 39.3 in3 OK A,- 9.4 in' A= 13.5 int OK 1,,= 8.0 in4 1= 176.6 in4, OK h= 9 in 700 Series Use 1 Steven B. Brown & Associates Consulting Engineers Project: a Linda Klein Project #: TS -25279 Page: 5 of 9 Subject: Designed by: SB Date: 2/24/2004 Checked by: Date: Anchor Bolts Assume walls take shear in proportion to their length. Reaction Rv is the same for each segment in a wall line. Anchor Bolt Diameter, in 5/8 ' Width I. v Width 1, ` Pwind � Pwind No Wall A Wall B ' � rn r rn Segment Lengths, ft i Segment Lengths, ft _ 24 4 4 Rv' Rh Rv Rv Rh Rv i Width= 24 ft Width= 4 ft Total, ft 24 Height= 8.1 ft Total, ft 8 Height= 8.1 ft Rh=Pseis/2= 1261 Ib Rh=Pseis/2= 631.0 Ib Rv-- 426 lb Rv-- 1278.0 lb Rv<1500 -,> 5/8" AB Rv<1500 -> 518" AB A.B. Interaction No Holdowns Required A.B. Interaction No Holdowns Required 1261 / 5 / 2750+426 / 1500= 0.38 <1 OK 631 / 2 / 2750+1278 / 1500= 0.97 <1 OK # of 5/8" A.B. = 1 # of 5/8" A.B. = 1 A.B. Spacing= Code Min of 6'0.C. A.B. Spacing= Code Min of 6' O.C. Width 1, -II� v Width 1, Pwind Pwind � Wall C Wall D s s Segment Lengths, ft z Segment Lengths, ft i 19 26 4 Rv Rh Rv Rv Rh Rv Width= 4 ft Width= 26 ft Total, ft 23 Height= 8.1 ft Total, ft 26 Height= 8.1 ft Rh=Pseis/2= 219.0 Ib Rh=Pseis/2= 1261.0 Ib Rv--443 Ib Rv- 393 Ib Rv<1500 -> 518" AB Rv<1500 -> 518" AB A.B. Interaction No Holdowns Required A.B. Interaction No Holdowns Required 219 / 2 / 2750+443 / 1500= 0.34 <1 OK 1261 / 6 / 2750+393 / 1500= 0.34 <1 OK # of 5/8" A.B. = 1 # of 5/8" A.B. = 1 A.B. Spacing= Code Min of 6' O.C. A.B. Spacing= Code Min of 6' O.C. Soil Bearing Pressure Footing Width, in= 12 Soil Bearing Pressure Under Footing=(Roof & Loft DL+LL) Width/2 + Wall Wt x Wall Ht + Footing Wt Soil Bearing Pressure Under Footing= 870 psf < 1000 psf Good 1. Steven B. Brown & Associates Wind Speed= 75 mph Exposure B Consulting Engineers 1.3 Cg r„f= 1.2 Ca = 0.62 Project: Linda Klein Project #: TS -25279 Page: 6 of 9 Subject: Lateral Analysis Designed by: SB Date: 2/24/2004 V Wall C, Plf = Checked by: Min Nailing Date: Wall Height, ft 8.1 Building Width, ft 24 Building Length, ft 26 Roof DL, psf 10 Wall DL, psf 10 Seismic Zone 3 Roof Pitch, in/ft 4 Roof Height Above Top of Wall, ft 4.00 Shortest Wall, ft= 4 UBC' 97 Base Shear Eq. 30-5 UBC' 97 Load Combinations 1612.3.1: E/1.4 V=(3.00a/R)W/1.4 P = 1.00 i Ca 0.36 For Seismic Zone 3 R= 5.50 W=RoofoL x Width x Length + 2 (Width+Length) Height/2 x Wali W— 17986 0 Ib UBC' 97 Wind Pressure Eq. 20-1 P=C.Cggs1. Wind Speed= 75 mph Exposure B Cg walls = 1.3 Cg r„f= 1.2 Ca = 0.62 Iw = 1 qs = 14.4 psf Pwalls = 11.63 psf Proof = 10.73 psf Minimum Wind Wall Shear (Wind Against Gable End) Seismic Wall Shear V=Pwa11s x Width x (Wall Ht/2+Roof Ht/2) V= 2522.7 Ib V= 1688.0 Ib Seismic Controls in Both Directions 400ft Pwind walrPwalls x Wall Ht/2 x Building Len/2 Pwind ..IF 612.1 Ib Pwind roof --Proof x 4/12.65 x Building Width/2 x Building Len/2 Pwind root= 529.4 lb 8.1 ft PtotaFPwind wall+Pwind roof Ptotal= 1141.4 Ib 4.0_0 12.665 -112 Wind Load Along Top of Long Wall,W= 87.8 plf 24 ft M roof diaphragm = 7,419 ft`lb V roof diaphragm = 47.6 Wit 8d@6" and 12" Field Using 15/32" Plywood Chord Stress= 58.9 psi < 525 psi OK hord Splice Nailing= 3 - 16d Nails Each Side of Splice Drag Strut Nailing= 5 " O.C. w/ 16d Minimum Shear Wall Nailing Requirements using Duratemp 8d @ 6" Edges and @ 12" Field — has 230 plf Capacity Gbl WII a e as Wall A Length, ft = 24 Duratemp with V wall n, pif = 47.6 Min Nailing 53 plf for seismic Bearing Walls Using Seismic Load Wall C Length, ft = 23 Duratemp with V Wall C, Plf = 54.8 Min Nailing Reference page 7. for side wall shear transfer via Wall B Length, ft = V wall a, Of = P wind roof P wind wall v Cl) for #2 Hem Fir 8 Duratemp with 142.7 Min Nailing 158 pff for seismic Wall D Length, ft = 26 Duratemp with V Wall D. Of = 48.5 Min Nailing and toe nails Steven B. Brown & Associates Consulting Engineers Project: Linda Klein Project #: TS -25279 Page: 7 of 9 Subject: i Designed by: SB Date: 2/24/2004 Checked by: Date: Wall Height, ft 8.1 Building Width, ft 24 Building Length, It 26 Roof DL, psf 10 Wall DL, psf 10 Floor DL, psf 10 Wind Uplift= (12/12.65*0.9*PW;d-0.9*Ro0f oJ*WidthB,,;a;,V/2*2 Wind Uplift= 3.89 Ib Ualift<365 Ib. Use H2.5 Ties Overturning 4.00 -� 1 Upwind 12.6 ; 12 4.00 ft ' P wind 8.1 It DL Want MOT =1.5 Mrs 24 ft R, R2 . WDL=(90%)(Roof+Walls+Floor) for 1/2 the Building WDL= 9261 Ib Pwind=P total (see Lateral calcs) Pwind= 1141 Ib Up wind=(vert component x Cq) P Area/2=12/12.65 x .9 P Width xLength/2 Up wind= 2858 Ib MOT ='P wind x Ht+ Up wind x Width/2 MDT= 43,546 frib Mres=WDL x Width/2 M 111,132 ft*Ib Mr,r/MoT= 2:55 OK 1.5 x MOT= 65,319 ft*Ib Side wall shear transfer via blocking and 8d toe nails Reference 2001 CBC, Section 2318.3 and Table '23 -III -C-2 3- 8d toe nails per block in 24" truss spacing Hem Fir 90 lb x.82 x 1.60x1.1= 130 Ib/nail 130x0.83=108 #/toe nail 108# x 3 nails = 324 lbs over 2' spacing = 161 plf > 150 plf maximum allowed Use 150 plf allowable shear at side.wall Compare to 49 plf calculated shear at Wall D = Okay CD= 1.6 Cdi=1.1 Ctn=.83 .82 in equation above is to adjust values to Hem -Fir Steven B. Brown & Associates Consulting Engineers Project: Linda Klein Project #: TS-25279 Page: 8 of 9 Subject: Lam Header Design tables Designed by: SB Date: 2/24/2004 Checked by- Date: ,r 2X4 LAMHEAD ER ALLOWABLE DESIGN PROPERTIES l (100% Load Duration) BEAM GRADE/ DEPTH FLANGE FLANGE WEB WEB AREA E I S SHEAR MOMENT WEIGHT MATERIAL WIDTH DEPTH DEPTH WIDTH (in) (in) (in) (in) (in) (int) (psi) (in°) (in3) (Ibs) (in-lbs) .(Ib/lin ft) 700 Stud WW 9 3.5 1.5 6 1.5 19.50 900,000 176.63 39.25 2,730 20,606 4.5 800 Sel Str WW 9 3.5 1.5 6 1.5 19.50 1,200,000 176.63 39.25 2,730 40,624 4.5 900 Sel Str DF 9 3.5 1.5 6 1.5 19.50 1,900,000 176.63 39.25 3,705 67,706 4.5 1000 Stud WW 12 3.5 1.5 9 1.5 24.00 900,000 382.50 63.75 3,360 33,469 5.5 1100 Stud WW 12 3.5 3 6 1.5 30.00 900,000 468.00 78.00 4,200 40,950 6.9 1200 Sel Str. WW 12 3.5 1.5 9 1.5 24.00 1,200,000 382.50 63.75 3,360 57,375 5.5 1300 Sel Str. WW 12 3.5 3 6 1.5 30.00 1,200,000 468.00 78.00 4,200 70,200 6.9 1400 Sel Str DF 12 3.5 1.5 9 1.5 24.00 1,900,000 382.50 63.75 4,560 95,625 5.5 1500 Sel Str DF 12 3.5 3 6 1.5 30.00 1,900,000 468.00 78.00 5,700 117,000 6.9 2000 Sel Str. WW 15 3.5 3 9 1.5 34.50 1,200,000 862.88 115.05 4,830 93,191 7.9 2100 Sel Str DF 15 3.5 3 9 1.5 34.50 1,900,000 862.88 115.05 6,555 155,318 7.9 2200 Sel Str. DF 15 3.5 4.5 6 1.5 40.50 1,900,000 948.38 126.45 7,695 170,708 9.3 2X4 LAMHEADER ALLOWABLE DESIGN PROPERTIES (115% Load Duration) BEAM GRADE/ DEPTH FLANGE FLANGE WEB WEB AREA E 1 S SHEAR MOMENT WEIGHT MATERIAL WIDTH DEPTH DEPTH WIDTH (in) (in) (in) (in) (in) (in') (psi) (in°) (in) (lbs) (in-lbs) (Ib/lin ft) 700 Stud WW 9 3.5 1.5 6 1.5 19.50 900,000 176.63 39.25 3,140 23,697 4.5 800 Sel Str WW 9 3.5 1.5 6 1.5 19.50 1,200,000 176.63 39.25 3,140 46,717 4.5 900 Sel Str DF, 9 3.5 1.5 6 1.5 19.50 1,900,000 176.63 39.25 4,261 77,862 4.5 1000 Stud WW 12 3.5 1.5 9 1.5 24.00 900,000 382.50 63.75 3,864 38,489 5.5 1100 Stud WW 12 3.5 3 6 1.5 30.00 900,000 468.00 78.00 4,830 47,093 6.9 1200 Sel Str. WW 12 3.5 1.5 9 1.5 24.00 1,200,000 382.50 63.75 3,864 65,981 5.5 1300 Sel Str. WW 12 3.5 3 6 1.5 30.00 1,200,000 468.00 78.00 4,830 80,730 6.9 1400 Sel Str DF 12 3.5 1.5 9 1.5 24.00 1,900,000 382.50 63.75 5,244 109,969 5.5 1500 Sel Str DF 12 3.5 3 6 1.5 30.00 1,900,000 468.00 78.00 6,555 134,550 6.9 2000 Sel Str. WW 15 3.5 3 9 1.5 34.50 1,200,000 862.88 115.05 5,555 107,169 7.9 2100 Sel Str DF, 15 3.5 3 9 1.5 34.50 1,900,000 862.88 115.05 7,538 178,615 7.9 2200 Sel Str. DF 15 3.5 4.5 6 1.5 40.50 1,900,000 948.38 126.45 8,849 196,314 9.3 a +7 Steven B. Brown & Associates Consulting Engineers Project: Linda Klein Project #: TS -25279. Page: 9 of 9 Subject: Duratemp Designed by: SB Date: 2/24/2004 - Checked by: Date: Duratemp Siding & CDX Shear Wall Nailing Schedule r Based on I.C.B.O. Report No.: ER -4856 and1998 CBC/1997 UBC Table 23 -II -1-1 Thickness, in Nail Nail Size, Spacing, d in `Allowable Shearon Hem Fir Studs, plf Allowable Shearon Doug Fir Studs, plf 1/2 8 6 230 260 1/2 8 4 353 380 1/2 8 3 451 490 1/2 8 2 599 640 1/2 10 6 279 310 1/2 10 4 418 460 112 10 3 545 600 1/2 10 2 713 770 Notes: 1) Values based on nailing through full thickness of Duratemp, 5/16 2) Values for Hem -Fir based on footnote 1 of UBC Table 23 -II -1-1 (Specific gravity = 0.43) 3) Use 16d common nails at bottom plate nailing into wood framing below. Spacing=(141 x 1.33 x 12) / (Actual Wall Shear), in inches 4) Duratemp shall be installed per I.C.B.O. Report No.: ER -4856 5) Duratemp shear panels shall be nailed with common nails at all edges as noted and nailed at 12" o.c. at intermediate framing members. 6) Nails shall be common or galvanized box nails. 7) In Seismic Zones 3 and 4, where calculated shear values exceed 350 plf, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member. EASEM NT or �� LEAGN FREE jo ( EASEMENTyCIR � 34 53 9/ZO • AREAFRoE AREA (p 3v � I. =101 0� p z. / \. v tip. 8�0 � LOT4 c �\ 5.009C.� =41 LEACH FREE ARE'AS06 t m �l 5.79 AC / N LEA C H FRE 01 rCy �,, N �� EA ori 501 AC. 0 Id ` E . 4 COR. SEG. ZO %I �.. VC, . P 4.S 284 , "' T j , 499.96' �_ 99. Z.3" 20 0 w ......, �� / :',':tom 0 Linda Klein 124 Restive Drive Oroville, CA 95966 AP# 073-320-023 • NOTE: N -See the attached M e i Addition of New Unattached beck 13'x 36' Re uire ments PcIges 1"890 L VdL.)ipmF- W CXURGS AS ALL S Mu O�LBf 'LEAR OV TSE AW S, -C _.SIDF- 7VEFjHAWIS 57 FT. FROMLI, ASO SEE ®ACK OF PROP ".RTY F T IOAD GE jVMP - , VFkOVI, 171-tp- F FEW t4T rl , Fif 'Tu or- STRUG \JF- OVis'"We- 'EA Rovso At 3— -3 - 0 73 c/ BUILDW DEPARTVW. APPROVED 40 Linda Klein Restive Drive Oroville, Ca 95966 AP# 073-320-023 New Manufactured Home on New Site; 28'x44' D & A Construction;1740 Feather River Blvd•: Oroville, Ca 95965 530-533-9399 CL# 457364 REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY ❑ approved as submitted X approved with conditions ripr attacher sh^et. 3"-.n aure Pate ALL STRUCTURES AND EQUIPMENT INCLUDING Z OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS, p A SET BACK OF 3O FT. FROM THE SIDE AND 3D FT. F �10ki THF- REAR PROPERTY LIMES AND F";-, _-rzGV, , THE ROAD CENTERLINE SHALL BE � CLE.*, A)'r- STRUCTUSES AND EQUIPMENT EXCEPT FOR A 2 FT. SAVE OVERHANG. -H Lina Klein Restive Drive Orovi l le, Ca 95966 HI's U/�-SLU-UL� New Manufactured Home on New Site; 28'x44' P fir A Construction;1740 Feather River Blvd.; Oro_ville, 01 95965 530-533-9399 CL -#457364 1 2X TREATED SOLE PLATE C TYPICAL ALL WALLS (U.N.O.) 24'-0" FOOTING DOUBLE TOP PLATE, INTERLOCK AT COR; A Q i I .LZJ7 I5 9C0„ y 431�a 1�7u �;ounn�e'� WALL FRAMING IS unoD 2X4 STUDS @ 16 a3A0aadV Oc N � 2 A3 ' 6- " i - I -0 z g'_ I mm ' 11 1 t ..,... mo 12'-0" f r FLOORPLAN ------� i\ i i `.w -� } 7-1 I 1 XEISW PIER A FOUNDATAW OUTLINE Or MORRIS COACH NOMOCOACH 1 BEAN 3' X 3' PLATE RSR "Woo"COM Of 11= AT"^ =3 2S AND.URA 1914 R1 MION• 1. DZ=N IA DS: 4 - 3/N MAX TUBE HEIGHT BOLTS 1' SHORT TUBE 14' LONG TUBE 2' DIA 4 3/fl' STA PIPE .. % � JIGtQTEN TS 10 O 3/16' PLATE TO ISO CLAMP n n n /\ �T 1. THE FOUNDATION MLAN 6D SHOWN ON THS Pii A PRECAST CONCRE'R FOUNDATION PAD. THE PLYW000 ROOF tSy�{.; WENDZONE LAN _ Not to S c a t e • , nocNDA'rlaN PAD MAY SE USED► AN ALtt1wA'R DOUBLE WIDE: MOBILE COACH N.N3v } 30 » �Sa��jjy�. e70 <, S� < tsK sph 4 Scale: 1 - 10 r- i3 t! ILP St IN AND icm,.!,'I Capp CORNER t4REAKAG NG 3. , ren S E .��'r'LQN FOR MORE THAN TRIPLE WIDE UNITS, SUBMIT '.t�T.... ...; .7V ...::i .; .. its I4 ::+v:. D..�.::: - ..........<; a 3000 PSI AT 28TED DAYS AS TESAND WANUFACTLAW BY STAR1177: WEIGHTCONCREM 91 INSTAI.I.A`ifON MANUAL !! b. rR1MMEDMIDOWENTAT10NWHRREMPO/SIIW.�3THAT THE LONG DI�ISIONOFTM'%ADU STANDARD PIER A FOOTING SPACING PER MOBILE HOME VANUFACTURER'S CONTICUMTi3N SHOWN 1S THE MINIMUM �3 INSTALLATION MANUAL NUMBER OF FADS REQUIRED. { u WHERE ?ILTI.m CONDITIONS RIQUIBI PAD ROTATION, NO MORE THAN HALT OF THE Fru.Ii IN A CONFIGURATION SHOWN IS THE MINIMUM CA � n � DOUBLE WIDE TYPICAL a TRAvnsz LIMi� CAN BS ROTATED So TRAT TUB LOM10 DiMSNSWN W TUE PADS ARE PARAL..RL TO NUMBER PADS REQUIRED. NOMOCOACH 1 BEAN 3' X 3' PLATE RSR "Woo"COM Of 11= AT"^ =3 2S AND.URA 1914 R1 MION• 1. DZ=N IA DS: 4 - 3/N MAX TUBE HEIGHT BOLTS 1' SHORT TUBE 14' LONG TUBE 2' DIA 4 3/fl' STA PIPE .. % � JIGtQTEN TS 10 O 3/16' PLATE TO ISO CLAMP IN -POUNDS Q TORQUE 2. THE DESIGN LOAM SHAT.'. 31 CON►i1S'!TM WITH ROOT' LW1 LOADr WIND LOADS MD USUC ZONR M II I! 1 11 3/4' THREADED 3/li' PLATE LEGS ESTAINLISH11 �P`�NUT OWMMA�lt�'ZALAt" i e>curcnw wa>wns I - Ron , T YP 13FF 4 3. THIS FOUNDATION 10 CONBURW TO CON>rtIT IM A FIlR1� M M' FOUNDATION • Y x + 4. AM OOnNM ARE'IY0 U SUM OKM XY!'AtK UNUTMTM UNDWTURM COHMVE U. FOQTIN(3R An a t 5/I6' PLATE DESIflNED K)R 10001 PSP TOTAL LOAD SO& PRBSBiM AND UWUL BR COMPAT SU WrM LOCAL SOIL i I 5/S• X 7 1/4' BOLT CONINLIONS. t ' WITH HARDENED WASH", 3. B1`R►JS.'IT.tRAl . STEEL:: � E I S M I C PIER Not t o Scale b, 114" 11 ONAIRRI TO ARTA` A3` "' avi A C SPECIFICATIONS. � .�.. ...�,. k $1LAL1. !R FABRICATED ACCOIU�tO'''s� ANC SPECLFLCATIONS. _." .... C.P. SEISMIC P I G R # 1 PATENT PEND 1q G SHALL,lllz WELDED Aa �►+t1, � 0! BCIL7cnTION:: !. ELEt:TRttDESX: : Ex AXTU A36 iii. ANCHOR IOL71: ASTM A307 NC�'E' GV. •OL.TS: $AE GR5-ASTM A449 -ASIA! A323 ® 18P IN -POUNDS IS EQUIVALENT _ - TO 15 FT -POUNDS V. THREADED ROM. COLD DRAWN LOW CARSION WELDABLE I A ALL &WTALCOIMPONIiMC/ V CL.UDDIG RAILS A 1CIM rM ARS TO B11 PROIZC" COATI L 6. THE PIER AND BMW BEAM SUPPORT ASSBMBLES SAALL BE COATED WCCH $HERMAN W1141AIM EAI -RC2 OR APPROVED ZQUiVAIIEM' AND SHALL 19 LISTED HND LABEL AD NY CERTIFIED TESITNO AND CONSULTING 2 - 3/8' x 1' BOLTS' SERVICES( FIELD DRILL HOLES C`.QPM1,THEF011� WINO, LOADS: �t OPTION OF R• t.ATERAU.: 17001Yc:!'AX IR 4 - #14 TEX STS COACH C 1R VERM,Al- INGOBIC MAX [ [ OR i BEAM © 7. THIS POUND#TION LSI L'OR PL.ACIIVO AIAMJ"ACTUr.SD !tlIL.D&iO$ CONSTRUCTED WITH I.ONOITUDINAL OR N 1/4'x?'x4' 3' x 3' CROSSlowrl. D PLATE ANGLE 3' 1IDE � S. THIS FO(?iDA l`lON PLAN M D1'!A;ONED TOIE CONSTRIICfED ON A FAIRLY IiV1L SCR W1T1i K0 E?Q$TLNG 1011. wmdIC PIERS I PROBLiMi. w SEIILEuiNC OCCURS Dili To Pont m on NO'R!. A IOUNDArA r !. IN AREAS WHERE D)MMIEN17AL SVMSU SNT (D.P.) CAN OCCUR, MANU"AC'CLIRED HOMES $HALL RE 4 jlQL S SEISMIC R"MUS1E^ WHEN D.S. V0=D1 U4; OltWUN fr wnL ADVB.`1BBLY A" Wr THE USE OF TIRE m _ PIER MANUFACILIRBD UOU I 10. THIS SYIT L'Af Iti ?! DA.1' CA>wLLr TO iwNI3A1tD HOLLOW MASONRY BLOi:is: ;'BIBS. or O ORI E 11. FOR RAO" LM LOADIN OF UP TO fi0 W. THIS FOU-NOATION SYSTEM MAY u USED WITH THE NUMBER OF C.P. MCOa H 1 o SEISMIC MU SHOW1N ON I`HZ PLAN. HOnV1R. ROOF LOADS =HER PIAN 30 PIF MAY REQUIRE THS USE SINGLE, WIDE TYPICAL TYPICAL BEAM OF ADOTLIONAL FrANI HARD FAD AM 111�UU1 FOAS PER In m,%NUrAC1t1RSR'$ INITALLATLON MANUM.' ;T 'a1�-rr---+j FO11"ATION PAID NOTES: . n VINTWAL IM I OA D LATSRAT.I = LOAD SS1S►tIC /\ �T 1. THE FOUNDATION MLAN 6D SHOWN ON THS Pii A PRECAST CONCRE'R FOUNDATION PAD. THE PLYW000 ROOF tSy�{.; WENDZONE LAN _ Not to S c a t e • , nocNDA'rlaN PAD MAY SE USED► AN ALtt1wA'R DOUBLE WIDE: MOBILE COACH N.N3v } 30 » �Sa��jjy�. e70 <, S� < tsK sph 4 Scale: 1 - 10 r- NATE N�T1 ILP St IN AND icm,.!,'I Capp CORNER t4REAKAG NG 3. , ren S E .��'r'LQN FOR MORE THAN TRIPLE WIDE UNITS, SUBMIT '.t�T.... ...; .7V ...::i .; .. its I4 ::+v:. D..�.::: - ..........<; IN -POUNDS Q TORQUE 2. THE DESIGN LOAM SHAT.'. 31 CON►i1S'!TM WITH ROOT' LW1 LOADr WIND LOADS MD USUC ZONR M II I! 1 11 3/4' THREADED 3/li' PLATE LEGS ESTAINLISH11 �P`�NUT OWMMA�lt�'ZALAt" i e>curcnw wa>wns I - Ron , T YP 13FF 4 3. THIS FOUNDATION 10 CONBURW TO CON>rtIT IM A FIlR1� M M' FOUNDATION • Y x + 4. AM OOnNM ARE'IY0 U SUM OKM XY!'AtK UNUTMTM UNDWTURM COHMVE U. FOQTIN(3R An a t 5/I6' PLATE DESIflNED K)R 10001 PSP TOTAL LOAD SO& PRBSBiM AND UWUL BR COMPAT SU WrM LOCAL SOIL i I 5/S• X 7 1/4' BOLT CONINLIONS. t ' WITH HARDENED WASH", 3. B1`R►JS.'IT.tRAl . STEEL:: � E I S M I C PIER Not t o Scale b, 114" 11 ONAIRRI TO ARTA` A3` "' avi A C SPECIFICATIONS. � .�.. ...�,. k $1LAL1. !R FABRICATED ACCOIU�tO'''s� ANC SPECLFLCATIONS. _." .... C.P. SEISMIC P I G R # 1 PATENT PEND 1q G SHALL,lllz WELDED Aa �►+t1, � 0! BCIL7cnTION:: !. ELEt:TRttDESX: : Ex AXTU A36 iii. ANCHOR IOL71: ASTM A307 NC�'E' GV. •OL.TS: $AE GR5-ASTM A449 -ASIA! A323 ® 18P IN -POUNDS IS EQUIVALENT _ - TO 15 FT -POUNDS V. THREADED ROM. COLD DRAWN LOW CARSION WELDABLE I A ALL &WTALCOIMPONIiMC/ V CL.UDDIG RAILS A 1CIM rM ARS TO B11 PROIZC" COATI L 6. THE PIER AND BMW BEAM SUPPORT ASSBMBLES SAALL BE COATED WCCH $HERMAN W1141AIM EAI -RC2 OR APPROVED ZQUiVAIIEM' AND SHALL 19 LISTED HND LABEL AD NY CERTIFIED TESITNO AND CONSULTING 2 - 3/8' x 1' BOLTS' SERVICES( FIELD DRILL HOLES C`.QPM1,THEF011� WINO, LOADS: �t OPTION OF R• t.ATERAU.: 17001Yc:!'AX IR 4 - #14 TEX STS COACH C 1R VERM,Al- INGOBIC MAX [ [ OR i BEAM © 7. THIS POUND#TION LSI L'OR PL.ACIIVO AIAMJ"ACTUr.SD !tlIL.D&iO$ CONSTRUCTED WITH I.ONOITUDINAL OR N 1/4'x?'x4' 3' x 3' CROSSlowrl. D PLATE ANGLE 3' 1IDE � S. THIS FO(?iDA l`lON PLAN M D1'!A;ONED TOIE CONSTRIICfED ON A FAIRLY IiV1L SCR W1T1i K0 E?Q$TLNG 1011. wmdIC PIERS I PROBLiMi. w SEIILEuiNC OCCURS Dili To Pont m on NO'R!. A IOUNDArA r !. IN AREAS WHERE D)MMIEN17AL SVMSU SNT (D.P.) CAN OCCUR, MANU"AC'CLIRED HOMES $HALL RE 4 jlQL S SEISMIC R"MUS1E^ WHEN D.S. V0=D1 U4; OltWUN fr wnL ADVB.`1BBLY A" Wr THE USE OF TIRE m _ PIER MANUFACILIRBD UOU I 10. THIS SYIT L'Af Iti ?! DA.1' CA>wLLr TO iwNI3A1tD HOLLOW MASONRY BLOi:is: ;'BIBS. or O ORI E 11. FOR RAO" LM LOADIN OF UP TO fi0 W. THIS FOU-NOATION SYSTEM MAY u USED WITH THE NUMBER OF C.P. MCOa H 1 o SEISMIC MU SHOW1N ON I`HZ PLAN. HOnV1R. ROOF LOADS =HER PIAN 30 PIF MAY REQUIRE THS USE SINGLE, WIDE TYPICAL TYPICAL BEAM OF ADOTLIONAL FrANI HARD FAD AM 111�UU1 FOAS PER In m,%NUrAC1t1RSR'$ INITALLATLON MANUM.' ;T 'a1�-rr---+j FO11"ATION PAID NOTES: . n CDNNEL, 1JUN3 /\ �T 1. THE FOUNDATION MLAN 6D SHOWN ON THS Pii A PRECAST CONCRE'R FOUNDATION PAD. THE PLYW000 JL -11 V LAN _ Not to S c a t e • , nocNDA'rlaN PAD MAY SE USED► AN ALtt1wA'R DOUBLE WIDE: MOBILE COACH --,,,,SINGLE WIDE MOBILE COACH r ,� �. _.. ,,.. _ __ �_ _ _ z• _ � rotr��AT,ct1•,�:1:A.L�r<.,A^�cc+�:�'r�:.�:^�*w^.t.,..�^•;,t. �, ._ �- Scale: I" - 10' Scale: 1 - 10 r- NATE N�T1 ILP St IN AND icm,.!,'I Capp CORNER t4REAKAG NG 3. , ren S E .��'r'LQN FOR MORE THAN TRIPLE WIDE UNITS, SUBMIT STANDARD PIrR A FOOTING SPACING PER MOBILE HONE MANUFACTURER'S �' a 3000 PSI AT 28TED DAYS AS TESAND WANUFACTLAW BY STAR1177: WEIGHTCONCREM L.AYQpT Tc THARP A ASSOC. FOR APPROVAL. INSTAI.I.A`ifON MANUAL b. rR1MMEDMIDOWENTAT10NWHRREMPO/SIIW.�3THAT THE LONG DI�ISIONOFTM'%ADU STANDARD PIER A FOOTING SPACING PER MOBILE HOME VANUFACTURER'S CONTICUMTi3N SHOWN 1S THE MINIMUM TO THE COACH BEAM (M SHOWN ON THE MSW}, INSTALLATION MANUAL NUMBER OF FADS REQUIRED. { WHERE ?ILTI.m CONDITIONS RIQUIBI PAD ROTATION, NO MORE THAN HALT OF THE Fru.Ii IN A CONFIGURATION SHOWN IS THE MINIMUM CA 1 Olt Sit• ., i V4• M B. -----�- a TRAvnsz LIMi� CAN BS ROTATED So TRAT TUB LOM10 DiMSNSWN W TUE PADS ARE PARAL..RL TO NUMBER PADS REQUIRED. 8' 2 4' TH1 COACH BOTA► "" • ELEVATION NOT TO SCALE ■ f 4. nir .r - ETUATID iRLYSNOOD POL ...;T►nN PAD _ 3i'4 INCH AP.M. 404 VCrZR= P•S.1.413 Cr_ PLAJOOZER NEIL - QA 3l7, rRr-10i t- 36 1 / 2 r'--� COACH SIZE. NOTES: SIM >t i 1/M MANGE 1. MA7QAi[IAI LBNa fli Or $1NQLB II/1DE COACIL - N P1ET. `3.5' 2. MAXIMUM L.ENM Or DOUBLE W= COACH - 70 MT. 4x4 -4x4 vv1 I . ,J 3. UNLESS APPROVED 11Y THARP R ASSOC., PLOOR M RIDGE HEIGHT NOT TO 1XCE1-PD: x a S PEST MR SwOI Z WIDE COACHES b. 10 FEET 1101190' DOUBLE WMI COACHES P R L C A S T CONCRETE S. 12 PUT PDX 24'. 20. A 211' DOUMA WIDE COACHES FOUNDATION PAD 4. FOR TRIPLE WDX COACHES. HES. FOLLOW MME PIACI BEMi' PATTERN' AS SHOWN ON THE DOU " WDK MOMA SCALE: 1' = 1.5' 3. FOR ANY COACH SIZE OTILt;L THAN AS SHOWN ON THIS PLA%I OR RB"IRINCED AWV1, THE PIER AND "�%D s LAYOUT SHALL LIE REVIEWED AND APPRIOVID BY DONALD M. TKA" fl: ANOCIA71M BEAM SIZE NOTESs • - 3/4' PLYWOOD SHEETS 1. SPACING SHOWN ON THIS PLAN ARE FOR COACHES WITH 10 INCH AND, :3 INCH BEAMS OR i INCH PACO SCREWED TOGETHER WITH CORRUGATED REAMS. 30'x32'x3/4' 12 NO x 1 1/2' FHWS PLYWOOD 2. ANY OTHER S INCH BEAM IS NOT TO CANTH"ER MORE THAN 6 FEET ON EACH END OF UNIT AND SPACING OF SEISMIC MRS CAN NOT BXCBSD 13.3 PUT. 6' HOLES FOR AiOMWIK7Mit KQJIIIi•+^rw is svwt w 1/2' x 2 1/2' C.B. 4UttN MIO SAFM COOL ii -Mm !w1 11'x32'x3/4' x x x 31llovE 18' 30' SIAJECT 1'O coMLC, om I401S! '` y PLYWOOD � - Opp a, m1' omwM 4M 4M1f1/r �w w"b" wa of "Was6b Sw a Mw•.M owAm bw ALTERNATIVE PLYWOOD �► ��_ ____.o.,,0 3 E0UNDA'TION P -AD SPA NO. •�' SCALE: 1' =1.5' '1114 Pkm As m mm L9%pk" RFMIVAL OF - STATY SUBMTTrAIS3 31!-W . r i M RrM� MIM► Mw SiiMKSMR• - -- I LEGEND: TBC — TOP BACK CURB DI — DROP INLET VLT — VAULT PGE — PACIFIC GAS is ELECTRIC PP — POWER POLE TP — TELEPHONE POLE JP — JOINT POLE SPHD — SPRINICM HEAD S — SPRINKLER HEAD SP BOX — SPRINKLER SYSTEM CONTROL BOX EG — EXISTING GROUND YD GR — YARD DRAIN GRATE FL — FLOW LINE Lir — LIP OF GUTTER PAN CONC. — CONCRETE PTT — PACIFIC BELL SD — STORM DRAIN HDR — HEADER BOARD WO — WHIT OAK ORN — ORNAMENTAL TREE/BUSH BLDG — BUILDING FEN — FENCE SSMH — SANITARY SEVER MANHOLE SDMH — STORM DRAIN MANHOLE BSR —'BACK OF SIDEWALK PAN — FLOIWLINE OF GUTTER PAN YL — YELLOW LINE EP — EDGE OF PAVEMENT EOP — EDGE OF PAVEMENT ST LT — STREET LIGHT HYD — HYDRANT BUILDING WALL LINE COND — CONDUITS BOOK 91, MAPS, PAGE21 PP — PONDEROSA PINE -- IC —INCENSE CEDAR EG — EXISTING GROUND ELEVATION i C \Land Projects ects\00078\dw \0 7 � � 00 8T w ❑i.d 10/18/ � ' H � FLA 2000 011319PM PM PDT LJ � 9 gw TOPOCTRAPT-Hr qT TT?17v Y FIELD BOOK IDATE--- • 5 i C \Land Projects ects\00078\dw \0 7 � � 00 8T w ❑i.d 10/18/ � ' H � FLA 2000 011319PM PM PDT LJ � 9 gw TOPOCTRAPT-Hr qT TT?17v Y FIELD BOOK IDATE---