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041-540-032
T— —'— ---� ` , � ' ' - � � 041-54-0-032 91-4381 4361 MYVALLI DO, OROVILLE BPEM 041-540-032 4383 Woodrose Dr, new sf 041-54-0-032 --93-1035 B BILLSON, RICHARD & KAffI OPEN & COVERED DECKSAF � 041-540-032 99-2805-, 'BILLSON, RICHARD�ILLSCIN, RICHARD.. 4383 WOODROSE, BurrE &ILEY CONTR: OWNER ADDITION & GARAGE CONVERSION -0471804 Cont: OWNEi� NEW PRI--DETGARAGE/ OP 10 Expires: 10 07 � / / / ' / _— _— — -- — — — .!;�o . 4" r O r l NOTES RESIDENTIAL °< PERMIT NO. 041-540-032 — - 04-1804 BILLSON, RICHARD 4383 WOODROSE DR, OROVILLE Cont: OWNER NEW PRI DET GARAGE/SHOP C- PERMIT RENEWAL BP # 04—/190q Date: 2, 2 3 0 (p BP Expires: /D/ 20 0 -7 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) �')6 _ Signature 6',( CHECKED BY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neUdds PERMIT NO. BP041804 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perl'ury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/20/2004 APN: 041-540032-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4383 WOODROSE DR BTV Date: Contractor: Map Index: Description: GAR/SHOP (2640) OWNER -BUILDER DECLARATION 1 Hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BILLSON RICHARD H & KARI J permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 4383 WOODROSE DR signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95965 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).): L( 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: BILLSON RICHARD H & KARI J Code: The Contractors' State License Law does not apply to an 4383 WOODROSE DR owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.): ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor' not apply to an owner of property who builds or improves thereon, . and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). ❑ lamExxe�m%pttlunnder Article 3 o the Busine a Professions Code Date: I��-� -f'�— Owner: A C License #: 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 Architect: LONG, KEITH is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code,. for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier: Total Square Ft: 2640 S. F. Policy #: Valuation: $63,360.00 Census Code: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 101W100 V Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. !� /,� 9 CONSTRUCTION LENDING AGENCY — - This per MI: is hereby issued under the applicable provisions. of the Butte County Code. ?nrvor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio k work indicated above for which fees have been pais. --_. /-�v _ (� Name: By: Date: c/ Address: PERMIT EXPI ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that 1 am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official fo document of Butte County. I hereby authorize representatives of/Butte enter upon the above mentioned property for inspection purposesUAI /County �to 6 %/ f� Print Name:. 1 t/ Signature: V� �tt1/�� ITjj tow)/b-4 Date: %1 , 1/ 0 Owner ❑ Contractor l$ Agent for Owner 0 Agent for Contractor J=OK 0 = Not OK . = NotReadya Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Water; MH Test 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Exits 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Utility Clearance. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Enclosure; Fencing -Alarms 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert.' 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UND FLOOR (Plans) OK except #'s I.yVning-Setbacks-Easementfood-Slope Ft ., Main; Soils-Elec. d. -/A-/" Ftg. Depth 1. g., Garage; Soils-Steel-Elec. Grnd.'/ /" Ftg. Depth VFjg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth to walls Main; Steel-Blockouts-Wrapped 6 tem IIs, Garage; Steel- Blockouts-Wra ed Downs and Special Anchors Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test ' 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 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. PMzing Area -Glass Protection -Skylights -Plastic Wr 50e6r Walls; Nailing -Bolts race Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date '. Z - Cr2 Card B- t.,7 ( Date Card B-1 Date Card -1 Date Card B-1 Date FIN tans) OK except #'s 94. 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 O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes O No/Planters 0 Yes 0 No Date jj/�� �, Card B-1 Date Card B-1 Date A.C. Unit Disconnect, Electrical -Plumbing B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 91. 21. Test Tub & Shower, Second Floor -Tub Access 92. 22. Gas Pipe; Sixe & Anchors 93. 23. Fire Sprinkler; Test 94. energy Compliance Certificate -Other Certificates Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 24. Fixture & Transformer Clearance -Ins. Protection Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors Comments at Final: 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 Cl Yes O 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 r 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 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 E 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. PMzing Area -Glass Protection -Skylights -Plastic Wr 50e6r Walls; Nailing -Bolts race Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date '. Z - Cr2 Card B- t.,7 ( Date Card B-1 Date Card -1 Date Card B-1 Date FIN tans) OK except #'s 94. 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 O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ; 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground r 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 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: BALANCE OF. FEES SHEET -2 DATE: PERMIT #: d 1 (� V 4 ASSESSOR PARCEL #: L OWNER'S NAME: 'A\ FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban El Medio North Chico Specific._ $ WATER TENDER FEES $ BATTALION # FEMA $ SMIP $ OTHER $ \ 1 RECEIPT NUMBER(S) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds 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 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 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).): tdplI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 o0the Busine§b)agd Professions Code ndmrr"l 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: a/, certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: © 0 Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BP041804 Issued Date: 10/20/2004 APN: 041-540-032-000 Site Address: 4383 WOODROSE DR BTV Map Index: Description: GAR/SHOP (2640) Owner: BILLSON RICHARD H & KARI J 4383 WOODROSE DR OROVILLE, CA 95965 Applicant: BILLSON RICHARD H & KARI J 4383 WOODROSE DR OROVILLE, CA 95965 Contractor: License #: Architect: LONG, KEITH Engineer: Total Square Ft: 2640 S.F. Valuation: $63,360.00 Census Code: 46� `t' i 9 �* l 5�,9 1 / U CONSTRUCTION LENDING AGENCY 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.) I n s pennn is naiouy Resolutio 1 work indicated above for which fees have been paid. C Date: I/ PERMIT EXPI ON: Address: -- ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification 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 fo document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Signature: Print Name: Date:— XAgent for Owner ❑ Agent for Contractor ❑Owner C3 Contractor N BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL, REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION ARCHITECT/ENGINEER OWNER Name Rjbhv--> City State Address , o Ci No Stat Zipj Phone Fax `� 06 Fax Or? E-mail Planner ARCHITECT/ENGINEER CONTRACTOR Name City State Address Phone Z— q Fax '377 ®g City No State Zip Phone Fax `� 06 Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name / _ 6- �6 Address /' _Z lG� S City State Zi�S 6 Phone Z— q Fax '377 ®g E -mai L.,4 •tQState License Number hAk I �S— �, For office use only: APPLICANT NAME _ Name 'K, Address SRA Ci No State Zip 9 Phone ,,;— Fax `� 06 E-mail Lot # For office use only: Zoning I SR 5 1 Flood Zone I X I SRA es No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAF RMS\BUILDING FORMS\BldoAoDlSubRamts.doc yB'3.91 3,3 g, t5q PERMIT NO. BP o4l Soo BIN # LOCATION Property Address Cross Street f Q WORKER'S COMPENSATION 7 Policy Number Carrier Nhiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address I. Description or Scope of W : Sq. FootageLj� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use). EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Paae 1 of 2 Received by: 1'11*1`- Receipt #: Date: L • z . 64 - Amount: t 202. 78 Bldg 152.478 SRA Sheriff 4.34 SMIP Other t� Total REV 4-30-04 a'r SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a;permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPERI . o 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GR,4PHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. , ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ' Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. o 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 430-04 0,�18oq Oq1-SqO- o� CHECKLIST FOR SHIPPING PLANS TO LP2A Thefollowingitems must be included when shipping plans to LP2A for plan check: Cover Sheet Copy of Site Plan Review Form with important items highlighted. (i.e. map conditions, site elevation if snow load area, fire sprinklers, flood zone, requirements for engineered foundations, etc.) (2) sets of plans with plot plans. (1 plot plan stamped and signed by CDF if in SRA Both sets of plans must be signed and stamped by the engineer or architect of record for /commercial construction or engineered structures.) V 2) sets of structural calculations. (Commercial or engineered structures) ( (2) sets of energy calculations. I✓ (2) sets of truss calculations. (Designed for appropriate snow load.) (2) wet stamped flood elevation certificates. (If within a flood hazard zone.) (2) copies of SRA requirements. (If in SRA) GL Copy of geotechnical report mcornmendations. (If a geotechnical report is referenced on the parcel map or subdivision map.) (2) copies of Residential/Comrnercial Construction Requirements. (Blue sheets) V__*"Residential/Commercial Plan Review Guide. Butte County Air Quality Management District Rule 207 Form. (If a fireplace or wood burning device is shown on the plans.) Code analysis.for commercial construction. (Must be included on the plans.) Permit history for commercial construction. (i.e. copy of file "jacket".) •' Enter date shipped to LP2A in "Access" • Place assembled plans and documents in shipping bags provided by LP2A • Prepare shipping label • Call LP2A for pickup . Sent by a&,�� Date sent: /! -r:-�n� ' -a + � .0 _ 711 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION 4 ARCHITECT/ENGINEER OWNER Name E GI btu Address���� City Ci State Stat Zip 44 - Phone Fax Fax ®G E-mail Lic. # 4 ARCHITECT/ENGINEER - CONTRACTOR Name E GI Address Phone - Fax City Occ. State Zip Phone Fax L Fax E-mail Date Approved: Lic. # Class 4 ARCHITECT/ENGINEER ame z 6` Address /' 6 (G� City -T _ State ZipK 7 Phone - Fax E -mai State Ucense Number LCt<I i� s i ZS'_ �I For office use only: APPLICANT NAME Name iG to ).�.�. � Address SRA No Occ. State Zipc -f S - Phone � - Fax L E-mail Planner For office use only: Zoning I SR 5 I Flood Zone K( I SRA No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP 041804 - BIN # LOCATION AP# 4((,,5-,q Property Address Cross Street 0 4 - WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name I� Address Description or Scope of W Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 1e 1- 14 - Receipt #: • 'fit Date: 1, • s _n . 04 - Amount: 12-02- 78 Bldg 152.418 SRA Sheriff 4.34 SMIP Other 1364.10 T._. K•\rr)PKAC\RI III M1111_ rinr. Pan,. 1 nf'? RF\/ d_.1n_nd COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT. APPLICATION DATA SHEET OWNER: T 1 -LL 5 a hl ASSESSOR PARCEL NUMBER Proposed Building Use: ¢ (o O S H O R (2, (opt 4) Counter Technician: 4 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t6 apply. �$ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and. signed calculations. .�y 4. Engineered truss details and layouts in duplicate. No faxes! .� 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings .) 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit...................................................................... 23. California Department of Forestr plan approval C�'paid. Sent by: ............. GO F (. 23 • fl �- 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: 25. Contact Land Development out _Improvements, _Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑. 30. Worker's Compensation Carrier and Policy Number........; �................................ ,gy 31. Owner -Builder Verification (Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 5--) ► • Ae!)ft 1 and hold for pickup. yE ✓its +ems Bt � � ; I have been informed of the above items and requirements for obtaining a building permit. 1 s &T- o c Pc a►cS `t 1 eV+ Applicant: Date: 1. Index i application for the abi) � e s numbered: Plan Check Le r 2. Additional items required Contractor, designer, owner, was advised okre above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by, ❑ phone, ❑ mail, ❑ counter, by to Plans reviewed by: Date: Plans approved by: a Structural reviewe Date: Structural approved by: a Note transfer by: Date: Yellow: Building Division MAM TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.M. 3E ONLY Plot Ron AttK'�_ Foos Waa Atsaslud sono to B.D. Owner Location AP# Plan Approved for: Sewage` Disposal----, Water Supply: Public Private Well Clearance for dwelling. Other Y� 4J6 Hold final for: Final clearance O.K. for: NOTE: JA) Z/d�;P, —1 1 �i 2-2 _ v Environmental Health Specialist Date 8/96 �P PR�ENT O TF �vr Io c ° \` c�UN1 A�eLIC WORDS Department C o u n t s Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN 1 ACREI Project Description: ki Project Location and/or Parcel Number: 1� 1 I IS -q f 3Z By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. - Signed: Title: Date: Z Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Department of Development Services Building Division 7 County Center Drive Oroville, 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: Garages and .Carports. Owner: 4 Mailing Address Site Address: Assessor's Parcel Number: q 1 , SLS e z 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 �S96s� GENERAL LNFOR�ML ATION: 1. Is there a primary dwelling on the property? Yes (rNo ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No (� 4.' Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or bff site, be associated with the use of this building? Yes ❑ No 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 f 8. 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 ❑ Nov CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? �j' - ' ' " Yes ❑ Nor 15. What type of floor covering Hill the building have? 16. What type of wall covering will the building have?�1�1,U 9 OVER 1 of 2 PROPOSED USE: (check only one bog) 1. ❑ Residential Storage Shed — I will be storing �Y-o in this building and it will not used for any other purpose (no bathroom and no heatink or cooling). 2. Lo 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 or kept" A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely 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 Q Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 Q Home Occupancy 2 ❑Other —Use = I. Desrnbe type of Wo&%hop &h- be approved by the Buse Cot -y ?I-vwg 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 speck 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. O«-ner's Name: Please Print �( Owner's Signature: Date: Z d 2of2 O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. SEI. I personally°plan to provide the jor labor and materials for construction of the proposed property improvement: YES NO ❑ *2. I HAVE 8' HAVE NOT ❑ signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction: NAM: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions -of this work, but I have hired the following person to coordinate, supervise, and provide the major work NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: —S9 . DATE: Z . NOTE: T h's Owner -Builder Venfu:ation is required by Section 19831 and 19532 of the California Health and Safety Code. ?Itis verufucation unust be completed and returned to our offtce before we are permitted to issue the perm& OVER OWNER BUILDER INFORMATION Dear Property Owner. OB. -I An appIicalion for a building permit has been submitted in your name listing yourself as the budder of property improvements specified. For your Proton, YOu should be aware that as "owner -builder" you are the responsible party ofrecord on mch a peh Building pemu#s are not requft ed b be signed by property owners unless they are personally performing thea own work. If your work is being performed by someone other than yo mseh; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contra tors are required by law to be licensed and bonded by the State of California aad to have a business license from the city or cou ly. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own wort; with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection; a If you employ or otherwise engage any persons other than your immediate family, and the work (mciuding materials and other costs) is 5300 or more for the entire project; and such persons are not licensed as contractors or subcontractors, then you may be an employer. b if you are an employer, you must register with time State and Federal Governments as an employer and you are subject to seveW obligations including state and federal income tax withholding, Moral social security taxes, wohd= compensation insurance, disability insurance costs, and unemployment compensation coons. ♦ There may be financial risks for You. if yon do nat cagy out these obligations, and these risks are with respect to wo>�rer's especially serious sensation insurance. ♦ For more specific hAmnation about your obligations under Federal Law, contract time Intemai Revenue Service (and, if you wish, time U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of industrial Ate. If the structU a is bf:ended for sale. Property owners who are not licensed cofactors are allowed to perform their work personally or through their own employees, without a licensed contracbar or subcontractor, only under limited conditions. A frequent practice of unlicensed Persons Professing to be contractors is to. secure an 'owner builder" building pew► exronwusly hoPbbg that the property owner is providing his or her own labor anal material ems uilding Permits required to be signed by property owners unless they are pig their own work omma y. hd=atkm about ca Hensed S�actors may be obtained by conizacti the Contractorss S eor at 1020 N ck moo, CA. 95814. tare License Board in your P "Owner Burldw Verification" on the reverse side of this fD= so that we can confirm that yon are aware Pleasof these matters. The bmidnzg permit will not be issued aril the verification is retummhed. NOT F-• T%it Owner-B"Wkr rnfom=ff0n is required by Section 1?830 ofSte Caflfbrnfa Health acrd Safety Code. I Butte County Department of Development Services �UTrF YVONNE CHRISTOPHER, DIRECTOR o 0 0 0 o 0 7 County Center Drive o o Oroville, CA 95965 0 0 O (530) 538-7601 Telephone CDU N'�y (530) 538-7785 Facsimile TO: LP2A ' LO FROM: Scott Rutherford (530) 538-7160 t� srutherford ftuttecounty.net SUBJECT: Plans Transmittal For Review Per Contract O 00 DATE: 6/28/2004 Applicant: Billson, Richard Permit 04-1804 Project Type: New Shop/Car Barn APN: 041-540=032 100% 70% Plan Check Fees $ ..,.'483.91 $ 338.74 $ 483.91 $ 338.74 LP2A Fee $ 338.74 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 1,013a� \�.5d\ 1 1 ° n• N O° 00' IO" w 702.25 N \ 690.13 _ a oIn In I \ W s OE 7Is I \\\\ \9 9V'"9 a � i Lu 0 PARCEL° 12 p .8.65 Ac. I ti O� WeQ� II PARCEL 11 • 5.88 Ac. x � 1 !� I � ��W 7 ZIAA�ILL W N44°4$ O6"W 30.15 LEGEND • =Found 314" Iron alae L. S. 2B 43 per 54 R. S. 75 and 76 •-Colculated point only O -Set 314"Nan aipa L.S.3346 leve "w 183.69s0 : R ,, 200.00 • asp 1139.47. VI a�\9. �/` 1-5°oo00 2 " /:,'S 6 . J• L-32 6 4 \\ �vo C� \9 .q4 UO \ :00\ O a'\as a � ��'• �: b e N 56.45'50 W \ 74.40 o • `m PARCEL 10 X,'" / 71--/3 A a RaoILL Locolian as No 5co1e * t + BASIS OF BEARING The Wes? line of Lot 10, :howl as N 0"00'IO"W on the Record of Surrey filed in Book 54 of Mope of Popes 75 and 76, Butte County Records. 5.67 Ac. � \06• f \ � llal N O° 00'10"W 1074.30 1178.21 � Aa NOTES This map reflects o ooundory line modflicotion approved by the Butte County Advisory Agency on July ll, 1983. Novalor wall may De loco ted wi lnln 100 /eel of Ile moele s wage dlsp—, oreoe an Parcels 10, It and 12. BOUNDARY LINE MODIFICATION BY PARCEL MAP FOR M. C. HORNING ET AL LOTS 10, ll, a 12 OF 54 R. S. 75 B 76 IN SECTIONS 26 9 35, T.21 N., R. 3E., M.D.B.&M. BUTTE COUNTY CALIFORNIA HAMBY SURVEYING INC. LICENSED LAND SURVEYORS P. O. BOX 1209 P.O. BOX M. M. PORTOL A. CALIF. PARADISE, CALIF. JULY 1983 SHEET 2 OF 2 Oct 20 04 10:39a Billson I 5303456106 w license # 671927 iDATE Ax mism- 4, �ilPA(7-S 14CUMING COVER MEET JIMP 4393 Woodwse Dmv, Bite Valley, CA 95%5 Tel 9 (530) 343-2293 Fax 4 (530) 345-6106 r4,�y a, c,� ;rr l '3'? -70 SITE PLAN REVIEW APPLICATION Date: q��6 O Ap# �%- r� ��% d �y 2 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Owners Name: 1S.111 Parcel Size: Owners Address: '� �� 3 1A,-&07Jz-eSe lJl-"y e, 6; (71- Telephone fTelephone No.:�f) - Situs Address: �^"L Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic, ❑ Well ❑ Agricultural Exe �tBuilding ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A PM Other: r4ew Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) M Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Plan St ped Approved By Date "6 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY . � Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: (j 5 -1 45-(- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=----------------------------------------------------------------------------------=-------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: - 1 6 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. [A CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front z Side `U Side Street Rear to Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. [A CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 �i Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Amount , Formula -------------------------------------------------------------------------------=- Subdivision Map Special Fees ❑ Water Tender ❑ Road linprovement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ,❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 V Subdivision Map/Parcel Map: 11, Map Date of Recording: 6 e . 191 Lot: T2 ❑ Use Permit/Minor Use Permit Permit Number: Book: q7 Page: l2' —� 3 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ - Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 4 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 'F1 F w e Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 NOTES RESIDENTIAL PERMIT NO. __- 041-540-032 99-2805 LSON, RICHARD — f D��V iLLE L 4383 NVOODIWSE, B CONTR: OWNER —0 ADDITION & GARAGE CONVERSION t 1 f f� r SPECIAL CONDITIONS CHECKED SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER _ i I t 1 JOB FINALED (Date) -� Signature k,"gz_.4 S rti 4 r f y i SPECIAL CONDITIONS CHECKED SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER _ i I t 1 JOB FINALED (Date) -� Signature k,"gz_.4 03/09!01 08:51 SACRAMENTO INSULATION 4 34561E6 110.818 D21 CERTIFICATION OF INSl LAtION AaORESS GR 1RACT . .. a9ACRAdRENTOV NSULATION CONTRA{7T®A6 ` lay L07 N ❑ P,O, BOX 854, ItiEST SACRAMENTO, OA 98'631 LIC. M2vdm 1309 /MELODY ROAD, MAF;YSVILLE, CA 95901 LIC. 92=s "� I ❑P,O. BOX 9931, FRESNO � c �V ✓ ld���,','L..^� a./ �� ��� i � CA 957x3.96.,1 UC. 020202C, P.O. BOX 1631, RENO, NV 88506 .iC, g1pg75 /� j ! ❑ 3326 A PONDEROSA WAY, LAS'VEGAS, NV 89118 LSC. 410675 DATE IMSULATIO,yCOM ETe SQUARE FEET) TYPE OF IN6ULATIONSCUARE FEET) SQUARL FEET) MATERIAL T'�PE OFINSULATION TYPE CF INSULATtbN FIBERGLAss MATEgiAI MATERIAL AOR ,. FIBERGLASS FIBERGLASS BATTS FORM F 11"I BATTs A BLQw ®aT�'s MiANU A U F 0 UCT ? 0. MAkUFAGT JRER11i Pn00'JGT 10. MA" UFACTu11ER'S PRODUCT I 0 AAANLJFACTUREFi '. i1iANtIFdCTU4iER . .. ' MANUFACTURHH OCF • SAGS OCF OCF 9 -VALUE AP.FIiEC . R = VALUE APPLIED WN. NVSTALLED, INSTALLED THICKNESS INSTALLED THICKNESS "a PER R 'VALUE=APIEISIS Lf F OT INSTALLED cl KNE WALLS IF A. -VALUE i3 OTH - THAN WALLS A80VE MA�EAIAL fDAM LV IMANVACTURER FIBERGLASSBATTS qq. .. Ii1C i•,�„ �n ems..... �..__ - � rt Lt Y V W R GRACE THIS TO RNDA T i LA AHO/Op SEALAedTi►�STALLEP IN CONFORMA CE WIT -APPLICABLE MATERIAL 6TAHOAAQ3 AND REGULATIONS, • 5i NA, J —I TqA R LE PATE 1 i MANAGER en J/ SIC -303 i BUILDER COPY !1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -2Rvz:� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact thin office immediately. A Date Inspector / Y REV 10,92 ✓ ME COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 Courity Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ER — -•- .....- ,..�r«�,t-.. a, .,. _.. . . ...res. - _ _ _ ; COUNTY OFiBUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION -NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If yoyave any questions pertaining to this matter, or need additional explanation, please contact is office immediately. 'r E Date 4� ' G� Inspector REV 10/92 r 44PA +cox ;='OK 0 = Not OK - = Not ApplicabLe = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except It's DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Electricity; location-Clearances-Grnd-/ /Amp -Concrete i 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Carports; Windows -Doors 7. Well Clearance 6 Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Dates Card B-1 Date Card B-1 Date `�, 'MOBILE HOME INSTALLATION (Plans) OK except #'s L 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 1. 5. Drain; MH Test -Fall -Flex Connector -� 6. Water; MH Test -Regulator -Connector N 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 ' MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N'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 6-1 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- Enclosure s-Panelboards-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 6-1' J = OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL = Date Uryderfloor (Plans) OK except #'s onin - tbacks-Easements-Flood-Slope tg., Main; Soils-Elec. Grnd.- /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth orches & Decks; Soils -Steel-/ /" Ftg. Depth S emwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6A—Hold Downs and Special Anchors ]/ ab, Steel -Wrapped Viers-FiFeplaca.FdaJ.$iael ,s J 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies (Single & Duplex) 15. Access & Ventilation 16. Insulation Date Card B-1 Date and B-1 Date Card B-1 Date Card B-1 Date UMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 14' Water Pipe; Test & Anchor -Nail Protection leD. W ., est Fittings & Anchor -Nail Protection Q s ower Pan; Test, First Floor -Tub Access 21. Test &Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Elec. Rec acles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled Installed Close to Edge of Studs & C.J. -714 Zoe 2 quip. Ground made up w/Mech Fasteners-BoftdrGe,&J.ZLataz_— Iftsin Kitchen & Conductor Size GFI Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AkOven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 3*!Se vice -Riser Conductors & Ground Main Disconnect 32. Eguip. Clearances Panels-Motors-Mech. Equip. 33. Cloth s Closet Light -Shower Light -Spa Light 3#—'Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA CAL (Permit) OK except #'s 35.%!�C ucts Insulation & Support ,15 Vent Fan, Exhaust above insulation orldensate Drain & Overflow, Size & Grade .18�Furn -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s 40. Sits roper Materials & Anchors 4 IIs Studs -Nailing Spacing & Braces -Plates -Sound 00 earing Walls over Girders & Floor Nailing 4,rO Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date _,-FRAMING (Continued) Ha Post Caps -Anchors -Connectors 4 Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fi. e place ue-Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm_. Windows or Exiting Doors -Sill Ht. & Dimensions Fire Protection Frami Rine Firewall & Coe 43fExt. Do -One 3' -Check Garage 3rd Story, 2 Exits 5, . ta' ; idth-Headroom-Rise-Run-Landing-Fire Protection lia!Ply_jped on Roof Overhang -Attic Vents -Rafter Outriggers 60"'Sidina-Nailing Veneer ush-Dnp d -Fd. Vents-Underflr. Access Glazin -Glass Protection -Skylights -Plastic ear Walls; Nailing -B 60. Bra In '' /Exterior a Is 1. Insulati - alls- eilings 62. Infiltrati - alls-Windows Date Card B-1 Date Card B-1 Date772e70(> Card B-1 Date Card B-1 e_ DateFINAL ( lans) OK except #'s LktT Ext Steps -Door & Sidelight Protection -Landings Smoke Detector 65_ F ace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection egroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 6 lec. Trim & Subpanel, Breaker Sizes & Labels 6 tairs & Rails 7^ r*!± a,.,, or Stove, Clearance -Hearth c-? -Elec. Outlets at Wood Panel, Int. & Ext. Ground -Air Gap -Cooking Clearance c. u e s ptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure uct in Garage -Damper un. urr, r-1-0-arance-Comb. Air Connector-P.R.V. i_a Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location (ZB!Elec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80. uard Rails & Deck Construction -Post Caps 1��& Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor C1 Yes 92. 0 owing Instld./Drive 0 Yes p No/Walks Q Yes J No/Planters ❑ Yes ] No 88 wn- inish Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Well Disconnect, Electrical, Plumbing Exterior El c. Trim, G.F.I. Receptacle -Underground ntilation Throughout House Glass Protection 90. Cor/ections from Previous Inspections 91. Gas ged, Gas -Electric r Connected -C/O to Grade -HD Approval / Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 A4Date Card B-1 D to d Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Com ents Final: - �•. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVIS ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 P RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-54-0-032 ZONING B ING PERMIT e OWNER T ZTTt293 SQ. FT. OCC. BUILDING OWNERS MAILING ADDRESS 840 R 15,800 pVALUATION (GARAGECONV CONNAME TELEPHONE 43,578 MING) CONTRACTORS MAILING ADDRESS 409 U 7,362 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 67.740 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 495.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 322-08 BUILDI14n�EtOODROSE, OROVILLE Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 8 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF J Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 00 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IN Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION, GARAGE, GARAGE CONVERSION Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 i nn Mobile'Home S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 600V OR LESS Main Service 2o0.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: V,J4— 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 •I, Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. 3 5050. Ft. 71 96 NON- ITS MULTI.OUTLET @7.50 APPARATUS .11N.. SINGLE 0.CIR. Ex. OCCU OUTLET OR FDCTURES 20 @ "00 BAL @ .50 Ex. Occup. OFD`uTElt°�" Rao°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ al QA 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 25.00 Hood 6.50 Ventilation PERMIT FEE $ 59.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit those visions. Date __ S• of Applicant - EL Owner 6 Contractor ❑ Agent 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 $ 46.00 oc CONVN ST. TYPE OTAL FEE $ 1,178.54 HAZ. IMP �. X FLOOD CD PARCEL X PD HD ISS This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat above for which fees have been paid. By Da 3 Z� PERMIT EXPIRES ON 3 ZZ �� ate Receipt No. 2i, /1,138.50//286063/40.04 WHITE-D.D.S..-B�ASTSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.75 PERMIT NC (Rev.IZ16) APPLICATION AND PERMIT -2�D ~9"'c�P"`"t'WO BUILDING PERMIT aroma a SO. FT. OCC. BUILDING VALUATION 9w1115011 W1A" ADOPIf=e _746- (�o.Y Cent! OONTMCTOe'f NAN[ T1SSIgNa _ O cow1NOT0111 MUM AOolws C n li oomMicim u mot LLNOeh tA&M AooKle ARCWMCT Olt ENO OW" A11CWMCT Oa V*M=l WALWO AOOI0 euLAM AVOKSO WT NO. I luemmm" Wm USEOFSTRUCTURE SF O Duplex O Mobilehome O Other eP�n/ TYPE OF WORK New O Addi m O Remodel O LWHes O Instalntion O Other O Describe Work: C•7 Fireplace 1 Total Valuation is Flirt Fee ' _ -2 C Permit Fee =_± S. SL Plan Checking Fee = 2 2 , D Energy Plan Checking Fee S i 1-71.10C) ELECTRICAL PERMIT [Filing Fee 20.00 Main Service PERMIT -FEE S PLUMBING PERMIT 40.00 Filing Fee 20 Each Trap R. IP 3.5 1. 7.00 Solar or heat pump water heater @7.50 23.00 Water piping 15.00 S. Each gas water hunter or vent o 1.00 &L .!O 15.00 Gee nininn ■uetan 1. S ti.Nnb 5.00 1 S nnif C' 1 00 Building sewer 15.00 ✓ ,00 Mobile Home IS I GI WT_ (920.00 PERMIT FEE i 1-71.10C) ELECTRICAL PERMIT [Filing Fee 20.00 Main Service x= ooa 23.00 Main Service 20" TO IN" 40.00 NEW caw . 011 AOONS. DWIMU 10 OOCUP. a AOC. 91 .02. R. IP 3.5 1. NOWe®IO. MULTI.Ountr @7.50 POWER WiAPAnA & Ex. Occup. ounrr Olt P1mx=m o 1.00 &L .!O Ex. Occup. fl)tE0 MR»' aA otrTLE'rs alo. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE I S C11. CIV I MECHANICAL PERMIT I Fling Fee 1 20.00 8.50 Ventilatlon I 1 1 7. vv PERMIT FEt: S Mobile Home Installation Fee $ Energy Inspection Fee S .00 occ co►aT. TYPE TOTA FEE $ NAL O. no INP P O I o0P PO 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 ReceiptNo. PERMIT EXPIRES ON WHITE•0.0.S.•13,p. SOR 1INK•INS11ECT0R GOLDENROO•APPLICANT Date ____ .- '•-,-. ,.-•^t �`•�.. . r . ,,f rt `.•..- •.t v , ..•rbc .. 1�`r+ '.. �:5�..,,.�}�sr,i••�;"r .Yfz:�'"k{••'•_d'IKFR:.•'.r...r r7�.�,-... � 's.c:.. .. .. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION,FORM (One form per Building) School District Oro t/ I lip. � Building Departm t No. A.P. Number VL41— 5 tV 'Q 3L Jurisdiction: City County Property Owner Property Location/Address N Subdivision ' Lot No ...............:/.-............................................ ................................ Residential Development No of Living Mobile Home Additio�C/ Supplemental to, Units Installation Conversion Permit $0 foundation inspect Sq. Footage / Q q / 9 f (Group R) Y ,� 'I'r"Comrrierci l/lndustrtal ,)sirSq F ota9e New'- ., Addition (Including Exterior Roofed Areas) /Z -2e -g9 Date 9 t wor clans reviewed oy Jcnool Ulstrlct Personnel) i 4 t • istrjct Idle/ratification No. School District certifies that rr �nn I _ (Applicant) (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing I CQ square feet. SchoorDistrict Representative Paid by Check # Remarks: / (State) C� (Zip Code) by payment of $ 3t I ! •� I AB 2926 $ FULL MITIGATIO E 4-W- /'—s Ve& 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 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) ''/+, _,,,_. - -1—t feeform.xls (10198)dmm P C—ECT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: A.P.A WORK DESCRIPTION: DATE N F STEP 2'►q-00 v 2 3 'coo Z 2q •oo 2-2c;•ao x•1.00 f C1�rvl o jP,v ai'i'!, moi 0 ./1 • A _ n LD n .. _ n— _ _ —_ 11 . DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEO US ONLY Owner: CQ��-1 �S�n Building Permit Number:. 7 4 (-Plans Examiner: V i%�� A P. Number: GENERAL: , 1. Zoning requirements — (number of permitted living units). 2:. Building permit valuation. 3. Plans signed by the designer. 4.. Proper description of work on the application. 5:. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. ;9) Setbacks, side yard, easements, etc. • , 3. Other buildings or structures. 14. Grading, fills and/or drainage. , 5. Flood hazard. 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). 7.. FAU & FAS road setback. �'8.. Building or utilities across lot lines (record form). FI 9OR PLAIN: ,r Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Bdilding Code section 106.3.3). �..�2' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �/2 Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). ,;ie Required room sizes and ceiling heights (Uniform Building Code section 310.6). .` 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). = 0 Garage firewall separation - rd�uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). Jrl- Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). 14 -Water closet clearances (Uniform Plumbing Code 408.5). .14' Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 DRAFT COPY RUCTURAL DETAELS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code seLtion 2320.11.3). l3! Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 'Floor construction details complete enough to construct. building. 7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. X Expansive soil — special foundation design required. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. 367 halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements.. Sound requirements. Energy design compliance and Supporting documentation. Flashing at all exterior openings. �""""� 16 CD responsible area requirements. Awt-t ? 79 4AAt) I — 7. Building Wood quirements: 17.1. 17.2.elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. ` � Page 2 of 2 • +s; v'"'i. '; aux.: , a ... r APN: 041-540-0310--Plancheck Comments Billson Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2. O.K. . 3. O.K. 4. O.K. 5. O.K. 6. O.K. 7. O.K. 8. O.K. 9. O.K. 10. O.K. FRANK M. GLAZEWSKI Architect 1907 Mangrove Avenue Suite E Chico, Calffomia 95926 530/343-4630 5301894-3422 fax February 3, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, California 95965 Attn: Martha Whitney Re: Bilson residence Permit No. 99-2805 The following is in response to your plan check letter dated January 24, 1999. Item 1 Refer to attached truss review letter. Item 2 Refer to general notes on sheet S-1. Specifically Glued -Laminated Beams and Laminated Veneer Lumber contains this information. Item 3 Please refer to pp. 11.1-11.2 of calculations and revisions to foundation plan. Item 4 Please refer to p. 19 of calculations. Wall shear is .219k/', allowable for box -nailed shearwall per NER-272 is .220k/'. Item 5 This is an altemate braced wall panel. A detail has been included (page one of plans) to illustrate installation. Item 6 Please refer to new note in garage on sheet 1 of drawings. Item 7 Please refer to p. 11.3 of calculations. Item 8 Please refer to additional information on sheet 3 of drawings. Also refer to stair section now included. Continued... i.. Pagel of 2 Item 9 Please refer to detail B on sheet 1 of drawings. Item 10 By inspection, uniform loading encountered is well below the allowable load for a single story footing. By definition, only a single story footing will be required, since the footing is only supporting a single floor and a roof, not two floors (slab). Page 2 of 2 questions, please feel free to contact this office. !i - Architect 'APN: 041-540-I10-- Plancheck Comments • . Billson Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check ' and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2.. O.K. 3. Foundation plan shows (4) 20"x20"x18" deep piers. These do not appear to be drawn to scale. Please clarify. Specify the type of post base to be used at these locations. If is the intent to set the post on the sill plate, provide calculations showing that the allowable compressive stress perpendicular to grain is not exceeded. 4 Adjust shear wall capacity found in the calculations to those found in the ICBO report NER-272 dated September 1, 1997 for the use of box nails. 5. It is unclear the intentions of the shear walls at the front of the garage. No supporting calculations can be found. It appears that they are to be "Alternate Braced Wall Panels" but also look like they are to be double -sided shear walls. Provide detail showing how the inside plywood is edge nailed to the 2x that the holdown is connected to. 6. O.K. 7. O.K. E:MGXX 9. O.K. 10. Provide analysis of existing 12" wide footings for application to a 2 -story structure. 0 February 2, 2000 FRANK M. GLAZEWSKI Architect 1907 Mangrove Avenue Suite E Chico, California 95926 53013434630 53018943422 fax Department of Development Services Building Division 7 County Center Drive Oroville, California 95965 Project: Contractor: Permit number: Richard Bilson 4383 Woodrose Drive Butte Valley, California 95965 Richard Bilson 99-2805 Truss manufacturer: Longfellow Lumber Attn: Martha Whitney Truss submittal certification letter n This letter is to certify that I have reviewed the truss calculations for the above-mentioned project, and find thembe in compliance with the plans and specifications; including, but not limited to, connections s loads, load path and bearing points, etc. If you h e y questions, please feel free to contact this office. Glazewski - Architect PLAN REVISION Please complete the following information in order to process your submittal. If this form -is not complete, correc and legible, it may cause a delay in processing. Owner's Name: j LCS— Received By: Date: A.P. #: `� -- � Z— Permit #: S ZJPUS'� 1 Time: ContactPhoneNumber: rurpose or submittal: O Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested -by Building Inspector or Correction Notice - Inspector's Name: 34-equested B Plan's q y an s Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings mast clearly show' rhnnaPc mmnncPri n.,a 1-4— W when Approved, Process as Follows: ❑ Mail to Owner at this address:.. ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the Revised Plan Check Fee: ❑ S46.00 Receipt #: Additional, fees may be due based upon co Additional Fees: Receipt #: ❑ Chico Office ❑ Oroville Office 1 ❑ Additional Fees Not Required plexity and time involved to process this submittal. APN: 041-540-0*- Plancheck Comments Billson Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2.- O.K. ' 3. Foundation plan shows (4) 20"x20"x18" deep piers. These do not appear to be drawn to scale. Please clarify. Specify the. type of post base to be used at these locations. If is the intent to set the post on the sill plate, provide calculations showing that the allowable compressive stress perpendicular to grain is not exceeded. 4. Adjust shear wall capacity found in the calculations to those found in the ICBO report NER-272 dated September 1, 1997 for the use of box nails. 5. It is unclear the intentions of the shear walls at the front of the garage. No supporting calculations can be found. It appears that they are to be "Alternate Braced Wall Panels" but also look like they are to be double -sided shear walls. Provide detail showing how the inside plywood is edge nailed to the 2x that the holdown is connected to. 6. O.K. 7. O.K. 8.- O.K. 9. O.K. 10. Provide analysis of existing 12" wide footings for application to a 2 -story structure. January 24, 1999 Richard Billson 4383 Woodrose Dr. Oroville, Ca. 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 041-540-032 Building Permit Number: 99-2805 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your plan check letter reqarding structural items. Please have your architect of record address the enclosed items. Two sets of your plans can be picked up in the Oroville office for corections and revisions. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincere , art tney Plans xaminer h • APN: 041-540-0300-- Plancheck Comments Billson Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). 2. Provide note stating that the glue -laminated and VSL fabrication shall be performed in an approved fabricator's shop in accordance with UBC 1701.7. Note should also indicate that a glue -laminated and VSL beam inspection certificates shall be submitted'to the field inspector prior to completion of the framing inspection in accordance with section 1704.6.2 of the 1997 UBC. 3. Foundation plan shows (4) 20"x20"x18" deep piers. These do not appear to be drawn to scale. Please clarify. Specify the type of post base to be used at these locations. If is the intent to set the post on the sill plate, provide calculations showing that the allowable compressive stress perpendicular to grain is not exceeded. 4. Adjust shear wall capacity found in the calculations to those found in the ICBO report NER-272 dated September 1, 1997 for the use of box nails. 5. It is unclear the intentions of the shear walls at the front of the garage. No supporting calculations can be found. It appears that they are to be "Alternate Braced Wall Panels" but also look like they are to be double -sided shear walls. Provide detail showing how the inside plywood is edge nailed to the 2x that the holdown is connected to. 6. Provide 1 -hour separation between garage and living area per section 504.6 of the 1997 UBC. 7. Provide calculations for garage door header. 8. Clearly show the wall framing below the stairs. Provide detail showing all stair components and connections of the stairs to the structure. 9. Revise plans to clearly label that the 5-1/8" x 12" GLB is to be three simple spans. Or provide calculations verifying that the 24F -V4 grade is sufficient to handle the negative bending seen oncontinuous span beam. Pro„3Tog "ide•detailwin the connection between the GLM beam and the 4x6 post. 10. Provide analysis of existing 12” wide footings for application to a 2=st6ry structure. • J��Z—A e'-' 10 -s'J",�) • .aid . w DEVBLOPMB A M NAG MENT C®nstrucdon Co. License f# 671927 4383 Woodrose Drive, Butte Valley, CA 95965 Tel # (530) 343-2293 Fax If (530j 345-6106 IFROM: ►� DATE: FFAx NLMSER: 3t� PAGES INCLUDING COVER- SHEET —7,! \K-46-", �.d dna : Fn nn FR qa..q December 28, 1999 Richard Billson 4383 Woodrose Dr. Oroville, Ca. 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 041-540-032 Building Permit Number: 99-2805 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Qe Enclosed is your school fee form. Pay any required fees at the school district office and return yellow copy to the building department. Fees have been revised to reflect correct square footage of both the garage conversion to living space and new square footage for both living area and garage. Garage conversion is 840 square feet, new living is 807 square feet and new garage is 409 square feet. Stairways are included in square footage calculations. Balance of fees is $40.04. nn Provide location of attic access directly on the floor plan. �-rtt/YJ �i7Gc( or meu r rovide location of Heating and cooling units. -frOUiCf2 indow sizes shown on the building plans are not the same window sizes in the energy calculations. Revise energy calcs for the correct window sizes. Provide manufacturer's sp cifications for AC unit with a SEER of 11. Plans have been sent out for structural review. I will contact you when this review has been received by this department. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney .� Plans Examiner V Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the . proposed property improvement: YES N NO[ I 2. I HAVEV ] HAVE NOT[ J signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide -the proposed construction: NAME: tG 47- 4 ADDRESS: LI3S3 OaVtWyz. • CITY: PHONE: _3y3 73 CONTRACTOR'S LICENSE NO. —� 4. I plan to provide portions of this work, but I have hired the following .person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following..per'sons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTY •, . SOCIAL SECURITY NUMBER: DATE: r. NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 O.B.- I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required law to be licensed and bonded by the State of California and to have a business license from the city r coun are also required by law to put their license number on all permits for which they apply. If you plan to do40�rgmorml%ionr wothe exception of various trades that you plan to subcontract, you should be aware of the foll your benefit and protection: 0 If you employ or othetse engage any rsons other than your immediate family, and the work (including materials and other costs) is $300 or re for the entire project, and such persons are not licensed as contractors or subcontractors, then you in be an employer. 0 If you are an employer, you Z regi th the State and Tederal Governments as an employer and you. are subject to several obligations inclu ' g to •and federal income tar, withholding, federal social security taxes, workers compensation in ility insurance costs, and unemployment compensation contributions. 0 There may be financial risks' for you if you do not carry out these obligations,' and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an ` ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION v 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE r� OWNER L/ (�—S A. P. #19q PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ............:... $ L�o .04 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 12. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) 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 : = $ Commercial (sq.ft.) . . #Units Amt. 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 DATE RECEIPT # DATE REC T 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) COUNTY OF BUTTE ods � ""� "'� •"'< +,r"` DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER a)Zi�T��iIIH�I�]L[e11b�� j 1. BUILDING PERMIT FEES -- Balance Due ................. $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ A. P. to —* 56_)—o 7� DATE RECEIPT # DATE REC -- Revised Plan Checking Fee ....... $ ' 2. SCHOOL DISTRICT FEES (paid at 0istrict6ffice) '�'.�, r,��,_ 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $1 ,, 4 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) I 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. ; F` APPLICANT "ii, j I DATE Z ,i 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). ,. rte, Original -Building Div. 2nd Copy ;.Applicant 3rd Copy - Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 �(Rev.12/96) 4APPLICATIONAND PERMIT _ PERMIT NC gSA 15- ASSMOAPAAM —' CJS b _Q 9 ING PERMIT ow»E� S (n10 SO. FT' C. DIN VALUATION I owras wuu►u 772 3 woo0ae( 1307` V�u� 00MMCiD11'1 � a C0Nn1ACI-- uwua ADMU com7nuCnON usoet C IDVEWf MMM ACOMS Fire lace „PA„TECTORZN004M LICENSE NO. — Total Valtiatl n i oo Frn Fee s 20.00 ARClfrECT OR QgNEERs ►MlJNO ADORESa Permit Fee aUlDrgADOflEti - � � q Plan Chec 3 1 iDQD�ts Energy Plan Checking eo LOTNp. suaamlo"NAW - rARcel rt PLUM PLUM G P F USEOFSTRUCTURE Each Tr Solar or um w 1 SF O Duplex 0 Moblehome- 0 Other Water 1 in srHCiY TYPE OF WORK Each as water to Gas Pi ing system 1 = 5 New 0 Addition 0 Remodel 0 Uti'hos 0 installation 0 Other 0 Building sewer Describe Work: Mobile Home S G PE ELECTRICAL —ER— MI Main Servic 00ON - . _ ........ _ -- ---•- -- of Main Servi a �� TO ,'Dr 0 4. Ex. Occup. Ex. Occup. Temporary S Mobile Home Tg Poe 0.00 7.00 23.00 15.00 i,5 — 15.00 15.00 L6— j— t,5.00 t'5-00 / <- 20.00 ee 20.0'0 00 .50 NNIMMnow . ■ IM -� —�MCW511111111111111111ice E IT FEE jAf = Mobile Home In ntion Fee Als rT ctio Fee $ ST. PE T A F d . FEES I C f P I MME This permit is hereby issued under 48 ajfplicle provisions i of the Butte County Code and/or oluti �to do work JJ' indicated above for which fees have been paid. By Dace . �e PERMIT EXPIRES ON 5 t .• .r �.s �. P �rw -V,w ,,U COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORN)A 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: �'`'�� �� ASSESSOR PARCEL� ER: -- Q 9-0 3 Proposed Building Use: ADD 177D � 4 CDA VBuilding Inspector: Date. - (�, _ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ I El 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! ❑ 6. Energy Design Compliance and supporting documentation. --------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- 09. ufactured Home data and installation instructions including Tie Down Specifications. --7 ----------=---- Feesof $ D 2- b ---=3------------------------------------------------------------------- z G v Impact fees as shown on the attached schedule. ----------------------- C*V 12. California Department of Forestry plan approval/fees. ----- - �_-� `-�- f- ------------------ ❑ Flood elevation certificate. --------------------------------------------- 4. 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. --- ❑ 17. Planning approval for (A) Use: • (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy).'= --------------------------- ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). -------------------- ❑22. Workers' Compensation carrier and policy number. -----------------------------------------7- 023. Owner-Builder -•❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------------------- ❑24. Letter of signature authorization. ----------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- E126. --------------------------------- ❑26. Letter of intent on building use. ------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ '030. Other: (Date) 'Wh you issue the neermit, ^process as follows ❑ Mail to owner, ❑ ai to contractor. "Telephone 3 .� — d cP l 3 and hold for pickup ato De 'v i inspector. Applica$ollution Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmen o they: Date: By: 1. Index permit application for the above items numbered: V Plan Check List 2. Additional items required: " Contractor, designer, owner, was advised of the above t� . gn required data by ❑phone, ❑mail, ❑Building Division 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, ❑ Building Division counter, by Date. Contractor, designer, own advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin visi n counter, by Date: Plans reviewed by: Date: Plans approved by: Date: A ' • O O Sets of plans o old in ❑ Plan Cabinet, ❑ A.P. folder:., Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance "�Zc.k I; v_))OJ 3 2 --- Owner Location AP# Plan Approved for: Sewage Dispos Water Supply: Public Private Wel` Clearance for dwelling. Other 1 C, " 1' T) Hold final for: Final clearance OX NOTE: for: Environmental Health Specialist Da e 9 6utte Count L A N D O F NATURAL WEALTH AND B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-2805 Expiration Date: 3-22-01 A.P.# 041-540-032 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: kx] Permit work started, but not completed. Permit may be renewed for '/� the original building permit fee (plus a $20.00 filing fee). 'The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] . A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. Ygyrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 STRUCTURAL - CALCULATIONS Structural calculations for: Richard and Kari Bilson Residence Butte County Job 99055 Date: 12-14-99 Note: ' Reference drawings prepared by others. No opinion is hereby expressed or implied regarding aspects of this structure not specifically noted herein. Frank M. Glazewski architect Structural designer 1907 Mangrove,Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 \V� �A- v .21410 Q' QF C Frank M. Glazewski architect Structural designer 1907 Mangrove,Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 Gravity loading Assembly Flat roof - built up Sloped roof - greater than 4:12 Typical floor Floor 2 DL LL Reducible LL? 0.014 0.020 y 0.014 0.016 y 0.010 0.050 y 0.000 0.000 v Soil data .Allowable bearing 1.500 ksf UBC Classification 4- N -� - Frank Glazewski-=-Architect - Datw--"--12/•2/99 - 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 General data - Job name Richard Bilson Job No. 99070 " Code used 1997 Uniform Building Code Jurisdiction Butte County Wind loading Basic wind speed 75 mph Exposure C Design method Normal force method Structure category Enclosed Seismic Seismic zone 3� Gravity loading Assembly Flat roof - built up Sloped roof - greater than 4:12 Typical floor Floor 2 DL LL Reducible LL? 0.014 0.020 y 0.014 0.016 y 0.010 0.050 y 0.000 0.000 v Soil data .Allowable bearing 1.500 ksf UBC Classification 4- N Page 1 3 Soil - Frank Glazewski - Architect --- yDate 1212/99 - - 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Soil data Job name Richard Bilson Soil classification: ®Reference table 18-1-A 1997 UBC' Soil weight: 0.,110 kcf Input data for user defined classification Allowable bearing pressure .000 ksf Max. allowable pressure –0.000 ksf Increase for depth ; 0.000 ksf/ft depth Increase for width ( 0.000 ksf/ft width Friction coeficient 0.000 Lateral bearing (passive) 10.000 ksf/ft. of depth below grade Increase for wind/seismic 1-1-3-30F] Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.500 ksf Max. allowable pressure 4.500 ksf Increase for depth 0.300ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic• 1.330 Resistance 0.000 ksf Page 1 x 1.336 177.980 x Rt-al2x14,rtKim '3 600. �1 574.y290r775$" 44 Lf, 0.970 12.510 Frani Glazewski�- Architect Date 12/2/99: 1907,Mang rove Avenue Suite.E' -- Chico; Calif6rnia"95926.- , 4x10 Tel (530)34374630 ` Design capacity,offraming members:: 412 Job name. ' Richard. Bilson _ -Load duration factor 1.25 Unless noted, 2x and 4x members are DF#2.6x members:are.DF#1 Member size ' Mcap Vcap I(6^4)' ' 2x4 „ , . 0.419 0.416 5.360 Nr 2"x6`yOEM&`s� a X26780£ 2x8 1.438) 0.86:1 47.640 .. . 2x10;', 214,5:; x 1j099 �.r 9,8930 ; ;. 3�125z1�Q5 p.� ,,:ti'1'��r; �1�4�355' � ����� �4�511�r �'� 2 12 2 884 _�;.�� _� •'��30147,0 ��: x 1.336 177.980 x Rt-al2x14,rtKim '3 600. �1 574.y290r775$" 44 0:978; 0.970 12.510 524z �48g530 4x8 3.633 2.009 111.150 4x10 � ..ai2...0840 412 7.403 3.118 415.280 6x6 3.900 2.143 76.260 6x88 6776 �: `2 825 °174_6,6'0 .o - 6x10 11.030 3.604 362.750 r. 604. 22.259. 5.163 1066.180 ; ;. 3�125z1�Q5 p.� ,,:ti'1'��r; �1�4�355' � ����� �4�511�r �'� _�;.�� _� •'��30147,0 ��: 3.125x12 18.750 5.156 450.000 3.125x15 28.580 6.445 878.910 x;1,169.827 3:125x18 40.329 " 7.735 1'518.750' 5:125,x10 5 . '' '2354`3 7,z 399.494,400.' 5.125x12 30.750 8.456 738.000 [5,'x -2 38413<. ; 9 514 . .`� 5.,12505 46.870 10.570 1441'.410 2490.750 -Frank Glazewski - Architect Date 1212/99 1907 Mangrove Avenue Suite" E Chico, California 95926, Tel (530) 3434630 Shearwall schedule Job name Richard Bilson Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6",12" o.c. 0.216 0.260 . 2 ' 3/8" cdx plywood with 8d nails at 4", •12" o.c. , 0.315 0.380 3 3/8" cdx plywood with 8d nails at 3" ,12" o.c. , 0.403 0.490 4 1/2" cdx plywood with 10d nails at 6",12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 0.197 0.240 9 5/8" T-1-11 plywood nailed with 8d nails at 3",12" o.c. 0.254 0.310 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Footnotes: 1 ' • Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate _ washers. Plywood joint and sill plate nailing shall be staggered in all cases. Frank M. Glazewski __ Architect , SOB SHEET NO. BY - DATE - T icc-l roof V-0• +ems olyK�� vwo i6 r -s -C 2 8c4� Z max, 5 favi i1 p}} - 1 7 MAXSPAN2 ---------------------------------------------- Fv Fc± Fc- E 12:28 AM Rev 9-28-93 " ""Wood joists - -------------------------- span capacity 12/ 3/99 ------------------------------------------------=----------------------- Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf Description >>Typical roof rafters Repetitive member factor Cr > 1.150 Adjusted values ------------LOADING DATA ----------- FV ------------GENERAL DATA ------------ Fc-, E Dead load > .014 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches= Total load > .030 ksf Repetitive (Y/N)?> Y feet Tributary load > .060 klf feet Total load deflection (L/240) Concentrated load> .000 kips' O;TL > .707 inches . Eq uniform load > .000 klf. > 15.219 --------------------------- CELL > .507 inches SECTION -PROPERTIES- '-------------: - -Member thickness LOAD > 1.500 inches Check uniform DL additive with .concentrated Member width - .load? > 7.250 inches loading Section modulus feet,: > 13.141 inA3 Area V uniform DL > 10.875 , inA2 kips Moment of inertia > 47.635 inA4 V cap of joist LUMBER DESIGN VALUES Base - values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 875 575 95 625 1300. 1600000 Size factor Cf > 1.200. (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc») Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft FV Fc± Fc-, E DFL NO2 1509 690 119 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 14.845 feet Shear > 28.698 feet Total load deflection (L/240) > 14.133 feet O;TL > .707 inches Live load deflection (L/360) > 15.219 feet CELL > .507 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with .concentrated .load? > . Max span as limited by concentrated loading > .000 feet,: Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips' V cap of joist > .861 kips <ok> °s of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.653 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inc he Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Frank M. Glazewski Architect JOB BY 3 S,mple SPanS �J&Q;7 (Gfz(.oilr) oto = 132-�-i, pi 3.122 - 3 W SSBM 6 11:19. AM ------------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 12/ 5/99 ------------------------------------------------------------------------ Description >> RB -1 --------------------------------- GENERAL -------------------------------- Span (L) > 16.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 • feet le > .000 feet Slenderness factor Cs > .000 Ck, > 22'.210 JN -------------------------- - - - - -- ACTIONS ---------------------- .------ -- Uniform dead load > .132 'kips/ft 51 0 TL,.: • Uniform live lead > .128. kips/ft 49 0 TL' Uniform.total load > .260 kips/ft End reactions ........................... DL > 1.056 kips LL > 1.024 kips TL > 2.080 kips Design loads ............................ Total load moment (M) > 8.320 ft -kips Total load shear (V) > 2.080 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc� E DFGL 24F -V4 2400 1150 165 650 1650' 18D0000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1..000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E DFGL 24F -V4 3000 1150 206 650 1650 1800000 --------------------------------BEAM DATA ---------------- width > 5.125 inches Member depth > .12.000 inches Required Actual Comment S (in'3) > 33.280 123.000 <ok> A (in"2) > 13.236 61.500 <ok> I (in^4) > 738.000 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .289 inches L/ 665 <OK> Live load deflection > .142 inches L/ 135, <OK> Dead load deflection > .147 inches Minimum camber (glu-lams) > .220 inches <1.5*DL deflection> Standard 2000'R camber > .192 inches -------- - ----------------- CHECK. MIN. BRG. AREA ------------------- Minimum area > 3.200 in2 Minimum length > .624 inches Assuming full width bearing Frank M. Glazewski Architect JOB BY H-� ,o SHEET NO. DATE' t /3- 4 3(,oto), i 5 psi' iZl: �z l -Spy . I v\Aaxi�- lM I%C�yI = 2;t�2�L lzS% JOB BY fzZ- 2.0y� WTc-- fir- 3,IZK Frank M. Glazewski Architect (f SHEET NO. DATE' y 3zx veVsU 1z� La�e��a � ��a�ys�s Frank Glazewski - Architect - Date 1212/99 1907 Mangrove Avenue Suite E . - Chico, California 95926 Tel (530) 343-4630, Wind design values - Uniform Building Code - Table 16-H Job name Richard Gilson Exposure C Importance factor 1.00 Basic wind speed 75.00 mph qs 14.50 psf Roof.pitch 5.00, in 12 22.62 degrees }' PRIMARY FRAMES AND SYSTEMS Direction WALLS Windward walls Leeward walls Total wall ROOF Wind perpendicular to ridge: Leeward or flat roof Windward roof: Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs Ht. ' <0'-15'> <20'>* <255 <305 <405 Ce 1.06 1.13 1.19 1.23 1.31 '<#33 .................... 0.0046 0.0046 0.0052 0.0054 0.0057 Inward .................... ................... .................... 0.0123 0.0131 0.0138 0.0143 0.0152 Inward i#1IE>0.0077 ------------------------------------------------------ 0.0082 0.0086 0.0089 0.0095 Outward Out/in 0.0200 ; ---------y---------i----------1---------J----------J 0.0213 ; 0.0224 ; 0.0232 ; 0.0247 <'0.0108 (?t7'<: .................... ................... 0.0115 0.0121 0.0125 0.0133 Outward .................... ................... 0.0138 0.0147 0.0155 0.0161 0.0171 Outward '<#33 .................... 0.0046 0.0046 0.0052 0.0054 0.0057 Inward 0.0246 ;0.0154 ;0.0161 0.0173 ;0.0178 ;0.0190 1---------i --------- 1---------- .................... 0.0108 0.0115 0.0121 0.0125 0.0133 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures (?t7'<: .................... ................... 0.0184 0.0197 0.0207 0.0214 0.0228 Inward Enclosed and unenclosed structures .................... ................... .................... .................... 0.0184 0.0197 0.0207 0.0214 0.0228 Outward Partially.enclosed structures (`:` 0.0246 0.0262 0.0276 , 0.0285. 0.0304 Outward .Parapet walls >'(?« 0.0200 ................... 0.0213 0.0224 0.0232 0.0247 Out/in R 0 0 F Enclosed and unenclosed structures: Slope < 712 ................... (3`: ........:........... 0.0200 0.0213 0.0224 0.0232 0.0247 Outward Slope 7:12 to 12:12 .................... ................... .................... '('>3 < 0.0200 0.0213 0.0224. 0.0232 0.0247 OuVin Slope >12:12 Use wall values Partially enclosed structures ................... Slope < 2:12 ................... .................... 1iT 0.0261 0.0279 0.0293 0.0303 0.0323 Outward Slope 2:12 to 7:12 fj': 0.0246 0,0262 0.0276 0.0285 0.0304 Outward Slope 2:12 to 7:12 „p p ; 0.0123 0.0131 0.0138 0.0143 0.0152 Inward Slope > 7:12 to 12:1274<> 0.0261 0.0279 0.0293 0.0303 0.0323 Out/in Slope >12:12 Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners <;1<£#:`» ..............:.... ................... .................... 0.0231 0.0246 0.0259 0.0268 0.0285 Outward ................... .................... EI':0.0184 0.0197 0.0207 0.0214 0.0228 Inward — Roof eaves, rakes or ridges without overhangs Slope < 2:12 €`'3Q>> 0.0354 0.0377 , 0.0397 0.0410 0.0437 Upward Slope 2:12 to 7:12 00400 0.0400 0.0426 0.0449. 0.0464 0.0494 Outward Slope > 7:12 to 12:12 `>s i3; ':< 0.0246 0.0262 0.0276 •0'0285 0.0304 ,.'Outward For slopes less than 2:12 Overhangs at roof eaves, rakes oL ridges, and canopies. — $E3 0.0430 0.0459 0.0483 0.0499 0.0532 Upward Frank Glazewski - Architect Date 12/2/99- 212/991907 1907Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 — Seismic factors -1997 UBC Job name IRichard Bilson LATERAL SYSTEM Seismic zone 3 Z 0.300 Importance factor Static lateral force procedure per UBC 1630 R .500 Numerical coefficient hn E23.000'feet Building frame system Wood framed and all other buildings i CT 0.000976 Cv 0,540 T = CT (h,,) 3/4 0.0103 sec, Per UBC 1630.2 V=(Cv*I)/(R*T) 9.58 (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*I•)/R * W = 0.164 W Where CA= The total design base shear shall not be less than the following: V=0.11*Ca*I W = 0.040 W Applying load combinations per UBC 1612; Divide seismic factor by 1.4, 0.164 /1.4 = 0.117 W As per UBC 1630, seismic factor may be further modified by Redundancy/reliability factor. a ' 4 1 1 r 1 , 1 I � 1 ----------------------------------------------- 1 1 L ---------------------------------------------------- G m Frank M. Glazewski; Architect' JOB BY, GK S2�Srni� Vs vuiv►d -For johyludlvlc,f axiS. se 9 w - -eb = 11-4 (I's a) : , I -coli SHEET NO. DATE' ln% 1A d- % "/Z�.O(S�i)'- . I i�C���1 > use wlP14 -Po,- JOB BY' N&V-11,1' Sam i Frank M. Glazewski; Architect - SHEET NO. DATE' LAI I I _ -- --- _ - -------------- V,) 2-+, $2.1-,5),0204 6,,zf(o(5q), W3 - 6/2+ 3,33) ,020 = ,Z 4 K� 0.219 Anchor bolts 0.820 0.219 Blockina/toD date Length of attachment v O Applicable? 3.743 feet O Applicable? 21.50 feet 0.219 kips/ft Connectors at rim ioist to mudsill/cripple wall top plate v 0.219 kips/ft 16d nails at 16 inches o.c. at SW 112" dia. good 19 _ Wall line,analysis 44 inches o.c. max. Connector IA35 • 0.450 kips/each Frank Glazewski - Architect Date 12/5/99 - 1907 Mangrove Avenue Suite E - Chico, California 95926' Tel (530) 343-4630, Shearwall summary -- — - - _- Description Bilson residence Level Lower Line P lateral 4.710 kips.."', Total wall length 21.500 feet Wall framing specie's J,bFL Shearwall v 021-9 kips/ft Ok! Shearwall Mark v cap Exterior '3/8" cdx plywood with 8d nails at 6", 12" o.c. I 1 0.260 kips/ft . Interior ! None l . 13 0.000 kips/ft. _ v allow 0.260 kips/ft If user-defined SW used; Description I v allow 0.000 kips/ft Sill nailing El Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.703 feet 0.219 Anchor bolts 0.820 0.219 Blockina/toD date Length of attachment v O Applicable? 3.743 feet O Applicable? 21.50 feet 0.219 kips/ft Connectors at rim ioist to mudsill/cripple wall top plate v 0.219 kips/ft 16d nails at 16 inches o.c. at SW 112" dia. good for 0.820 kips/each 112" dia. at 44 inches o.c. max. Connector IA35 • 0.450 kips/each Connectors 25 inches o.c. max. ❑ Applicable? _ A35 at 0 inches o.c. max. Page 1 Page 1 Line geometry Frank Glazewski - Architect Date- 12/5/99 1907 Mangrove Avenue Suite E - Chico, California 95926 Tel (530.) 343=4630 Shearwall summary - Line geometry Description Gilson residence Level L Lower Liner 2 V1 v1 V2. v2 V3 v3 V4 0 Segment Desc. Wall Opening F4.7170.13 Force .21.50 w 21.50 y 3.75 0 - 3.75 Y 2010 i2j Sib' o� 12.25 0 12.25- y 1.539 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 Total lengths 21.50 16.00 Maximum collector force 2.010 kips 16d nail good for 0.132 kips/each Splice 15 16d nails Page 1 Stability details Frank Glazewski - Architect Date 12/5%99 1907 Mangrove Avenue Suite E' -' Chico, California 959,26 Tel (530) 343-4630- Shearwall summary - Wall stability _ Description Nilson residence Level Lower Line 2.000 v '0.219 kips/ft Assembly dead loads: Design controlled by: Roofi 0:014 ksf .Wind Floor 0.01-1 ;ksf Dead load reduction factor: Wall 0.010 Iksf 0.667 i IShearwall Dead load trib. Lengths N Y ECO x 2E p o > Holdown �oO D O O I L moi. CL I 21.50 8.00 15.00 6.00 8.00 0.322 37.7 49.6 20.54 0.22 0.22 LTT20B/2-2x6 Page 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title..}.•. . . :1t . .r The -Billson Addition Date..01/04/00 •17:5.7:41 Project Address........ 4383 Woodrose Drive ******* oo Butte Valley *v5.00* 00 Documentation Author... Marty Runnells ******* Bu Permit Energy Calculation Services 7•2S• 1907 Mangrove Avenue, Suite E P _ec Date Chico, CA 95926 •530-894-3422 Field Check/ Date - Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-99193ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... 1679 sf Single Family -Detached Addition Alone Front Facing 180 deg ( �� 1 2 FFB SFO Raised Floor 15.2 a of floor are. 6U y1QQ 00. 73 Btu/hr-sf-F �V/����QCOu Q O/��71)1 a O BUILDING SHELL INSULATION N Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 Door. n/a R-0 R-n/a R-0 0.330 Roof n/a R-30 R-n/a R-30 0.031 Roof n/a R-19 R-n/a R-19 0.049 SlabEdge n/a R-0 R-n/a F2=0.760 SlabEdge n/a R-0 R-n/a F2=0.500 FENESTRATION FRONT, TO GARAGE LEFT, BACK, RIGHT TO GARAGE TO ATTIC VAULTED TO EXTERIOR TO GARAGE Over - Exterior hang/ Shading Fins Standard Yes Standard Area U- None Interior Orientation Standard (sf) Value SHGC Shading Window Front (S) #32.0 0.750 0.700 Standard Window Front (S) •24.0 0.750 0.700 Standard Window Front (S) •40.0 0.750 0.700 Standard Window Front (S) •12.5 0.650 0.730 Standard Window Left (W) 08.0 0.750 0.700 Standard Window Left (W) .6.0 0.750 0.700 Standard Window Back (N) •9.0 0.750 0.700 Standard Door Back (N) •18.0 0.550 0.650.Standard Window Back (N) •6.0 0.750 0.700 Standard Window Back (N) 912.0 0.750 0.700 Standard Window Back (N) •12.0 0.750 0.700 Standard Window Back (N) •12.0 0.750 0.700 Standard Window Back (N) •8.0 0.750 0.700 Standard Window Right (E) •24.0 0.750 0.700 Standard FRONT, TO GARAGE LEFT, BACK, RIGHT TO GARAGE TO ATTIC VAULTED TO EXTERIOR TO GARAGE Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard_ None Standard - None Standard Yes Standard Yes Standard Yes Standard Yes Standard- Yes - Standard None -,5t4dndard None St"dard)(j .i 40tandard- `` 1 None None tandard a None { _ �S` +� r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.. The Billson Addition Date. .01/04/00 17 -C;7 --dl MICROPAS5 v5.00 File-99193ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition Orientation Window Right (E) Window . ,Right. ( E ) Window Right (E) Equipment,Type Gas ACSplit FENESTRATION Area U- Duct Interior Exterior Over - hang/ (sf) Value SHGC Shading Shading Fins •12.0 0.750 0.7'00 Standard Standard Yes 10.00 SEER 01.750 0.700 Standard Standard :Yes .8.0 0.750' 0.700 'Standard Standard Yes HVAC•SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type Water Heater to meet minimum CEC Standards REMARKS Number Tank in Energy Size System Factor (gal) External Insulation R -value MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 _ MF -1R Project.Title........... The Billson Addition Date..01/04/00 17:57:41 P t Add 4 383 W d *** ro�ec ress........ %_J t-) rose Dri**** ve - Butte Valley *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date - Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-99193ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition Note: Lowrise residential buildings subject to the Standards must.contain'..these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by.more stringent compliance requirements listed on the Certificate of Compliance. When'this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, cert'ified'solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door' b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 _ MF -1R Project Title........... The Billson Addition Date..01/04/00 17:57-:41 MICROPAS5 v5.00 File-99193ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforc�-e- er ment 110-113: HVAC equipment,_ water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have— either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no, continuously burning pilot light (Exception: Non -electrical cooking appliances AIM withpilot < 150 Btu/hr) . ( ✓E 0 IN-) -, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R `:. Project Title..'. .......'The -Billson Addition'_ Date..01/04/00 17:57:41 MICROPAS5 v5.00 -File-99193ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333. User -Energy Calculation Servic Run -1679 sf Addition LIGHTING Design- Enforce- er ment 150(k)1: Luminaires for general lighting in ki't hens shall have lamps with an efficacy of 40 lumens/wa,tA.br greater for general lighting in kitchens. This gene�ral1'ighting shall be controlled by a switch -on a readily �Pilccessible lighting control panel at an entrance t6-•th7e41fttchen. 150(k)2: Rooms with a shower or bathtub must'e%:Mier have at least one luminaire'-with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requi'r'ement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ,Z OFPA `�, 'R� COMPUTER'METHOD SUMMARY Page 1 C -2R Project Title.,,.,. ..t:..... The Billson Addition Date..01/04/00 17:57:41 Project Address........ 4383 Woodrose Drive ******* - - Butte Valley *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-99193ADD Wth7CTZ11S92 Program -FORM C -2R. User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition MICROPAS5 ENERGY USE SUMMARY Dwell Cond- Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 18.77 18.40 0.37 Space Cooling.......... 16.29 15.76 0.53 Water Heating.......... 14.60 14.60 0.00 Total 49.66 48.76 0.90 *** Building complies with Computer.Performance *** Zone Type ADD I T I'ON Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume........ Slab -On -Grade Area.....-... Glazing Percentage......... Average Glazing U -value...-. Average'Glazing SHGC....... Average Ceiling Height..... 1679 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 1 2 ReducedYear Raised Floor _ 1 13933 cf 0 sf 15.2 0 of floor area 0.73 Btu/hr-sf-F 0.7 8.3 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned 1679 13933 1.00 Yes Thermostat Type Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0A;tkEanda>rd N_ o L' 7•PitY} v Le a a'. F COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Billson Addition Date..01/04/00 17:57:41. MICROPAS5 v5.00 -File-99193ADD Wth-CTZ11S92 Program -FORM C -2R.. User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition OPAQUE SURFACES Orientation ADDITION - 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Door 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window New Front Front Front Front Left Left Back Back Back Back Back Back Back Right Right Right Right FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC (S) 32.0 Area U- Insul Act Solar Form 3 Location/ - Surface (sf) value R-val Azm Tilt Gains Reference Comments ADDITION - New 12.5 0.650 0.730 180 90 (W) 1 Wall 261 0.065 191 180 90 Yes None FRONT 2 Wall 92 0.065 19 180 90 No _None 90 TO GARAGE 3 Door 20 0.330 0 180 90 -No None TO GARAGE 4 Wall 316 0.065 19 270 90 Yes None' LEFT 5 Wall 424 0.065 19 0 90 Yes None' BACK 6 Wall 294 0.065 19 90 90 Yes None RIGHT 7 Wall 156 0.065 19 90 90 No None, TO GARAGE 8 Roof 993 0.031 30 n/a 0 Yes None TO ATTIC 9 Roof 350 0.049 19 270 29 Yes None VAULTED 10 Roof 350 0.049 19 90 29 Yes None VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ADDITION - New 11 SlabEdge 82 0.760 R-0 No TO EXTERIOR 12 SlabEdge 36 0.500 R-0 No TO GARAGE Orientation ADDITION - 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Door 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window New Front Front Front Front Left Left Back Back Back Back Back Back Back Right Right Right Right FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC (S) 32.0 0.750 0.700 180 90 (S) 24.0 0.750 0.700 180 90 (S) 40.0 0.750 0.700 180 90 (S) 12.5 0.650 0.730 180 90 (W) 8.0 0.750 0.700 270 90 (W) 6.0 0.750 0.700 270 '90 (N) 9.0 0.750 0.700 0 90 (N) 18.0 0.550 0.650 0 90 MY 6.0 0.750 0.700 0 90 (N) 12.0 0.750 0.700 0 90 (N) 12.0 0.750 0.700 0 90 (N) 12.0 0.750 0.700 0 90 (N) 8.0 0.750 0.700 0 90 (E) 24.0 0.750 0.700 90 90 (E) 12.0 0.750 0.700 90 90 (E) 12.0 0.750 0.700 90 90 (E) 8.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 -Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0'.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 St-andard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 401 -FE CouNil I 't'JILM lG DEQ AM';�LN. ° a ; COMPUTER METHOD SUMMARY 1 Page 3 C -2R Project Title.......... The Billson Addition. Date...01/04/nn 17:C,7 -Al MICROPAS5 v5.00 File-99193ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition Surface - OVERHANGS AND SIDE FINS —Window— Overhang Left Fin Right Fin— Area Left Rght (sf) Wdth -Hgth Dpth Hght Ext Ext Ext, D th H ht E ADDITION - New in 1 Window 32.0 n/a •2 Window 24.0 n/a 5 Window 8.0 n/a 6 Window 6.0 n/a 7 Window 9.0_n/a 0 8 Door 18.0 n/a 9 Window 6.0 n/a 15 Window 12.0.n/a n/a 16 Window 12.0 n/a 17 Window 8.0 n/a System Type ADDITION Gas ACSplit Minimum Duct Efficiency Location 0.800 AFUE Attic 10.00 SEER Attic Duct. Tested Duct ACCA R -value Leakage Manual'D R-4.2 No No R-4.2 No No WATER HEATING SYSTEMS Tank Type Heater Type Distribution Tv pe Water Heater to meet minimum CEC Standards REMARKS Number Tank in Energy Size System Factor (gal) Dpth Hght 4 2 0 n/a n/a, n/a' n/a n/a n/a:;"n 4 2 0 n/a .. n/a ' n/a n/a n/a n/a', n/a"'n/a 2 2 0 n/a n/a' n/a' n/a n/a n/a n/a;,. n/a _ 2 2' 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.67 2 .33 n/a n/a n/a, n/a n/a n/a 'n/a ' h/a 3 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 2 0 n/a n/a n/a n/a n/a n/a. n/a n/a 2 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 2 0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 10.00 SEER Attic Duct. Tested Duct ACCA R -value Leakage Manual'D R-4.2 No No R-4.2 No No WATER HEATING SYSTEMS Tank Type Heater Type Distribution Tv pe Water Heater to meet minimum CEC Standards REMARKS Number Tank in Energy Size System Factor (gal) Duct Eff 0.767 0.669 External Insulation R -value �� C��tf, lw!,VG ��'1 r E.✓. — f N i �e]� r a HVAC'SIZING Page 1 HVAC Project.Title....... .... The Billson Addition Date..01/04/00 17:57:41 Project Address........ 4383 Woodrose Drive ******* - Butte Valley *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date - Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-99193ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1679 sf Addition GENERAL INFORMATION Floor -Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside -Design ...... Winter Inside Design....... Summer Outside -Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1679 sf 13933 cf Front Facing 180 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F• 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 10848 5019 Glazing Conduction ............... 8031 4483 Glazing Solar .................... n/a 4782 Infiltration ..................... 8811 2895 Internal Gain .................... n/a 2100 Ducts ............................ 2769 .1928 Sensible Load .................... 30459 21206 Latent Load ...................... n/a 4241 Minimum Total Load 30459 25447 Note: The loads shown are only one of the criteria affecting the -selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ,, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R prn-if-rt Title......:'... The Billson Addition Date:..01/04/00 17:57:41 MICROPAS5 v5.00 -File-99193ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333. User -Energy Calculation Servic Run -1679 sf Addition LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch,on a readily accessible lighting control panel at an entrance to --the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire-with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. w Design- Enforce- er ment STRUCTURAL CALCULATIONS r1Frank M. Glazewski architect Structural designer 907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 2 'Frank Glazewski - Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 General data Job name _ ...._.._............ - .._..._..................... .......... .._ 'Richard Bilson ----- - - -- -...........__..__....---- ............... ................... ; �---------_.._..............................._.--... Job No. 99070 -- --- �.........-----._..--- ---- ---� .Code used ........_.I____-----...---------._........._._........................--..._...... ' 1997 Uniform Building Code .... .............. .... ............... ........... ............ ....._.... _.:........_..............._._...._...._......-- _....._..__..-........------ -- ....._....--- ... .......................... ........... ...... -_............----........ ............. ..._.................. --............ ._..... ...... � Jurisdiction _.:....--._.._........._........ ..............._...._.._........._._......_.. Butte County — ---._._.._._-..._......... _._........... ._._.__..._.. . ......... -._.... ---.......i Wind loading Basic wind speed 75 jmph Exposure l Design method -C Normal force method Structure category ( Enclosed Seismic Seismic zone 3...__ Gravity loading -Assembly DL LL Reducible LL? Flat roof - built up i 0 014 _....__... ......._ .... _ ..................1_.... _ ................ 0.020 y ;Sloped roof greater .._.. .. _.._..._. than 4:12 0.014 0.016 ! y Typical floor 0.010 ;- _.._....__.._...._.I 0.050 - _y Floor 2 0 000 i 0.000 y Soil data 'Allowable bearing 1.500 ksf • UBC Classification • 4 Page 1 3 Soil Frank Glazewski - Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Soil data .....................__.................... .. ...... ....._......................._.................._......._.... Job name Richard Bilson ...... .......... Soil classification:4 I Reference table 18 -I -A 1997 UBC Soil weight:;011 kcf Input data for user defined classification Allowable bearing pressure 0.000 ksf Max. allowable pressure i 0.000 ksf Increase for depth 0.000 j ksf/ft depth Increase for width ' 0.00_0 ksf/ft width Friction coefficient 0.000 Lateral bearing (passive) j 0.000 Iksf/ft. of depth below grade Increase for wind/seismic 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design ' Allowable bearing pressure 1.500 ksf Max. allowable pressure 4.500 ksf Increase for depth ► 0.300 ksf/ft depth , Increase for width 0.300 ksf/ft width > Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 l.f a , Frank Glazewski - Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Design capacity of framing members Job nameRichard Bilson 1 Load duration factor 1.25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size ' Mcap Vcap I(in^4) 2x4 0.419 0.416 5.360 �. a Yn� � . y"r.,h, ..?�.� rci. m `,. "�'v�•h-,Ssc..� F } t t`F; i � .ls" 36 ''+,'r.L3�g 4�--m-,�'m' . 2x8 1.438 0.861 47.640 � n:)., R.+.r - �:�L.w�Svt ..>.,......�..,._.r "�*sJ'ka,. "t,G:.•;Y�.soo�r a•,,..:Fi.fiS�£,a:."�...:�'.."Iz;.g:."."..a..«.:1.�;c." o'S�S 2x12 •. 2.884 1.336 177.980 4x4' 0.978 0.970 12.510 48 3.633 2.009 111.150 412 7,403 3.118 415.280 • 4x1`4 z * "�'`& 9 335 � -�ti� ��� 3 6�71��'- '�� �678�470 6x6 3.900 2.143 76.260 6x10 11.030 3.604 362.750 ' 6x14 22.259' 5.163 1066.180 ,q yr{xx�,,x.rc+a.�s i�s'�•^�:t , a g,�"`xxi. v-�`"'�` ,fl„e5 yr-Rm' �.Y 3.125x12 18.750 5.156 450.000 3.125x15 28.580 6.445 y 878.910 3.125x18 40.329 7.735 1518.750 5.12502 30.750 8.456 738.000 5.125x15 46.870 10.570N 1441.410 5125x18 66.140 12.685 2490.750M 5 Frank Glazewski - Architect Date 12/2/99 " 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall schedule ..........__ ..........._...-..... .............. ............ ... ......_........ .v............_...._..__...,........_...................._.........._._...:........_......._................. R--- Job name ichard Bilson Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.216 0.260 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.380 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. 0.403 0.490 4 1/2" cdx plywood with 10d nails at 6", 12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. , 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. , 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6",'12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 0.197 0.240 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Footnotes: ' 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered _ in all cases. i a. Frank M. Glazewski Architect JOB BY SHEET NO. DATE R C. $ MAXSPAN2 ------------------------------------------------------------------------ 12:28 AM Rev 9-28793 Wood joists - ------------------------------------------------------------------------ span capacity 12/ 3/99 Description >>Typical roof rafters ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .014 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .030 ksf Repetitive (Y/N)?> Y Tributary load > .060 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf e ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 7.250 inches Section modulus > 13.141 in�3 Area > 10.875 in�2 Moment of inertia > 47.635 inA4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values . Species Grade Fb Ft Fv Fc± Fc � E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc») ' Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E DFL' NO2 1509 690 119 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 14.845 feet Shear > 28.698 feet Total load deflection (L/240) > 14.133 feet O;TL I > 1.707 inches Live load deflection (L/360) I > 15.219 feet CELL > .507 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .861 kips <ok> 0 of allowable > .000 • M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips - M cap of joist > 1.653 ft -kips <ok> o of allowable > .000 ---Deflection--- - Uniform DL deflection > .000 inches ' Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Frank M. Glazewski Architect JOB BY SHEET NO. DATE 4 GI SSBM 6 11:19 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 12/ 5/99 ------------------------------------------------'----------------------- Description >> RB -1 ----------------------------------GENERAL-------------------------------- Span (L) > 16.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported'(Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .132 kips/ft 51 °s TL Uniform live load > .128 kips/ft 49 i TL Uniform total load > .260 kips/ft End reactions ........................... DL > 1.056 kips LL > 1.024 kips TL > 2.080 kips ` Design loads....:... Total load moment (M) > 8.320 ft -kips Total load shear (V) > 2.080 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species* Grade Fb Ft Fv Fc± Fc- E DFGL 24F -V4 .2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted.values Species Grade Fb Ft Fv Fc± Fc- E DFGL 24F -V4 3000 1150 206 650 1650 1800000 • --------- = ---------------------- BEAM DATA ------------------------------- Member.width > 5.125 inches Member depth > 12.000 inches Required Actual Comment S (in'3) > 33.280 123.000 <ok> A (in2) > 13.236 61.500 <ok> I (in^4) > 738.000 ------------------------------ DEFLECTIONS ----------------- -------------- Total load deflection > .289 inches L/ 665 <OK> Live load deflection > .142 inches L/ 1351 <OK> Dead load deflection > '. .147 inches Minimum camber (glu-lams) >. .220 inches <1.5*DL deflection> Standard 20001R camber > .192 inches -------------------------- CHECK MIN. BRG. AREA-------------------------- .Minimum area > 3.200 in'2 Minimum length > .624 inches Assuming full width bearing Frank M. Glazewski Architect JOB BY' SHEET NO. DATE Lf Frank M. Glazewski Architect JOB BY SHEET NO. DATE JOB BY ' 1 Frank M. Glazewski Architect SHEET NO. DATE T2- �J4 l6�Z(.o5o) Cg�2kZ) ,030 + o�n) F •o tS r rs--2- K :-,)•s y �j,b(nK 2`(Ix(.Z�trj2 <II -7b Fog=H - i�il rn cox _ (, jq k v rn C . SHEET NO. DATE Frank M. Glazewski Architect 2 JOB � SHEET NO. BY _ _-___ ___ DATE Frank M. Glazewski Architect SOB SHEET NO. BY DATE Frank M. Glazewski (�- Architect JOB SHEET NO. BY DATE �3 PRIMARY FRAMES AND SYSTEMS WALLS Windward walls Leeward walls Total wall ROOF Wind perpendicular to ridge: Leeward or flat roof Windward roof: Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs Direction Ht. <0'-15'> <20'> <255 <30'> <40'> Ce 1.06 • 1.13 1.19 1.23 1.31 >'><' 0.0123 0.0131 0.0138 0.0143 0.0152 Inward 0.0077 0.0082 0.0086 0.0089 0.0095 Outward ------------------------------------------------------- 0.0200 ; 0.0213 i 0.0224 ; 0.0232 :,0.0247 EID0.0108 0.0115 0.0121 0.0125 0.0133 Outward .................... ................... Frank Glazewski - Architect Date 12/2/99 0.0147. 0.0155 1907 Mangrove Avenue Suite E 0.0171 Outward Chico, California 95926 : 0.0046 Tel(530)343-4630 Wind design values - Uniform Building Code - Table 16-H Job name Richard Bilson Exposure C Importance factor 1.00 Basic wind speed 75.00 mph qs 14.50 psf Roof pitch 5.00 in 12 22.62 degrees PRIMARY FRAMES AND SYSTEMS WALLS Windward walls Leeward walls Total wall ROOF Wind perpendicular to ridge: Leeward or flat roof Windward roof: Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs Direction Ht. <0'-15'> <20'> <255 <30'> <40'> Ce 1.06 • 1.13 1.19 1.23 1.31 >'><' 0.0123 0.0131 0.0138 0.0143 0.0152 Inward 0.0077 0.0082 0.0086 0.0089 0.0095 Outward ------------------------------------------------------- 0.0200 ; 0.0213 i 0.0224 ; 0.0232 :,0.0247 EID0.0108 0.0115 0.0121 0.0125 0.0133 Outward .................... ................... 0.0138 0.0147. 0.0155 0.0161 0.0171 Outward .................... ................... .................... .................... ................... : 0.0046 0.0046 0.0052 0.0054 0.0057 Inward 0.01540.0161 ;0.0173 --------------------- ;0.0178 ;0.0190 ...f0.0108 ----------- ---------y---------y---------------------� 0.0115 0.0121 0.0125 0.0133 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures >i<(`?[ :................... 0.0184 0.0197 0.0207 0.0214 0.0228 Inward Enclosed and unenclosed structures "> (' 0.0184 0.0197 0.0207 0.0214 0.0228 Outward Partially enclosed structures >€1#l<[`':< 0.0246 0.0262 0.0276 0.0285 0.0304 Outward Parapet walls `'><<<' 0.0200 0.0213 0.0224 0.0232 0.0247 Out/in ROOF.................. Enclosed and unenclosed structures: Slope <7:12 0.0200 0.0213 0.0224 0.0232 0.0247 Outward Slope 7:12 to 12:12 0.0200 0.0213 0.0224 0.0232 0.0247 Out/in Slope >12:12 Use wall values Partially enclosed structures Slope < 2:12 ................... .................... 0.0261 0.0279 0.0293 0.0303 0.0323 Outward Slope 2:12 to 7:12 Q 0.0246 0.0262 0.0276 0.0285 0.0304 Outward Slope 2:12 to 7:12 ij''4?>' 0.0123 0.0131 0.0138 0.0143 0.0152 Inward Slope > 7:12 to 12:12 ? 0.0261 0.0279 0.0293 0.0303 0.0323 Out/in Slope >12:12 Use wall values r i ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners .................... >`?1€2E3»< ......:............. 0.0231 0.0246 0.0259 0.0268 0.0285 Outward .................... 0.0184 0.0197 0.0207 0.0214 0.0228 Inward ' Roof eaves, rakes or ridges without overhangs Slope < 2:12 '23Q[ 0.0354 0.0377 0.0397 0.0410 0.0437 Upward Slope 2:12 to 7:12 260 0.0400 0.0426 0.0449 0.0464 0.0494 Outward Slope > 7:12 to 12:12 <`116"€ 0.0246 0.0262 0.0276 0.0285 0.0304 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or .................... ridges, and canopies. <;2$f7>'' 0.0430 1 0.0459 0.0483 0.0499 0.0532 Upward • i � r Frank Glazewski —Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Seismic factors-199TUBC Job name (Richard Bilson LATERAL SYSTEM Seismic zone 3 Z 0.300 Importance factor F 1.000 Static lateral force procedure per UBC 1630 R 5.500 _ Numerical coefficient hn ' 23.000 feet Building frame system Wood framed and all other buildings CT 0.000976 Cv 0.540 • T = CT (h.)314 0,0103 sec. Per UBC 1630.2 V=(Cv'I)/(R-T) 9.58 (30-4) The total design base shear need not exceed the following: V = (2.5 " Ca " I) / R * W = 0.164 W Where CA The total design base shear shall not be less than the following: V=0.11`Ca*I W = 0.040 W Applying load combinations per UBC 1612; Divide seismic factor by 1.4, 0.164 /1.4 = 0.117 W As per UBC 1630, seismic factor maybe further modified by Redundancy/reliability factor. r a I 1 s to v-r�, 3 . p EOJlidtln�p(tA ✓1)kil C G z Frank M. Glazewski Architect JOB BY SHEET NO. DATE Frank M. Glazewski Architect JOB BY SHEET NO. DATE a Wall line analysis Frank Glazewski - Architect Date 12/5/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary DescriptionBilson residence ,....... --- — —.........__..__..._....... .... ............... ..... _...__- ....... _ ._._._..................... .... - 1 ..................--------: Level Lower .... ... ..---- Line 2 — -i P lateral 4.710 kips 4 Total wall length' 21.500 ' feet Wall framing species DFL - -� Shearwall v 0.219 kips/ft Ok! Shearwall Mark v cap Exterior :3/8" cdx plywood with 8d nails at 6", 12" o.c. 1. 1 0.260 kips/ft Interior None• 13 0.000 kips/ft v allow 172 box If user -defined SW used; 2- o kj� y Description ' i v allow 0.000 .... kips/ft -, ' Sill nailing ❑ Applicable?, 16d sinker good for 0.154 kips/each 0.154 = 0.703 feet 0.219 16d nails at 16 inches o.c. at SW Anchor bolts 0 Applicable? 1/2" dia. good for 0.820 kips/each 0.820 = 3.743 feet 0.219 1/2" dia. at 44 inches o.c. max. Blocking/top plate 0Applicable? Connector 1 A3 ..........._..._..-- 0.450 kips/each - -- -- I Length of attachment21.50_ Meet v _.. 0.219 ..._. kips/ft " Connectors 25 inches o.c, max. Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.219 kips/ft A35 at0 inches o.c. max. D Line geometry ' Frank Glazewski - Architect Date 12/5/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 ' Shearwall summary - Line geometry _ ..............._...---.-................................................................................ ... _ ........ ...._ . Description Bilson residence • ....... ..... .... ... ............... ......_..; Level Lower ......'Line I..._?.._.__..__....._..� V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening ' ;4:71;' 0.13 "T i Force 21.50 w 21.50 y 3.75 0 . 3.75 y 2.010 --(2) cS�b or% 12.25 0 12.25 y 1.539 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 Total lengths 21.50 16.00 Maximum collector force 2.010 kips 16d nail good for 0.132 kips/each Splice 15 16d nails Page 1 4 Y vCD Length of = N CD CD _ C) shearwall (ft.) �' CD CD ;. Length of = N CD CD _ C) shearwall (ft.) �' CD CD ;. ): _ o o oo... C) Height M.) oT a - o o � m a CD -- - --- -. 1p C7 T CD Wall En a CD =37 CD M.) _. cn o W ' C- '—' rn C=) i� l RoofCD o i C:): r ty G) C N • �CD CD CD - Oo • i Fl Floor i. �. �. �., N i U) O O (a.) i ! o IID Ul CD l i . COD _ --- --- 1 - — M CD CD Cn W dl (kips/ft) S N f CD w O.T.M. ` M cu , i Cn v (ft -kips) Cr D.L.R.M. jM o Q CD N r -4CL i CL (ft -kips) !=3cfl --length i a o N between ties I a o (n 0 co CL o Tie force 0 Cr N (kips) l n Tie from l i above (kips) 1 i l P total N (kips) CD - r N O 1 N CL 0 i Ln 7 CO OHI -5H- o-032 -, 0 Ae . Tido sT�� AV6-1 , of 400 icrp OT - moi f . 0 /660'+0g -F'r' I r - iT" Sysrt-;m r4jo /100 -�� A -r-I> � 40 - boob 'so! I :p APPROVED Butte County Environmental Health C1 ate Sigmture Ln O s A C° �a-3). �Z-jt5 r !a ror' ��"�Tvio GiV/ f"7i i"t/Y� ellZv -McM P S CIE `I 400 icrp OT - moi f . 0 /660'+0g -F'r' I r - iT" Sysrt-;m r4jo /100 -�� A -r-I> � 40 - boob 'so! I :p APPROVED Butte County Environmental Health C1 ate Sigmture Ln O s A C° �a-3). �Z-jt5 r !a ror' ��"�Tvio GiV/ f"7i i"t/Y� STRUCTURAL CALCULATIONS l� Frank -M. Glazewski architect Structural designer 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 Frank -M. Glazewski architect Structural designer 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 u � ^ ' 2 � 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434830 General data Job name - '—�---'-'------........ ... .................. |-------'—'�---�------ |�cha�BUnon Job No. L99070 Code used ' ' . ` i1997Uniform BuUd�gCOde . _'--_-_-----_-_-_--�_-___ -------�------------------�-- .... ........ ............... _....... '........... ................. _................. __............. . Jurisdiction / 8u�8CO .����z-'-____-------_-_____� .������'___'_-__'_ | ........... __............... .......... ........... '_-.............. .... ........ ... ............. | . And loading, � Basic wind speed � 75 imph Exposure C ' Design mothodNOnna�m.e-ma� �S�uu�nuua�gory� -al i��-���------��| ` /snlos e d___________L�� ` ' Seismic � Seismic zone | � ' ' Gravity loading . Assembly DL LL Reducible LL? built_ '!Flat/uu/ �� ' 0.014 0.020 y .-- iSloped roof - greater than '_ Oo�r - ' -,-..... 0.010 ...... ....... - 0.050 y Floor ' ' ^ / O0OO ! ���-/___-��_'-Y_-] 0.000! | � Soil data � ^ Allowable bearing ' 1.500 ksf UBC Classification � 4 . ^ � . � ^ ' 2 i Soil 3 .F' Frank Glazewski - Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, Calif6rnia'95926 • Tel (530) 343-4630 Soil data ................... ... _..... ..._ ........... . Job name Richard Bilson ...... .... ............. _...... .... ....__.........._.............................__............................._..._..._..................-----.... _..................... Soil classification: 4(Reference table 18-1-A 1997 UBC Soil weight:.=0M' kcf >: Input data for user defined classification Allowable bearing pressure i 0.000 ksf Max. allowable pressure i 0.000 ksf Increase for depth 0.000 j ksf/ft depth Increase for width 0.00_0 I ksf/ft width Friction coefficient 10.000 Lateral bearing (passive) 0.000 jksf/ft. of depth below grade Increase for wind/seismic 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.500 ksf ' Max. allowable pressure 4.500 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 - Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 U( Frank Glazewski - Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Design capacity of framing members ------------ -----_-_:._.._......_.......................-.._....� - ........_..__....-- - ---.....-------: Job namerd Bilson Richa �:..--_�...._.._.. ..................... ... ,_........._....:.._-..._..._.............. ---...-......... .... _............... --- -- Load duration factor 125 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap Vcap I(in^4) 2x4 0.419 0.416 5.360 ,'$t....;;_x.ar.:.. .: � ,o '�'3z:s:c .�rmE_.c..:t, sla.� G.���,...,.,a7•_ ,.... 2x8 1.438 0.861 47.640 `is�3xi9YF.i'.r+,�aP �a::a:,,.ak.r c.::�:.+..f.....� .. F:�.3t:'u,.��.!`.a•a:...e.wn_31�s..^'�..:a�.. 2x12 2.884 1.336 177.980 . ,�� "+bys"�y" i�'3�-` Lc.•.» C�',-r'�i "-C �. ..x.Sezr -� � tin's' �a2x,1�4 44 0.978 0.970 12.510 48 _ 3.633 _ 2.009 111.150 412 7.403 3.118 415.280 6x6 3.900 2.143 76.260 . � -..nac .,� �5#�3'3iti'"SS:.3y Yes.....•... mai>,tm`...t.Annaisa,wt+nwr.,a,..:,u:.m.z•..u42. �. � 2'�a:w>ar,.m'ly 6x10 11.030 3.604 362.750 6x14 22.259 5.163 1066.180 • �3�„1�25z�1,�. 0`.5�,''��-;�:_�n1'4�355,�" -�� ��4 5c1�1'������'�� 301410 3.125x12 18.750 5.156 450.000 3.125x15 _28.580 6.445 878.910 3�125zk'16� 34 216 �'�.���!.0-.-'��.•�.�.6 8 0�:. 3.1.25x18 40.329 7.735 1518.750 5.125x12 30.750 8.456 738.000 4 �.. rr, u@s sa.:nE!.. .,i�.�ra».v. __...,k...»: N ,�xs��.ray.�'s�.ru`,c,...ac.o.:..._•..axR.....,�..•cd,'�..n:e.E•.:..,..-,?.o.,•,...�,,.• . ,�: Y�'._r. 5.125x15 46.870 10.570 1441.410 til af++tai�2:.7P:a. w...:1.; _........v........�w�•.:a�.....u_t;-,?I.,.....,..:s2,;:....,. ..uami..:...x.,..«Aaa,: .:a 5.125x18 66.140 12.685 2490.750 P� h Frank Glazewski - Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall schedule Job name ..Richard Bilson............. ......................_......................... __... _._.... ..... ...... -...._............. .............. ..... .... ....... .... ........................-............................. .............. ................_................ .... ........_..... - ....... .... .... i ........ .... ... ..... ... ...............-.....-I Mark Description HF DF 1 318" cdx plywood with 8d nails at 6", 12" o.c.' 0.216 0.260 2. 318" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.380 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. 0.403 0.490 4 1/2" cdx plywood with 10d nails at 6", 12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. , 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 518" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 0.197 0.240 9 5/8", T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 10 112" gypsum board nailed with 5d nails at 7" o.c. max. 11 518" gypsum board nailed with 6d nails at 7" o.c. max. Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does n6t exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. JOB, y BY ]Frank M. Glazewski Architect SHEET NO. DATE 7 MAXSPAN2 ------------------- 12:28 AM ---------------------------------------------------- Rev 9-28-93 Wood joists- -•----------------------------------------------------------------------- span capacity 12/ 3/99 Description >>Typical roof rafters » ------------LOADING DATA ----------- ------------GENERAL DATA ------------- Dead load > .014 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .030 ksf Repetitive (Y/N)?> Y Tributary load > ' .060 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > '.000 klf ---------------------------SECTION PROPERTIES --------------------------- member thickness > 1.500 inches Member width > 7.250 inches Section modulus > 13.141 in�3 Area > 10.875 in�2 Moment of inertia > 47.635 inA4 ---------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc») Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E DFL " NO2 1509 690 119 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 14.845 feet Shear > 28.698 feet Total load deflection (L/240) > 14.133 feet CETL > .707 inches Live load deflection (L/360) > 15.219 feet CELL > .507 inches --------------------------CONCENTRATED LOAD CHECK------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V.concentrated load > .000 kips V cap of joist > .861 kips <ok> . of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.653 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Frank M. Glazewski Architect JOB SHEET NO. BY DATE rd SSBM 6 11:19 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 12/ 5/99 ------------------------------------------------------------------------ ' Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) ' > 16.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- • Uniform dead load > .132 kips/ft 51 % TL Uniform live load, > .128 kips/ft 49 o TL Uniform total load > .260 kips/ft End reactions ........................... DL > 1.056 kips LL > 1.024 kips TL > 2.080 kips Design loads ............................ Total load moment (M) > 8:320 ft -kips Total load shear (V) > 2.080 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc- E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc � E DFGL 24F -V4 3000 1150 206 650 1650 1800000 --------------------"------------BEAM DATA -------------------------------- Member width > 5.125 inches Member depth > 12.000 inches Required Actual Comment S (in'3) > 33.280 123.000 <ok> `A (in -2) >''13.236 61.500 <ok> I (in -4) > 738.000 ------------------------------ DEFLECTIONS ------------------------------- Total load -deflection > .289 inches L/ 665 <OK> Live load deflection > .142 inches L/ 1351 <OK> Dead load deflection > .147 inches Minimum camber (glu-lams) > .220 inches <1.5*DL deflection> Standard 2000'R,camber > .192 inches --------------------------CHECK MIN. BRG. AREA -------------------------- �. Minimum area > 3.200 in -2 Minimum length >• ..624 inches Assuming full width bearing JOB BY Frank M. Glazewski 10 Architect SHEET NO. DATE Frank M. Glazewski Architect JOB BY •F �, Is•s� oy,'` I 3Z(17g VevSa law- �2, • r= 3,12- 2, • r2L= z.30`` . M. S,q�`K SHEET NO. DATE _ ' Frank M. Glazewski Architect JOB BY • FP, -3 t .5�5� l 1EE- � =- — - W-tL� = I6/Z( O50J 4- `9/2 +�Z) ,O.' O4 � C 0!D)-H.O t = G.GsF`� p� S,6(o� 2�`..SQ%CC2.�r 5Z <I��� z,J�✓ VPS/Sa.l � �- �2 i•"m�h.� ZI.S,S IK Fg-N I Z,o ` SHEET NO. C I' DATE __ 0 Frank M. Glazewski Architect JOB BY SHEET NO. �' 2 DATE Frank M. Glazewski Architect JOB BY SHEET NO.It -3 DATE JOB BY Frank M. Glazewski f �- Architect SHEET NO. DATE Frank Gl@Z8wSki-Architect 1907 Mangrove Avenue Suite E Chico, California 05926 Tel (530)343-4O3O Wind design values - Uniform Building Code - Table 16-H Job name chard Bilson Exposure C Importance facto Basic wind speed 75.00 mph qo 14.50 psf Roof pitch io12 22.02 . degrees PRIMARY FRAMES AND SYSTEMS ., " VVALLS Windward walls ' ' Loowe�w�� . Total wall . 'ROOF Wind perpendicular bridge: Leeward mflat roof . Windward roof: Slope 212toless than D:12 ^ Slope 212to less than 8:12 Roof total Wind parallel toridge and flat roofs Date 12/2/99 0.0123 0.0131 0.0138 0.0143 0.0152 Inward 0.0077 ' 0.0082 0.0086 0.0089 0.0095. Outward 0.0108 0.0115 0.0121 0.0125 0.0133 Outward _ ELEMENTS AND COMPONENTS (Not inareas ofdiscontinuity) 0.0138 0.0147 0.0155 0.0161 0.0171 Outward 0.0046 0.0046 0.0052 0.0054 0.0057 Inward All structures . 0.0184 0.0197 0.0207 0.0214 0.0228 0.0108 0.0115 0.0121 0.0125 0.0133 Outward _ ELEMENTS AND COMPONENTS (Not inareas ofdiscontinuity) WALL ELEMENTS , All structures . 0.0184 0.0197 0.0207 0.0214 0.0228 Inward ' Enclosed and unenclosed structures 0.0184 0.0197 0.0207 0.0214 0.0228 Outward Partially enclosed structures 0.0240 0.0262 0.0276 0.0285 0.0304 Outward Parapet walls 0.0200, 0.0213 0.0224 0.0232 0.0247 Out/in . RDOF Enclosed and unenclosed structures: Slope <7:12 0.0200 0.0213 0.0224 0.0232 0.0247 Outward ' ' Slope 7:12to12:12 0.0208 0.0213 0.0224 0.0232 0.0247 Out/in Slope >1212 Uoo wa|| va|ueo Partially enclosed structures Slope <212 0.0201 0.0278 0D203 0.0303 0.0323 Outward . Slope 2:12b712 ' 0.0240 0.0262 0.0276 0.0285 0.0304 Outward Slope 212b712 0.0123 0.0131 0.0138 0.01430.0152 Inward Slope `712to 12:12O�O201 0.0279 0.0283 0.0303 0.0323 Ov0o Slope >1l12 , Use wall vo|uoo . . . . . . . , ^ ~ / 1� ELEMENTS AND C O M P ,0 N E N T S (In areas of discontinuities) ' F Wall corners ><f#3 :................... 0.0231 0.0246 0.0259 0.0268 0.0285 Outward 0.0184 0.0197 0.0207 0.0214 0.0228 Inward Roof eaves, rakes or ridges without . overhangs Slope < 2:12 ................... .................... ?':>'>3Q 0.0354 0.0377 0.0397 0.0410 0.0437 Upward Slope 2:12 to 7:12 t3€ 0.0400 0.0426 0.0449 0.0464 0.0494 Outward Slope > 7:12 to 12:12 f':ti'' 0.0246 0.0262 0.0276 0.0285 0.0304 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or .................... ridges, and canopies. , ................... 2$0<'': 0.0430 0.0459 0.0483 0.0499 0.0532 Upward ' F r Frank Glazewski - Architect Date 12/2/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Seismic factors -1997 UBC Job name (Richard Bilson LATERAL, SYSTEM Seismic zone 3 Z 0.300 Importance factor F 1.000 Static lateral force procedure per UBC 1630 R 5.500 Numerical coefficient hn 23.000 feet Building frame system „ wood framed and all other buildings CT 0.000976 Cv 0.540 T = CT (hj"' 0.0103 sec. Per UBC 1630.2 V=(Cv*I)/(R*T) 9.58 (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*I)/R * W = 0.164 W Where CA= 0.360 The total design base shear shall not be less than the following: V=0.11 *Ca*I W = 0.040 W Applying load combinations per UBC 1612; Divide seismic factor by 1.4, 0.164 /1.4 = 0.117 W As per UBC 1630, seismic'factor may be further modified by Redundancy/reliability factor. V R • B G JOB BY Frank M. Glazewski Architect SHEET NO. DATE Frank M. Glazewski Architect JOB BY SHEET NO. DATE r(7 Connectors at rim foist to mudsilllcripple wall top plate v 0.219 kips/ft ❑ Applicable? A35 at 0 inches o.c. max. Page 1 f9 Wall line analysis Frank Glazewski - Architect Date 12/5/99 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary Description I Bilson residence Level Lower Line — 2 P lateral 4.710 kips Total wall length 21.500 feet Wall framing species I DFL- - - Shearwall v 0.219 kips/ft Ok! Shearwall Mark v cap Exterior , ' 3/8" cdx plywood with 8d nails at 6", 12" o.c.1 0.260 kips/ft Interior None ...... .......... _...... .... ....... .......................... -._..... ................... _.......... ._.......... • 13 0.000 kips/ft v allow 0. -- �—` 6"ipsJ# 2 If user -defined SW used; 2 a 1 �� J �, 7 �y Description v allow 0..000 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.703 feet' 0.219 16d nails at 16 inches o.c. at SW Anchor bolts 121 Applicable? 1/2" dia. good for 0.820 kips/each 0.820 , _ 3.743 feet 0.219 1/2" dia. at 44 inches o.c. max. Blocking/top plate 121 Applicable? Connector 1A35 - i 0.450 kips/each - - -) Length of attachment I 21.50 /feet v 0.219 kips/ft Connectors 25 inches o.c. max Connectors at rim foist to mudsilllcripple wall top plate v 0.219 kips/ft ❑ Applicable? A35 at 0 inches o.c. max. Page 1 D Line geometry Frank Glazewski - Architect Date 12/5/99 �i 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry - ............ ........_.........................._............... ....... ............. _........ ... ... .................... _........... ..... Description ±Bilson residence! ............... ._...__.....__.._..................... . ........ ............. ... Level Lower I Line ..,_2__...._............ V1 v1 V2 v2 V3 v3 V4 v4 .......... . Segment Desc. Wall Opening 1;;4;7;11 0.13 :;;. Force 21.50 w 21.50 y 3.75 0 3.75 y 2.010 -(2 S �� 12.25 0 - 12.25 y 1.539 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 21.50 16.00 Maximum collector force 2.010 kips 16d nail good for 0.132 kips/each Splice 15 16d nails Page 1 ct • _ Length of • =N o o shearwall (ft.) °' � ;. CD Height nL o o Z v • � 7. _ CD M.) .— : CL �, C v, _ .. -...- .. Wall 10i CD a, , 0) n -_ .. c 3 —1 cn C7 o T C:) (ft.) . Q v, o - — ---- --- Roof - a ` I -o 0 i o ow 0 a) G) C=) (ft.) l i� CO —CD 1 CD CAEnCnNi lal w CO CD n o Floor jft.) L o f C I M - o Cn�. U, _ o _: � ;m I rn cin + o W dl (kips/ft) C 0 N 1 CD �-• --- O.T.M. M 0 (ft -kips) j I � Cn a D.L.R.M. jM o CD o N b) " Q Q D. I i CL (ft -kips) cD F N ---Length i o. o ; C' between ties 1 a o N i i A (D o Tie force I 0 g N (kips) n Tie from M above (kips) i P total (kips) j N i N W = I I N XCL I i I V7 07 2r 7 i CO CO a 0 i RESIDENTIAL 041-54-0-032 93-1035 B BILLSON, RICHARD & KARI 4383 WOODROSE, OROVILLE OPEN & COVERED DECKS/SF JOB FINALE Signature V=OK O=Not OK NotReadyaele MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect B. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -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. Exits; Insp.-Sketch 10. Cert. of Occupancy ISCELLANEOUS Date/In rt' ning Requirements -Setbacks -Easements Footings ils-Size-Depth-Spacing-Connectors-Steel VI� . De iders and/or Joists -Decking -Bracing -Stairs -Rails !.> '- ood n.; Posts-Beams-Rftrs.-Connectors ' - 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Materiel -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Pib., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-540-032 ZONING 1c*` SR -5 OL BUILDING PERMIT OWNER Richard & Kari Billson TELEPHONE 345-6004 SO. FT. OCC. BUILDING VALUAT_PN 372 C 4.83 .00 OWNER'S MAILING ADDRESS 4383 Woodrose Dr., Oroville 345 0 2,415.00 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7,251.00 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $82.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $41.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $138. 5 PLUMBING PERMIT Filing Fee 15.00 4383 Woodrose Dr., Oroville Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [I Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New r j Addition_X Remodel ❑ Utilities ❑ Installation❑ Other EJ Describe work: Covered Deck and Open _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 20GATO1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License ;do. Classification as the owner, or my employees with wages as their Sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&\ 3.154 sq.ft. OR ADONS. ACC. SLOGS. / NEW CONSTR. ULTI.OUTLET @ 5 00 NON•RESID BRANCH CIRCUITS) POWER APPARATUS 9 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 7154 FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.' EA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iiabi iti s, judgments, costs and expenses which may in any way accrue a Inst ai Count c se uef,the granting of this permi X Dated �j igcature of Applica t — Owner El Contractor Agent Elsions An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST TYPE TOTAL FEE $138.75 HAz DFEES IMP FLOOD cD PARCEL PD HD SU This permit is hereby issued under the applicable provi- of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D LIC WORKS By ate 2g 93 PERMIT EXPIRES Dat 2 Receipt No. 140522 WHITE-D.P. W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT T'T �` T�r^�Yl":'�7 T�Z..�.,�,�Yl%�n[( .M• ` T F`+ ~ Y Y.-I�.wY,..ltJ'r'.rY-'^�%.ar�'L.i,.r. Fi COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMITAPPMATION DATASHEET A OWNER �/ ti Proposed Building Use Co A. P. No. , Building Inspector A Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ ' 2. Plot plans, 3/4 sets; signed by preparer of plans...........................-� ow 3, Complete plans, 6/gets, signed by preparer of plans. . . . . . . . • • . . . . . .L J�-�- A. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. 5. Hazardous Material Form . ............................................... 6. Energy Design Compliance and .supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ............. ........................ . 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. . . 14. Sanitation and plot plan approval 04*a ,i/c Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ u 18. Contact Land Development about (A) Improvements (B) Drainage. ........... -' 19. Driveway permit (construction approval required prior to occupancy). Pre-InsWctlon reQue-fs 20. 'Pre -inspection for required. . to Building �nspedor (Date) +- 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... ' y 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance. ..................:...................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ...................................................... t 33. 34. When you issue the permit, process as follows: Mil to owner. Mail to contractor. (� Telephone3Vs �/ and hold for pickup at ��7 office. Deliver with inspector. Other Parcel Creation LI,_2o��3 Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone_ mail Co nter by _ Date Y Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance w Ljk Owner Location Plan Approved for: Sewa-e Disposal Water Supply: Public � Clearance for __� drool c hom . - then% Hold final for: Final clearance O.K. for: NOTE: I..H.IISE Hot flan Attached Flour flan Attached. sent b, li.I). _ ,# 0�? �ol Id_ A P// Private Well J /, r/ .,nl. �Ij "7V Environmental Health Specialist Date 8/92 COUNTY OF BUTTE - Departmen=•of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 y OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the maj labor and materials for construction.of \ the proposed property improvement yes or no) 2.J I ave/ ave not) signed an application for a building permit J for a proposed work. 3 I'have contracted with the following person (firm) to provide the proposed construction:. Name Address City Phone Contractors License No. 4. :I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name _ Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Sn Property Owner W w Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and .19832 -of the California -Health and Safety Code. This:verification must be completed and returned to our office before we are per- mitted to issue the permit. r. f:. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERL ZONING��.S BUILDING PERMIT OWNER t „ TELEPHONE TELE SO.�fFT. OCC. BUILDING VALUATION ` �6 OWNE AILING ADD SS /�83 o�P�o 5� ,� u,ir 2� S ' CONTRACTOR'S NAME D TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is ?- / Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ a rj b ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ a5 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $G .•7 y PLUMBING PERMIT Filing Fee 15.00 'ell Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New _ Addition Remodel L Ut' lutes ❑ Installation❑ /Other ❑ Describe work: Plr G id AJJ2 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200OR LESS 600AA OR LESS 18.50 Main service 20CATOI000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License :Jo. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST, DWELLING OCCUPM 3.64 sq.ft. DR ACDNS. ACC. BLDGS. / NEW CONSTR. MULTI.OuT LET NON-RESID BRANCH CIRCUITS @ 5.00 POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. Occup( OUTLETS OR FIXTURES 20 @ 76d FIXED APPLNS. K EX. Occup. OUTLETS RESID IEA.) j 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ o I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Bu to a ainst all liabilities, judgments, costs, and expenses which may in any ay ccrue against said County in consequence of the granting of this permit X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3sttoorrieess in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES ),38� HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- Bions of the Butte Count Code and/or resolutions to do Y work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date J Receipt No. /`/ 5 2 Z, WHITE -O. P. W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOI DENR-APPLICANT - 39 3 7 Z G overc(� ti : RESIDENTIAL '� 041-540-032 _ 92-2433 BPEM BILLSON, Richard & Kari 4383 Woodrose Dr, Oroville new sf • �P 7 � 31 I°�-3 r i4 T' I • 'r OFFICE COPY Address y3�3 CJe� e 1,0,a � � Ei�,ECTRIC 9�Zy�- � filet By`�/k�� Date i OFFICE COPY Address `s�,'i g ✓ (�6��2p � I GAS y 5. Meter BY Date/15– ELECTRIC .��4 —,•;.. JOB FINALED (Dat Signature Owner : k,' 1 '4—, % ENERGY CERTIFICATION 0 Permit# dt A/3F_3 LOCATION A.P.# DESCRIPTION OF INSULATION ROOF ' MATERIAL BRAND NAME THICKNESS THERMAL RES. EXTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS �eZ THERMAL RES.— CEILING ES CEILING BATT OR BLANKET TYPE -FIBERGLASS BRAND NAME Certineed THICKNESS /0 THERMAL RES. 3 LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED THICKNESS THERMAL RES. FLOOR -ELEVATED MATERIAL Fiberglass BRAND NAME Certineed THICKNESS THERMAL RES. FLOOR -SLAB INTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS THERMAL RES. I -HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS IND.IN ldba SHASTA INSULATION LIC.#650722 d o /0// /90? Ihereby certify the above insulation and all required items as shown on the building department -approved plans and attachments have been installed as required by the State of California Energy Requirements. All equip en.t,d vices and materials are of the quality prescribed or ar--sp 'fical y -ar pr ve �� the State -of Cali. ------------------------------- "'FIRM-NAME/OWNER- PLEASE PRINT)_ _ STATE CONT. -LIC# x - SIGNATURE OF GENERAL CONT/OWNER - DATE This `certlfUatebust be .on file with the. -Buil Dept. prior to Fiaah .= �ow..�`x _ . .;_ _ ,ern ,_..,<- -•::. _ ., J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL = Date UNP FLOOR (Plans) OK except ft's ing-Setbacks-Easements-Flo lope _ , tg.,_Pa< Soils_Elec. r /??-F_t�. Depth -L3,,,Ffg., Garage; Soils-Steel-Elec. Grnd.-,.Z.4 g. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth ,,f temwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 042c,-2-- "" ljL 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Z_ Card B-1 Date Card B-1 Date !r Card B-1 Date Card B-1 Date PLUM ING (Permit),OK except a's 1. ater Htr.: Vent -Access -Combustion Ai -Bale -------- - ----- ---------------- _ ter Pipe; Test & Anchor -Nail Protection -- --- 1W.V.; Test -Fittings &Anchor -Nail ProtectionVP ------ --- - - -- - -j0ower flew, Test. First Floor -Tub Access ---- - --------------------------- T t Tub & Shower. -------- - - --------- ---------- ----------------- ---- Gas Pipe_Size & Anchors - - -- -- Date ���'��Card B-1 Date Card B-1 -- - - - --------------- --- ---- -- �---------------- - -- - =---------------------- Date Card B-1 Dale Card B-1 Date ELECTRICAL (Permit) OK except a's - -- 22. F' ture_& Transformer Clearance -Ins. Protection -- - Elec. Receptacles Spacing -Lights & Switches at Doors - ---- ---------------------------- S' a Boxes & No. of Conductors - _Stapled --------------------- R mex Installed Close to Edge tuds_& C.J. } --- - ip Ground made `up w! h. Fastners-Bond 44,r Wr ------ --- - Appliance Circuts in Kitchen & Conductor Size/GFl Subfeed Wire Sizes-..Lga. Cu or AI-A.C. Wire Sized-,!ga. u o AI 9. R ge Circ Cu or AI -Oven Circ. / / ga. Cu or Al. _YR Neutral ❑ Yes y❑ No 3 Service -Riser Conductors & Ground-t\ry�ifS Disco _V ------------- c ------------- -- -- ----- -- ---------- -- - -- - - --- ------------- -- --- 7 =----------------- ----------------- -------------- ------ - 31. Equip. Clearances Panels -Motors -Meth. Equip. ------ - - -- - - ----------------------------- -------------------- -- --- --- Clothes Closet Light -Shower Light -Spa Light ---------- -- -------------------------------------------- Smoke Detector ------------ ----- ---------------------------R"----��. I `�------------------------- -- ----- - ---------------------- ------- --------------------------------------------- �Z.Ca-- --1 utA �,_ Date Card -B- 1 ----- --- ------ - - -� ----------------------------- Date Card B-1 Date Card B-1 Dale MECHANICAL (Permit) Ok except h's -- 34. A. -C. - Ducts Insulation & --Sup-port -------------------------------------------------- ------- ---- 35. Vent Fan: Exhaust above insulation ------------ 36. C densate Drain & Overflow Size & Grade Furnance ent Access -Comb. Air -Return Air Vent -115 outlet -- - -- - - - - -- ---------------------------------------- - 38. Attic Access & Platform if Furnance in Attic ------- --- - - - - -- - --- ---- - - - Date Card B_1 Date Card B_1 ---------------- - -- ------------ ------- Date Card B-1 Date Card B-1 Date FRAy"G (Plans) OK except a's S' Proper Material & Anchors - --- - -------------- - - IIs Studs -Nailing. Spacing & Bracing -Plates -Sound ----- ----- Bearing Walls over Girders & Flerer-4deetirRJ-- ----------------- 42. [yaft Stop in Walls (rat proof) -- 4n-�'/- --- -- ----- -- ----------------- - j� F' e -- Stops: Furred Ceilings -Stairs -Chases u ---------------- ---- ------- -------------- Headers & Beam -Size & Bearing (Single & Duplex) Date WoFRAMING (Continj4d) i gs$/Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthno.-RK. x.47 Fireplace Ties or Type A Flue -Fireplace Throat clearance 101 48. ARlc Access; Size & Romex Protection -Draft StoD-InS1rB4FNi1fss1 019drm. Windows or Exiting Doors -Sill Hgt. & Dimensions W. Garage Fire Protection Framing /Q // -----i_rF-fl perty Line Firewall & Openings _L24Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. airs Width -Headroom -Rise -Run -Landing -Fire Protection --- -----wood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer - -- - cco Mesh -Drip Screed -Fd. Vents-Underflr. Access - ing Area -Glass Protection -Skylights -Plastic -----------QX- ear Walls; Nailing -Bolts W Insulation -Walls -Ceilings -r Q 60.-Infiltration_Walls_Windows - Date �ry and B_tW Date _ Card B-1 Date/�-/��ard B-1 Date Card B -1a-1 Date Card B-1 Date FINA tans) OK except ti's Steps -Door &Sidelight Protection -Landings S P oke Detector $ZOTFurnace:nts-Clearance-Comb. Air -Connector- , Above Floor -Ducts -Meth. Protection ---------------- ---- ---------------- Broom Exiting F Bat ixtures & Tub Access -Spa �6�. Pec. Trim & Subpanel: Breaker Sizes & Labels ............. _ __-62�•Fireplace or Stove: Clearances -He rth - - 69. ELpe. Outlets at Wood Panel: I . & Ext. Ki xt & Appliance; Grnd.-Air Gap -Cooking Clearance /Ellet. Outlets & Recepttaap2s at Kit. Counter ii.Garage Fire Door: S iing-b�-CI er X49 A. Duct --------------------------------in Garage -Damper voow,tr. Htr.: Vents -Clearance -Comb. Air- nnector-P. . . _ _arage: Above Floor -Meth. Protection ------ Pl-----c. & Mech_Equip. Listed four Location - �I Receptacles in Garage: (G.64)-Romex Pr tion _ Insulation -Foam -Looked in Attic -- -- ---------------------- _--_-----_7.9-Guard Rails & Deck Construction -Poo ar7'�Pdn Vents & Crawl Hole Door -Drainage & Wood -Earth earance Looked under Floor d Following instld. Driv Yes 13 No: Walks 0 Yes �NO; Planters ❑ -Yes o --- - "tu_cco: Brown -Finish 77Et! Uml: Disconnect. Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - ------------------------ - - Ago"Water Well Disconnect, Electrical, Plu ing 8�5. /E�erior Elec. Trim; G.F.I. Receptacle -Underground- je ntilation Throughout House -- -- .........' ---- --- �� s Protection i8. rrecti s from Previous Inspections 8 Gas st-Meters Tagged; Gas -Electric -._.. -- ---------------------------------------- a r & Sewer Connected -C/O to Grade -HD Approval ..---------- - -- - - -------------------------- nergy Compliance Certificate -Other Certificates - -- - - ------------------- Date Card B-1 Date Card B-1 Date ` �and B-1 D_ Card B-1 Date i Card B-1 Date Card B-1 Comments at Final: J=OK O = Not OK -=Not Applicable ' MOBILE HOMES MISCELLANEOUS = Read Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES, (&ns)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements "L" 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location-Test-Wra /"L"ft. p: , 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI ` 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 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. Date Card B-1 Date Card B-1 - Bo xes- Enclosures-Panelboards- Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval .� 10. Plumb.; Cir. Test -Water Supply Test �+ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 v v _ r r COUNTY OF BUTTE Y DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538:754"1 747 Elliott Road, Paradise, CA - (916) 872-6307 • i.A CORRECTION NOTICE OWNER PERMIT.NO.' art A routine inspection indicates that the following violations of Butte CountyyOrdinances exist at the above address and should be corrected. Please notify this office when correctionof'work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. d` P L, O o— Z` 1& r'OuJ-e ec AD n Gc to d, ! SD r/C t h Mfr 1 O t (.ch�Pr � rnr..r� l/f i7.1D�C �lsv fIle Date L inspector REV 11/91 ::; t,,,., -� ,.u.pY�.�",r�.. . s v�,;,f'+m..i'w :•d�r::""a�rt^.'^"c ' V-4-.-..�w.rr�...v%.�+'�t"i3" COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE n OWNER PERMIT NO. A routine inspection i dicates that the following violations of Butte County Ordinances exist at the above address nd should be corrected. Please notify this office when correction of work is completed. If ou have any questions pertaining to this matter, or need additional explanation, please cont this office immediately. y w: Date 0 �� —� Z Inspector U 'eo REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE -2 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work iscompI d. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. 0 V" 46 0 © I ,.r < F "� o V%4 - k -- Date �J-g' �!% Inspector f%C w REV 11/81 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS �! 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ER CORRECTION NOTICE 21x533 PERMIT NO A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i �y .r Date Z Inspectorf l� REV 11/81 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Or6vllle, California 95985 - Telephone: 916/538.7541 APPLICATION AND PERMIT �PERMIT NO. A33E33OR PARCEL NUMBER 041-540-032 Zi NIN SR -5 - BUILDING PERMIT IL OWNER Richard & Kari Billson TELEPHONE 345-6004 SO. FT. OCC. BUILDING VALUATION 780 R 42-120.00 OWNER'S MAILING ADDRESS 971 Marjorie Ave. Chico 95926 840 M 15,120.00 CONTRACTOR'S NAME Owner TELEPHONE 156 C 2,028.00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 99.268.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 208.75 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 4383 T, P Dr., Oroville Each Trap 5 5.00 25.00 Solar or heat pump water heater 20.00 LOT NO. 12 SUBDIVISION NAME PARCEL MAP 97-13 Water piping 1 7.00 7.00 Each qas water heater or vent 1 7.00 7.00 USE OF STRUCTURE SF [I Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 115.00 19.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New Addition [I Remodel❑ Utilities❑ Installation❑ Other[] Describe work: _ __ New Single Family (1Bedroom) Permit Fee $ 74.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 1 18.50 18.50 Main service 200A TO 1000A> 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): _ ) F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .Jo. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.a+\ OR ADDNS. ACC. BLDGS. // X 3.64sq.ft. 27. SO NEW CONSTRULTI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) ( SINGLE OUTLET CIR. Ex. Occu o p( UTLETS OR FIXTURES ( zo 76 EX. Occup. OUTLETS PIRESID IREA.) 9 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating Wall Furnace 119.001 9.00 Cooling g Hood 6.50 Ventilation penult Fee $ 24.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said nt I c ence of the granting of this permit. X Date -7`/ 3-7 Z 77 Signoture of Applicant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 occ CONST TYPE TOTAL FEE 5 HAz DF IM FLOOD CDF ARCEL PD -HD ISSUE This permit is hereby issued and the sions of the Butte County Code and/or work indicated ve for which fees TD OF UBLIC B PERMIT EXPI Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 117388 PC $288.75// 117775 $577.30 WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT Q�G COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 67 County Center Drive - Orovllle, California 95985 -Telephone: 916,'538-7541 da APPLICATION -AND PERMIT `X ASSESSOR PARCEL NUMBER ZONIN 41 5Z/ SR___5 BUILDING PERMIT OWNERP�J TELEPHONE $Q, FT. OCC, P"II WING VALUATION // 3q3 - 004{ OWNEWIMAILI N O RESS (�Ave ,c tCD ��� _ � _ � _ �2111 // CONTRr" 1 i T�_LEP ZQ CONTRA CI MAILING ADDRESS LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEE DRESS LOT NO.NO I SUBDIVISION NAME ADDRESS UNKNOWN LA PARCEL M 6/7-/-3 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY TYPE OF WORK New Addition E] Remodel ❑ Utilities ❑ InstallationC Other ❑ Describe work: Is — / &Z � t CONTRACTORS LICENSE LAW * I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) e ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Cl I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a -Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permi bOUNTY OF BU' X Date BUILDIN %DEP1 ❑ Agent EDt t t 1 I{ 19 Signature of Applicant — Owner ❑ Contractor An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. FF Receipt No. l! /396 949-19C reams 288 21 11777ssn, WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECT Fireplace II $ Contractor Total Valuation $ FilingFee I 15.00 Z (08 - Filing Fee $ ! — x,5.00 3.6Q i Permit Fee $ NEW CONSTR ULTI.OUTLET !//_ 5.Ou Plan Checking Fes $ _8;75 i Energy Plan Checking Fee $ ay. 00 Penalty $ Ex. Occup. OUTLETS (RESID )REA./ Permit fee $ Temporary service 15.00 PLUMBING PERMIT Filing Fee 15.00 1 1 15.00 Each Trap Misc. Wiring 5.00 '�' Solar or heat pump water heater 20.00 $ Water piping 7.00 - Filing Fee I15.00 Each pas water heater or vent 7.001 7._0 Gas piping system 1 - 5 outlets 5.00' Building sewer I 15.00 Mobile Home S I G I IN I @ 15.00 Pe rm I F — $ Contractor ELECTRICAL PERMIT FilingFee I 15.00 Main service 200A OR LESS 18.50 Main service 20CATO1000AI 1 37.501 NEW CONST. DWELLING OCCUP.&n��� ( 3.6Q i OR ADDNS. ACC. BLDGS. sq.f' NEW CONSTR ULTI.OUTLET !//_ 5.Ou NO N-RESiC,% BRANCH CIRC ITS @ APPARATUS h (.POWER N.LE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES\\ 20 760 Ex. Occup. OUTLETS (RESID )REA./ 3.00 0% Temporary service 15.00 Mobile Home Facilities 1 1 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee I15.00 Heating UWFU Cooling Hood Ventilation Permit Fee Contractor Mobile Home Inst Energy Inspection $ ation Fee $ ae $ TOTAL FEE' S 6.50 I� I � I ✓ I V I �I ✓ i� f✓f This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date "JUNTX OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER/<��1/L� �TAIr'l' �% SON A. P. No 'SLI- Proposed Building Use S - ! Building Inspector Date 3 QZ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... i 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy -Design Compliance and supporting documentation . .................. 7. Statement ofltitent for Non -Heated and A/C Buildings . ...................... ` 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. 10. 11. Mobilehomlea l manufact rer's insta tion instructions, 2 sets. . Fees of $ --- PA -0. j 17� 7 ............... . 2 Impact fees as shown on attached schedule..(. f e -5. b .S-ket,:t S 12. California Department of Forestry plan approval/fees. ....................... . 13. 14. Flood elevation letter (100 year flood) by California Engineer. . . Sanitation and plot plan approval 01ON/ tie Health Department . ............ 2 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . efV-r 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for to Bui ding Insion actor ,.required. .. to B��Id��9 Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .... ......:... . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner I Mail to owner). . . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. ....... T- 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . .................................................... ' 33. 34. you issue the ermit, process as follows: Mail to owner. Mail to contractor. V Telephone nd hold for pickup at 1WV It - Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date y The following data must be submitted prior to permit issuance: (Ci c ea ot�check d bo ). 1. Index permit for above items No. _ 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above require(idata by _ phone _ mail Counte by _ Date Plans checked by Date - a d Plans approved by _ Date - 7/ _ Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works S T'OJ',- Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for:, Sewage Disposal Water Supply Hold final for: Final clearance O.R. for: ce for bedroom home. Other Water Supply Water Supply NOTE *** y Sanitari n D to COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER PROPOSED BUILDING USE �Sr7 1- 3 Q- A. P. NO. 1-/j --- 7- 32 - DATE ZDATE , n Z_ REC. # DATE REC School Distric Fees © eo V1 (paid at District Office) ,,,,,,,,,,,,,,,,,,,,,,,� Sheriff Fees (paid at Building Department) o� Residential ......... unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X _$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7.- Other - J /7775- -7- -?F-7Z F At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE 13 °1Z y� ;ftp"�-•'�`*,Ayd±+�o-�.�,s?�1;:+�Ty.r��' ��i:3:�,,„yj�;r-.�,,�e,�".'�a,�.,^�;�#1F'�'fr•#�"'�,�+9r` rn,..�y«�+.,^.w^�"�-'„"�+--wr`-^r�--ww!r�-�-..ter,-r.--;.sQ;f�"�.�'7r,ir�•�+ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) ?� j/� //0-00,5 �rw School District —_ _ _ — Building Department No. A.P. Number tiL �3�Jurisdiction [—..� City [ County AA A/ Owner / --1F - �Irt---O•/, p oN Property Location/Address7J (A1 DQq/IQ6 e Subdivison Lot No. . Residential Development EE �'7 SO Sq. Footage No. of Living .MHi Addition (Group R) Y Units . Commercial/Industrial 0 Sq. Footage COUNTY OF t3UTTE New Addition (Including Exterior. BUILDING DEPT Roofed Areas) J U L 2 8 1992 ;;. Building Departme Represe ative Date N (Floor Plans reviewed by School District Personnel) District Identification No. 9 J 05 3_5AA _-- School District certifies that (Street Address) I'm MW UAN. - M)PINO -3V.S-L0d- -; one Number) (City);` -------------------------- (Stat (Zip Code) has complied with the requirements of Resolution No. _C) J='70 _ by payment of $ representing V square feet. Ad choo str t -Rep sentative Date Paid by Check Number Remarks: Bank Number_( Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) 4. feeform.wkl (4/92) J COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information.at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit: No building permit will be issued until this verification is received. l.. I personally plan to provide the major labor and materials for construction of the -proposed property improvement .(yes or no) 2. I (have/have not OUJ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name. Address City Phone -Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate,.supervise, and provide the major work: Name Address City Phone Contractors License.:No.., 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated:.. Name Address Phone Type of Work: Signed: Property Owner Social Security N tuber Date-7—(�—�7i NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. . This verification must be completed and returned to our office before we are per- mitted to issue the permit. RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER:�,Q�2. GENERAL f ing requirements: (sideyards and number uation. ns signed by designer. per description of work on application. Existing violations on property. 8/91 Bldg. Permit # A. P. # Plan Checker /-- of permitted living units). I ems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc); Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other.b.uildings or structures. Grading, fills, drainage. Flood 'hazard. Special conditions on creation map, ustible, and foundations). (,./FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb- .. Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). tR quired windows for second exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207):.; ; uman impact glass (Sec. 5406). quired room sizes, ceiling heights (Sec. 1207). FCIs in baths, garage, kitchen, and exterior outlets (Article ght fixtures, switches, receptacles, and exterior receptacles nance of mechanical equipment. cations of water heater, heating and cooling equipment, other gas equipment. rage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (sec. 3304 (f). replace and wood stove location, alcoves, and clearance. oke detectors (Sec. 1210). umbing fixtures, water closet clearances and shower size. 210-8). for main - electrical STRUCTURAL DETAILS .P Standard bracing or engineered design (Table 25V) nusual shape, size, or split level house requiring lateral design. erestory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. • Floor construction details complete enough to construct building. �G evations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Rafter t'ies or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. . Retaining walls requiring design. Special Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. -'Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 9: Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). nderf loor access and ventilation (Sec. 2516). P.Energy ombustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. design. Flashing at all exterior openings. ACDF responsible area requirements. 3���(/��� r Geo � Return tb DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Section 26-8.1 of the Butte requires this acknowledgement prior to issuance of a building 91-53699 FOR RESIDENTIAL DEVELOPMENT County .Code be recorded permit. I but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: Q-131 PROPERTY OWNERS: State ofCAuFo2a 'A) On this the 315t- da of 19 s 1 before me the Y �F��M Bslt— > ) SS. undersigned Notary Public, personally appeared County of�ut-ri-. ) KAe-i a- 0 FFICIAL OFFICIAL SEAL El Personally known to me. �' oved to me on the basis LINDA F. WILSON of satisfactory evidence. V NOTARYPUBLICperson(s) COUNTY p �) ose name(s) CALIFORNIA n to be the wh1 5 BUTTE My Comm. Expires Feb. 15, 1992 subscribed to the within instrument and acknowledged that 14 L", executed the same for the purposes therein -contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 014 -0-032--0 Notary Public 91-033699 I Rec Fee 7.001 The property described herein is adjacent STF to land or included within an area zoned Recorded i Cash 1.00 for agricultural purposes, and residents IOfficial Records 8.00 of this property may be subject to incon- ' County of veniences or discomfort arising from the Butte use of agricultural chemicals, including, Candace J. Grubbs but not limited to herbicides, pesticides, Recorder and fertilizers; and from the pursuit 1:11pm 31 -Dec -91 I of agricultural operations including XX 2 I but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: Q-131 PROPERTY OWNERS: State ofCAuFo2a 'A) On this the 315t- da of 19 s 1 before me the Y �F��M Bslt— > ) SS. undersigned Notary Public, personally appeared County of�ut-ri-. ) KAe-i a- 0 FFICIAL OFFICIAL SEAL El Personally known to me. �' oved to me on the basis LINDA F. WILSON of satisfactory evidence. V NOTARYPUBLICperson(s) COUNTY p �) ose name(s) CALIFORNIA n to be the wh1 5 BUTTE My Comm. Expires Feb. 15, 1992 subscribed to the within instrument and acknowledged that 14 L", executed the same for the purposes therein -contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 014 -0-032--0 Notary Public aeuSe-10 PARCEL I• PARCEL 12, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE CALIFORNIA, ON JUNE 8, 1984, IN BOOK 97 OF MAPS , STATE OF , AT PAGES) 12 AND 13. EXCEPTING THEREFROM ALL MINERALS, INCLUDING GAS, OIL AND OTHER HYDROCARBONS LYING BELOW A DEPTH OF 500 FEET FROM THE SURFACE. RESERVING THEREFROM A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES AS SHOWN ON SAID MAP. PARCEL II- A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 10 AND 11, -AS SHOWN .ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 8, E 1984, IN BOOK 97 OF MAPS, AT PAGE(S) 12 AND 13. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,, STATE OF CALIFORNIA, ON JANUARY 25, 1971, IN BOOK 37 OF MAPS, AT PAGE(S) 70. PARCEL IV• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH, AS SHOWN ON THE RECORD OF SURVEY MAP RECORDED DECEMBER 19, 1974, IN BOOK 54 OF MAPS, AT PAGES 75 AND 76. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS PARCEL I,.DESCRIBED HEREIN. OF PARCEL V.-- A : A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER PARCELS 23, 24 AND 25, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED.IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 5, 1981, MAPS, AT PAGE(S) 99. IN BOOK 81 OF 0 iEN® OF DOCUMENT EQU-1p, �;0Uw pUs�� w aKs OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: ADDRESS: CITY & STATE: DATE OF CLAIM: IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT TOTAL I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and th i claim is true and correct as stated. Dated this ..1(..U••• ..................... day of ..�.�/.(.V.!.1......... . 19 , at Q tt�vC�� ���i Calif. ,,,,,(I/„�,vvw... .,. ................. Ti„ g Si nature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation ❑ or Specific Board Approval F_� (Check one) for the same. Datedthis .................................... day of ............................. 19....... at .............................. , Calif.................................................................................... Department Head or Authorized Deputy Dept. Exp. Code............................................ Code ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. t INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, de- scription and unit prices of articles furnished or delivered. . Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure.. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Claims are paid every Tuesday; however, same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. r NN COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 RE: With reference to the above subject: A. P. # DATE PHONE: 916-538-7541 �L Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER L,1 We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in - Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise ! Planning approval from Butte County Planning Department, 7 Co4nty Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER Should you have any questions concerning the above, please contact of this office. Yours very truly, JFG / a j William Cheff Director of Public Works .F. Glander Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Cal•Ifornla 95965 - Telephone: 918,`538.7541 APPLICATION AND PERMIT PERMIT NO. 91-4381 ASSESSOR PARCEL NUMBER 41-54-32 ZONING SR 5 BUILDING PERMIT OWNER RICHARD & KARI BILLSON TELEPHONE 345-6004 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 971 MARJORIE AVE CHICO 95926 p 1546 R 78,84 1200 C 15,600 CONTRACTOR'S NAME DON AZEVEDO TELEPHONE 894-2360 CONTRACTOR'S MAILING ADDRESS Fireplace T$_ CONSTRUCTION LENDER UNKNOWN Total Valuation 94,446 LENDER'S MAILING ADDRESS CHICO Filing Fee $ 15,00 Permit Fee $ 575.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 287.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 43615 MYVALLI DRIVE .� 95914 Permit fee $897.50 PLUMBING PERMIT Filing Fee 15.00 olLW1GlE Each Trap 51 5-001 25.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION 12 NAME i PARCEL MAP 1 97-13 Water piping 1 7.001 7.00 Each Qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF 11 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 19.00 Mobile Home S I G I W 615.00 TYPE OF WORK New 14 Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: - NEW SE 1 BDR-M _ Permit Fee $ 74.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered / for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20CATOI000A) NEW CONST. ( DWELLING OCCUP.&) OR ADONS. ACC. BLDGS. _37.50 3.64sq.ft. 54.10 NEW CONSTR ULTI.OUTLET NO N.ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &1 SINGLE OUTLET CR. / Ex. Occup(OUTLETS OR FIXTURESFIXED 20 76d ARPLNS. EX. Occup. OUTLETS IRESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. bYirin g 15.00 Permit Fee $ 87.6o - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) Or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating DUAL PACK 9.00 Cooling g 3 TON 9.00 Hood 6.501 6.50 Ventilation permit Fee $ 39.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, i demi and keep harmless the County of Butte against all liabilities, nts, sts, a enses which may in any way accrue against said n c que a ra ting of this permit. X Date / .% ��'' % Signa re of Applicant - Owner Contractor El Agent ❑ An OSHA ion of structures toverr39storiesoineheightions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 0g. "WE TOTAL FEE $ 1138.60 HA OFEES IMP LOOD CDF �� PARCEL v PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. 103654 1367.50 P.C. FEES WHITE-D.P.W., YELLOW-ASSESSOR;-P'INA-INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION c 7 COUNTY CENTER DRIVE - OROVILLEyCALIFORN1,495965 - TELEPHONE: 916/538-7541 .PERMIT KOPLICATIU:N{'DATA SHEET •�l Permit No. OWNER � ["1 C I, Ul l ISdP A. P. No. 411 - SL1 -3_Z Proposed Building Use 9f Z_ Building Inspector Date 1 72 - z 7 Ft 1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have ben submitted . .................................. 2. Plot plans iu II . /triplicate, signed by preparer of plans. 12 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form. : ........................................ 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions V./ 10. Fees of $ 11. Chico UrbanArea-fees paid .................................... 12. Park fees pal ....... *........................ .......:...... 13• 6 - /� School ,District fees paid .............. f 4. Sanitation approval from l7 l�- Health Department _ Z�� I 15. City of Chico'plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... � 8. Improvements may be required. Contact Land Development Section DPW XU -119. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.'request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner 0). . 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ......... — 26. Sher iEfi5 f5ee ir-,G 00..x- 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor�t Telephone 3L�" and hold for pickup at KJ office. Deliver w/inspector. Other Applicant to t Copy of ! laz-Mat form sent Health Dept. Fire Dept. 3, -----Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. L , 13 2. Additional items required: Ji ,if Contractor, designer, owner, was advised of above required data by_phone_—mail counter by .date R Contractor, designer, owner, was advised of above required data by_phone—ma II—counter b date , Plans checked by Date Plans approved by Date I -Z,4 -,'?Z,-- Sets ,'?7/ Sets of plans on hold in Copy—DPW File cabinet AP folder t*• r Ace:. TO Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lo ation AP# Plan Approved for: Hold final for: Sewaqe Disposal /L Water Supply f.1 Water Supply Final clearance O.K. for: Water Supply / Clearance for bedroom mobile home. Other A61 r\ 6n S � j Zec�ua� NOTE * * * zzz Date Sanitarian COUNTY OF BUTTE - DEPARMS T OF`PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 I, 1 OWNER ktl6h4�21p t s O ,v A,. P. NO. "' J` -G Z PROPOSED BUILDING USE S I� DATE Z -� 'f REr " DATE REr 1. School Distric Fees b �`o 1 tA(z- }-I (paid at District Office) 2. Sheriff Fees (paid at Building Department) // Residential ......... X 2 (0 O -$ 'SG 0 00 0 unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land (Development) ......................... l �L 6. Other NSL E70 t-(fe 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE 2 I RESIDENTIAL'PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit OWNER �j/LLS© �l A.P. # -3 32 GENERAL Plan Checker / 9 Z I. jLoning requirements: (sideyards and number of permitted living units). 2. Valuation. 3� lans signed by designer. � Proper description of work on application. xlsting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). a: Reecor d notice of violation. PLOT PLAN 1. C-omplete parcel size and dimensions. Setbacks, sideyards, easements, etc. 3`—tFer buildings or structures. 41--'-6rading, fills, drainage. 5v`Flood hazard. 6� Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- stible, and foundations). 7. F & FAS road setback. 8. Buil ng or utilities across lot lines (Record form). FLOOR PLAN 1� o lete to scale plan with dimensions. VReq quired windows for light and ventilation (Sec. 1205). uired windows for second exit (Sec. 1204).-1NF0P-KEO dwNe1;L- of sic. AT, 96 sAvb `Tights (Chapter 34 & Sec. 5207). 5. Human impact glass (Sec. 5406). 6✓ P joquired room sizes, ceiling heights (Sec. 1207). 114, in baths, garage, kitchen, and exterior outlets (Article 210-8). 81, --Light fixtures, switches, receptacles, and exterior receptacles for main- ance of mechanicallequipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment., • , -10—GeTne firewall, door size, and closer (Sec. 503(d)(3)). 11tK1 - 0" exterior exit door (sec.•3304 M. replace and wood stove location, alcoves, and clearance. 1 Smoke detectors (Sec.'1210). plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 11(l Standard bracing or engineered.design (Table 25V) nusu 1 shape, size, or split level house requiring lateral design. -3;---eier"estory requiring balloon framing and/or engineering. 2e story building requiring engineered calculations and plans. undation plan complete enough to construct building. Floor construction details complete enough to construct building. levations and wall construction details complete Roof construction details complete enough to lace construction details and calcs if Frage r ties or bearin _ride eam. door or p<tcL h r sizes 111""Stud heights. 1Adobe soils - special foundation design. 14. Retaining walls requiring design. 1.5. ecial Inspection required. enough to construct building construct building. necessary. 91 t_t's0 ) . 8/91 RESIDENT?AL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 14,- Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). vua.u�a details (Sec. 1711 & 3306(j). o----Bric iL—uI" stone veneer (Chapter 30) . 4-.—zx-t riar plaster - weep screeds (Sec. 4706) . 54 -"Proper roof pitch for roof convering (Chapter 32). 6 vRoof covering type - (fire hazard). ulation - protection. 8k"-36" halls and stairways. 9-.--La.ving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 4-0. on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 ttic access and ventilation (Sec. 3205). or access and ventilation (Sec. 2516). 1 4Combustion air for fuel burning appliances - L.P.G. requirements. se requirements on duplexes. 1 Energy design. 164.,' -Flashing at all exterior openings. L7---GW=responsible area requirements. /-s -! Z 0 I ON ` t' I 0 — �` 3a �K IFC"Zc- S /t%Q Certificate'of Compliance: Residential CLIs Project Climate Zone 11, 51/- 43g) ButldinX� it w /-24-?Z- Checked .24.QZChecked By / Date Enforeernew Agency Use Only Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (s!) (_single. double) (Zoller blind. etc.) (Shedescreen. etc.) fyea/tto) (Metalh�vood) North ( ) fir Dl�t Nhr North '( ) East `East ( ) South ( ) �/ _ Sou th ( ) West ( ) Z West ( ) Skylight....... �J THERMAL MASS Type/Covering Area Thickness (slab/exposed. tile. etc.) (SO (inches) Location/Description (kitcheni bath. etc.) HVAC SYS_EMS tis -^:m..... Type (furnace. air Efficiency Location Duct Output Manufacturer / Model # conditioner. heat pump) (SE, SFER.ASPF) (attic, elle) it -Valuer (Btuh) (or -approved equal) WRI III DING fJCP'� Maximum Furnace Hearing Output: 5/, ,07'-7 Btuh r n HOT WATER SYSTEMS Tank Manufacturer/Model # A P P R aV C -D SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential 7 MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain Urex manures regatdkss of the compliance approach used- Items marked with an asterisk (-) may be superseded by mart: stringertt'4ompliaraoe requirements fisted on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted sMU be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures I • §2.5352(a): Minimum ceiling insulation R-19 weighted average. ' §2.5352(b): Loose fill insulation manufactures s labeled R -Value- • §2.5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to t exterior mass walls). I §2.5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 purnfurch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage - b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penetrations caulked and sealed §2-5352(e): Special'inGpration barrier installed to comply with 12-5351 meets CEC quality standards §2-5352(ft Installation of F-voplaces 1. Masonry and factory -built fireplaces have: . Tight filling. closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment sizing: attach akuladonL §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • 12-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. §2.5316(b): Exhaust systems have damper controls. 62-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment. water heaters. showerheads and faucets certified by the CEC. s2 -5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior i insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). 1 §2.5312(Exception 1): Pipe insulation on steam and steam condensate return tit recirculating i piping. §2-531R(d): Swimming Pool Heating I. System has. I a. OrVoff switch on heater. b. Weatherproof instruction plate on heater, c. Plumbed leo allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance pleasures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 1 §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. DESIGNER I ENFORCEMENT I COMPLIANCE STATEMENT This certificate of compliance lists the tPAding features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter 2. S ubchapter4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and traimit the certificate many subsequent purdtaser of the building. Designer Address: Telepiwnc Lic. 0: (signature) Documentation Author i Nam: rideffium Address: (date) Btrtiding,Owner Name Tillcmirm- Address: Telephone: (signs )- (date) Eftrorcement Agency Name: Agency: Telephone: Glass Area%G17 BUILDING DATA North _�____ Conditioned Floor Area S'`� Number of Stories ?� East 3, g Slab/Used FloorG'8 _ Number of :Units South 2.3 Single Family Detached (SFD) [ ] Addition Alone West ght. Skylight. -77-- 4.7 Single Family Attached (SFA) [ ] Existing Building (] Multi -Family (MF) [ ] Existing -Plus -Addition B UII.DING SHELL INSULATION - Component Insulation Location1rommer0 Type R -Value (atria -to garage, tv3i24 etc.) Wall .............. I powr vrv- Roof ............. R - 30 Roof ............. Floor ............. Floor ............. Slab Edge..... (;LAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (s!) (_single. double) (Zoller blind. etc.) (Shedescreen. etc.) fyea/tto) (Metalh�vood) North ( ) fir Dl�t Nhr North '( ) East `East ( ) South ( ) �/ _ Sou th ( ) West ( ) Z West ( ) Skylight....... �J THERMAL MASS Type/Covering Area Thickness (slab/exposed. tile. etc.) (SO (inches) Location/Description (kitcheni bath. etc.) HVAC SYS_EMS tis -^:m..... Type (furnace. air Efficiency Location Duct Output Manufacturer / Model # conditioner. heat pump) (SE, SFER.ASPF) (attic, elle) it -Valuer (Btuh) (or -approved equal) WRI III DING fJCP'� Maximum Furnace Hearing Output: 5/, ,07'-7 Btuh r n HOT WATER SYSTEMS Tank Manufacturer/Model # A P P R aV C -D SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential 7 MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain Urex manures regatdkss of the compliance approach used- Items marked with an asterisk (-) may be superseded by mart: stringertt'4ompliaraoe requirements fisted on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted sMU be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures I • §2.5352(a): Minimum ceiling insulation R-19 weighted average. ' §2.5352(b): Loose fill insulation manufactures s labeled R -Value- • §2.5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to t exterior mass walls). I §2.5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 purnfurch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage - b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penetrations caulked and sealed §2-5352(e): Special'inGpration barrier installed to comply with 12-5351 meets CEC quality standards §2-5352(ft Installation of F-voplaces 1. Masonry and factory -built fireplaces have: . Tight filling. closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment sizing: attach akuladonL §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • 12-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. §2.5316(b): Exhaust systems have damper controls. 62-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment. water heaters. showerheads and faucets certified by the CEC. s2 -5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior i insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). 1 §2.5312(Exception 1): Pipe insulation on steam and steam condensate return tit recirculating i piping. §2-531R(d): Swimming Pool Heating I. System has. I a. OrVoff switch on heater. b. Weatherproof instruction plate on heater, c. Plumbed leo allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance pleasures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 1 §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. DESIGNER I ENFORCEMENT I COMPLIANCE STATEMENT This certificate of compliance lists the tPAding features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter 2. S ubchapter4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and traimit the certificate many subsequent purdtaser of the building. Designer Address: Telepiwnc Lic. 0: (signature) Documentation Author i Nam: rideffium Address: (date) Btrtiding,Owner Name Tillcmirm- Address: Telephone: (signs )- (date) Eftrorcement Agency Name: Agency: Telephone: 1. Ceiling Insulation -4 Number of stories Number of stories Number of stories Two R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 .2 -1 -1 R38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 .2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -4 Number of stories Number of stories Single- Single - Two Three Family Family Mul6- R-value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.50 -120 -58 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3 -8 -1 7 3. Raised Floor Insulation Insulation InTloor Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value _ 4. Slab Edge Insolation 4 40 0.60 -144 -70 46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 .2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 9 -4 -4 3 _R-5 11-17 .40 less 50 R-19 -1 -2 -2 _ 4. Slab Edge Insolation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points mrd t y 6. Glass Heat Loss Total -14 -48 -69 -64 Ll -value Est Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 _ 22 37 -9 -3 3 9 15- 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 3 9 11 14 17 19. 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective PrereettI Glass (percent =lass x SC) affective -14 -48 -69 -64 %Glass North Est South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 _ na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 is = not allowed 2 3 4 3 S. Shading (Shade Closed) Effective Percent Glass (peecest Sias x m %ecfw Giew Nor* Est Sm* Woo Sity * 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25-65 3 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 .2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 4 6 8 8 9. Interior Thermal Mass Interior Single- Family Slab Floor Raised Floor Mass -2 Stories Mutoi Masa Stories Alladved /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wan Single- Family Sinple- Sum of 1.6 3 -2 Family Mutoi Masa Detached Alladved Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 i 11. Heating System SE or HSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 11 12. Cooling Syst.,ln -4 Sum of 1.6 3 -2 -2 Two + -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 0 10.0 Effective SE or HSPF 3 3 2 (SE or HSPF x duct eMdency) 1 Effective -25 or -24 to -14 b :4b +6 b 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4�% +5 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 11 12. Cooling Syst.,ln -4 -4 3 -2 -2 Two + 3 EER 2 2 2 1 (assume duets In aide) 2a j x = f t St n of 7-10 Water 3� :199 '124.X) -25 or -24 to 14 to .4 b +6 to 16 or SEER less 45 .6 +5 +15 more 8.0 -14 -12 -10 -8 .6 .4 , 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 3 -2 .2 9.0 -4 3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10' 9 7 6 4 3 - 12.0 15 13 11 9 7 5 HWR 20 17 14 12 9 6 _13.0 WSB -25 -16 -12 -10' -8 35% EffIve SEER -18 _-12 -9 (SEER mluct efficiency) -6 IG None Sim of 7-10 -3 -2 -2 Effective -25 or -24 to -1410 -410 461D 16 or SEER less -15 -5 +5 +15 more 5.0 30 -25 .21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 4 6.6 -5 4 -4' 3 -2 -2 7.0 0 0 0 --0 0 0 8.0 9 8 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed -Stories One -5 -4 -4 3 -2 -2 Two + 3 3 2 2 2 1 Single-Famlly I _lathed and Attached 2a j x = f t Unit Size (sQ �_ x Water 3� :199 '124.X) 1700 2200 2700 Heater Credit or b to to or Type Type less 1699 2199 2699 more SG None 0 i 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 Duct Efficiency 10.74] WSB 5 3 3 2 2 Type [SG] POU 8 _ _ .5_ 4. _ 3 3 SE None 37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 0% WSB -25 -16 -12 -10' -8 35% POU -18 _-12 -9 -7 -6 IG None -5 -3 -2 -2 -2 0.4 Solar 7, , 5 4 3 2 1.9 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 4.8 Solar 8 - 5 4 3 3 0.6 POU -10 " -6 -5 -4 -3 23 Multi -Farm`' (Individual units) 2.9 3.1 3.3 3.5 i Unit Size (s}) 4 Water 4.4 699 .700 1200 1700 2200 Heater Oredit or to to to or Type Type fess .1199 1699 zoo more SG None 0 0 0 0 0 on Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 2 WSB 9 4 3 2' 2 3.S POU 9 5 3 2 2 SE None -45 -23 -15 .11 .9 0.9 Solar 2. 1 1 0 0 24 HWR .23 -12 -8 -6 -5 3.8 WSB -25 -13 -8 -6 -5 5.3 EQU -23 -12- _8 3 -5' IG None .8 -4 -3 .2 ; -2 27 Solar 6 3 2 1 1 42 POU 1 0 0 0 0 IE None 30 15 -t0 -8 -6 1.6 Solar 18 9 6 4 4 3 POU -8 f -4 -3 -2 .2 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation -9 0 or R -value 38] U -value [0.030] 2. Wal] Insulation or R -value ( 111 U -value [0.098] 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight . (ty = at b. East Interior MasslCFA = Z_ c. South 2a j x = f t d. West �_ x nra : KASS 3� e. Skylight /9 x ..------- - 9. Interior ThermalMass TYPE 1 MASS AREA = $ �`'' t'r ;t 'p .1. '. ; Interir nas/CFA COND. FLOOR AREA . 10Exterior Wall Mass TYPE 2 MASS AREA = $ ie : ; � r M y �,, " �i:_,* Exterior Wall Mass ND . L R A A 11. Heating System ' i ,17/ x = .b) b Iec.ewtMed slab) zonal,Control? . (yY, /N )� SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF (0.5615.15] S TYPE -1 MASS tUIMC b 4.2. let ex s�_ SEER 19.51 Duct Efficiency 10.74] Effective SEER [7.03] 13. Water Heating Type [SG] Credit [none] 0% S% 10% 15% 20% 25% 30% 35% 40% 451G 50% 55% 60% 6514 70% 75% 80% am 90% 05% 100% 105% 110% 11SY. 120% 125•1 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 29 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.6 1 1.2 1.4 1.6 1.9 21 23 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 21 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 2.8 3 3.2 3.S 3.7 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 20 2.8 3 3.2 3.4 3.6 3.8 4 4.3 41 4.7 4.9 5.1 5.3 5.5 5.7 5.9 .50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.8 ae 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 12 3.S 3.7 8.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 23 25 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 2.6 28 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 25 21 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 S.3 S.S S.7 5.9 6.1 6.3 6.5 WY. 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 23 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 6.3 65 67 90%7 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 9.6 3.6 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95Y.1.6 1.8 2 22 24 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 S.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 ae 4 4.2 4.4 4.6 4.9 S.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110'/. 1A 2.1 2.3 2.5 27 29 3.1 9.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 S.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 26 3 3.2 9.4 3.6 3.6 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 . 13 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation -9 0 or R -value 38] U -value [0.030] 2. Wal] Insulation or R -value ( 111 U -value [0.098] 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight or R -value [ 191 U -value [0.037] or R -value [0] F2 factor [0.77] Standard Type [double] U -value [0.65] % Total Grass [ 16) % Glass SC Eff. % Glass rte_ X- = o, !, 3 x = - X = 3tCe O x = O 8. Shading (Shade Closed) % Glass SC Eff. % lass a. North /. Z x . (ty = at b. East 9,$7 x = Z_ c. South 2a j x = f t d. West �_ x 3� e. Skylight /9 x ..------- - 9. Interior ThermalMass TYPE 1 MASS AREA = $ �`'' t'r ;t 'p .1. '. ; Interir nas/CFA COND. FLOOR AREA . 10Exterior Wall Mass TYPE 2 MASS AREA = $ ie : ; � r M y �,, " �i:_,* Exterior Wall Mass ND . L R A A 11. Heating System ' i ,17/ x = zonal,Control? . (yY, /N )� SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF (0.5615.15] 12. Cooling System x g = 7,3 Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency 10.74] Effective SEER [7.03] 13. Water Heating Type [SG] Credit [none] Point Scores D /0 (D Sum 1.6 Sum 7-10 3 Z. D Point Total: Certificate of Compliance: Residential North ( ) Climate Zone 11 East ( ) 0_ East ( ) South ( ) South ( ) — Project Title Building Permit M Skylight....... 0_ — - /� Project Address /��., t"" fy Type/Covering Z's / I' Checked By / Date Documentation Author Telephone Enforcement Agency Use only BUILDING DATAGlass Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # North Area % Glass • 3 P,oplidoned Floor Area 7 Number of Stories East __ D O S Floor Number of .Units _� South West re1ab/Raised Single Family Detached (SFD) [ ] Addition -Alone (] Single Family Attached (SFA) [ ] Existing Building Skylight D ( ]. Multi -Family (MF) [ ] Existing -Plus -Addition Total /D BUU,DING SHELL INSULATION Component Insulation Locaiinrl/Comments' Type R -Value (attic..to garage, t+cel. etc.i Wall .............. / 3 Wall. .......... Roof ............. —� Roof ............. _ Floor ............. �j Floor ............. � 1 Slab Edge ..... — GLAZING Shading Devices Glazing Area .. Glass Type interior Exterior Overhang Framing Type Orientation (in [sine& double) (roller blind etc*.) (shadescreen_ etc_l (ves/nel (metal/wendl IXOrth North ( ) East ( ) 0_ East ( ) South ( ) South ( ) — West ( ) West ( ) Skylight....... 0_ — - THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) - (so - (inches) Locatiotl/DCscription (kitchen. bath, etc.) HVAC SYSTEMS Minimum Duct = Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat um) (SE, SEER.HSPF) (attic, etc.) R -Value tuh or avorovedequal) — --�` Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS _ Tank Manufacturer/Model # System Type (storage gas, etc:) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) i Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measunx regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit dtreume t. ts, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCUP ION DESIGNER ENFORCEMENT Building Envelope Measures • §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(br Loose fin insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 pum/utch. 12.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration /Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weathcrstripped: all joints and penetrations caulked and sakd 62-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. 12.5352(d): iinstallation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(g) and 2-5303: Space conditioning equipment siring: attach calculations. §2-5352(h) and 2-5315: Setback thermostat, on all applicable heating systems. • 12-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(br Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). 62.5312(Exception 1): Pipe insulation on steam and steam condensate return do recirculating piping. 12-5318(d):'Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. _ 5. Directional water inlet. 'Lighting and Appliance Measures 12-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 12-5314(c): 'Gas fired appliances equipped with intermittent ignition devices. . 12.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT - This certificate of compliance lists the Wding feahiM arld perfolmUnce specifications needed to comply with Title 24. Chapter 2-53 and Tide 20. Chapur2. Stiabchapter4. Article 1 of the California Administrative code. 'Innis Certificate has been signed by the individual With overall design responsibility and the building owner. who shall retain a copy of it and transmit the cerdficm to any subsequent pttrldlaser of the building. Designer _ Building Owner Name: I Nance: TitieJFrtin: � TitWFimt: Address: Address: Telephoner; Tekphone: + _ Lie. N: (signature)' (date) (sig`144) (date) Documentation Author Enrorcenient Agency Name: Name: redc/Ftrm: Agency: m Address: 'Telephoner -t 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories 0.80 R -value One Two Three R-0 -103 49 -02 R-19 -8 -4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 -02 0.10 -26 -13 -8 0.08 -18 -9 -6 . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Single- Single - 0.80 -1 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -10 4 - 0.60 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation A. Slab Edge Insulation .. Number of Stories R -value One Two Three R-0 0 0 0 R-5 8 5 - 2 R-7 8 .6 3 F2 factor 0.90 Insulation In Floor -3 .1 0.80 -1 Number of stories 0.70 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -24 -10 4 - 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 _-95 -46 _ -30 0.30 - -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 = 1 0.00 10 -5 _ 3 Controlled Ventilation Crawispace -8 -1 - Number of stories 14 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 A. Slab Edge Insulation .. Number of Stories R -value One Two Three R-0 0 0 0 R-5 8 5 - 2 R-7 8 .6 3 F2 factor 0.90 -4 -3 .1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 040 12 8 4 5. Inrtltration (Air },ettkage) Specification Points Standard 0 6, Glass Heat Loss North - Slab Floor Etrective Percent Glass Total %Glass North East South West U -value 18 5 IPercent 4 1 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 at 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 _17 - 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) EReetlwe Pn cert Glass (percent =last x SC) Effective North - Slab Floor Etrective Percent Glass Mass %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 03 -38 -1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3 0 -4 1B. Shading (Shade Closed) North - Slab Floor Etrective Percent Glass Mass _ (percent Stags x SC) Multi Mass Stories Attached /CFA One Two %GcM lass Nor& Eat South West SlgrWt 18 -14 48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8- -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56• 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 .7. -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 no . not allowed 3 7 8 10 9. Interior Thermal Mass Interior North - Slab Floor Raised Floor Mass Family Stories Multi Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 i 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 '13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall North - le - Sum of 1.6 c. Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 0.40 3 5 2 4 1 3 0.60 0.80 8 10 6 8 4 5 1.00 1.20 13 13 10 12 7 8 1.40 12 13 9 1.60 10 13 11.- . 1.80 10 12 12 200 10 11 13 11. Heating System SE or KSPF (assumes ducts In attie) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,m North - b. Sum of 1.6 c. South d. West -25 or -24 to -14 to 4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more - 0.72 6.60 0 0 0- 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 -3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 - 11 9 .7 0.95 8.71 _ 20 __18 15! _13 11 8 0 Effecd;e SE or HSPF 4 3 (SE or HSPF x duct efnciency) _ Effective -2S or -24 to -14 b -4 to +6 b 16 or SE HSPF less -15 -5 +5 +15. more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 .18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 .4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7- 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,m Point System Summary: Climate Zone 11 SCORE CARD Measures 1. • Ceiling Insulation ; or R -value 1381 U -value [0.030) 2. Wall Insulation 1213 or R -value [11J U -value [0.098) 3. Raised Floor Insulation or R -value 119) U -value [0.037] 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a.. North - b. SEER c. South d. West (assume; duets In attic) 8. Shading (Shade Closed) a. North Stm of 7-10 East c. South -25 or .24 to x1410 -4 b +6 to 16 or SEER less -15 i .6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 �. <. 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 WINC & 4.2, is: 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 115% 12.0 15 13 11 9 7 5 X13.0 20 17 .1 1 14 12 9 6 60% 6946 Effedive SEER 75% (SEER xAuct eMclency) S;::t) of 7-10 Effective -25 or -24 to -1410 -410 4610 16 or SEER less -15 -S +S +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 -4 i 6.6 -5 -4 -4 -3 -2 -2 1 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 0.3 10.0 22 19 16 13 10 7 2• 11.0 26 23 19 15 12 8 3.7 12.0 30 26 22 18 14 9 5.4 13.0 33 29 24 20 15 10 1.6 1.8 Zonal Control Adjustment 2.2 2.4 26 2.8 3 10 8 7 6 4 3 4.5 4.7 No Cooling System Installed 5.1 �_Stories 5.6 S 8 40Y. 0.7 0.9 1.1 1.3 One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family l4taehed and Attached 4.7 4.9 5.1 k lh* Size isQ 1 5.5 Water 5.9 ;499 1200 '1700 2200 2700 Heater Credit or s b to to • or Type Type less '1699 2199 2699 more SG 4.8 0 � �� 0 _ 0. 0 0 S? Solar No 12 '' 8 .- 6 5 4 HP -HWR 8 5 4 3 3 3.5 WSB 5. 3 3 2 2 4.9 POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12� 2.3 Solar 1 1 1 0 0 3.8 HWR -18 -12 -9 -7 -6 5.2 WSB -25, -16 -12 -10 -8 1.1 POU _ -18 _ _-12 .9 .7 -6 2.6 IG None --5 -3 -2 .2 -2 4.3 4.5 Solar 7 5 .4 3 2 5.9 6.1 POU .3_ 2 1 1 1 2 IE_ None -28 -19 -14 -11 -9 ! 3.9 Solar -8 5 4 3 3 5.4 5.6 POU -10 -6 -5 -4 -3 1.5 Multi-Farnny (individual units) 21 2.3 2.5 2.7 Unit Size (s 3.2 3.4 Water 3.8 699 700 1200 1700 2200 Heater Credit or b b b or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR .9 5 3 2 2 85Y.1.4 WSB 9 4 3 2 2 2.7 POU 9 5 3 2 2 .I SE -None -45 -23 -15 .11 9 5.6 Solar 2 1 1 0 0 1.5 HWR -23 -12 -8 -6 '-5 3 WSB -25 13 -8- .6 _-5 4.5 _23 -12 -8 _ 53 -5 IG None ; .8 1 -4 -3 ,� -2 1 4 1.6 Solar.. 6 3 2 1 4 1 3.1 POU_ 1 0_- 0 ^ 0 • 0 4.6 None -30 -15 5.2 -10 -8 -6 - Solar' 18 9 6 4 4 - POU -8 -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. • Ceiling Insulation ; or R -value 1381 U -value [0.030) 2. Wall Insulation 1213 or R -value [11J U -value [0.098) 3. Raised Floor Insulation or R -value 119) U -value [0.037] 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a.. North - b. East c. South d. West e. Skylight - 8. Shading (Shade Closed) a. North InteriorMasslCFA East c. South d. West e. Skylight 9. Interior Thermal TTVC 2 fuss TYPE ''KAREA = 8 Exterior Wall Mass ND. L OR AREA X SE or HSPF Duct Efficiency [0.781 Effective SE or [0.71)6.61 HSPF [0.5615.151 meq X = . F'y- SEER [9.51 Duct Efficiency [0.741 Effective SEER [7.031 41.74UINC.e.Il Ic.rpeted ef.bl t TYPE 1 MASS WINC & 4.2, is: exposed - slab) 00% 85% 90% 95% 100% 105% 110% 115% 120%12511 0% S% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 6946 70% 75% OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 ' 1.5 1.7 1.9 21 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 IA 1.6 1.9 2.1 2.3 2.S 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2• 2.2 24 27 29 3.1 3.3 3S 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 32 3.5 3.7 3.9 4.1 43 4.5 4.7 4.9 5.1 5.3 5.6 S 8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 28 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2.5 27 3 32 3.4 9.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.S 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 43 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 S.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.6 2 2.2 2.5 27 2.9 3.1 3.3 3S 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.S 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.0 6 6.2 64 66 85Y.1.4 1.7 1.9 2.1 2.3 2S 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 6.3 65 67 90% ' 1.5 1.7 2 22 24 26 2.0 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 6 6 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 9.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.0 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 2t 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 110% 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 S.7 5.9 6.2 6.4 -6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 S.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.0 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. • Ceiling Insulation ; or R -value 1381 U -value [0.030) 2. Wall Insulation 1213 or R -value [11J U -value [0.098) 3. Raised Floor Insulation or R -value 119) U -value [0.037] 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a.. North - b. East c. South d. West e. Skylight - 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating or R -value [01 F2 factor 10.771 Standard 4 Type [double) U -value [0.651 % Total Glass ( 161 % Glass SC Eff. % Glass 3_ X _7 �J x _ /.77- 2 X % Glass SC Eff. % Glass �O x-_ .V X __ /.5 X = 0 TYPE 1 MASS AREA = 8 InteriorNnss/CFA COND. FLOOR AREA TYPE ''KAREA = 8 Exterior Wall Mass ND. L OR AREA X SE or HSPF Duct Efficiency [0.781 Effective SE or [0.71)6.61 HSPF [0.5615.151 meq X = . F'y- SEER [9.51 Duct Efficiency [0.741 Effective SEER [7.031 Point Scores -I?- 0 D o Sum 1-6 0 Type [SG] Credit [none] �- Point Total. 4 RT. SIDS fLiVAilOA NATjvK"pRflUftr#ST 140.186A -16X2401175 �I-- _77- \,C0 77-- — -- c -' HPC iCIH I11 C., INpEG -r -tD� .1 t ---- � APPROVED Butte County C.11;=,iiro mental Health ©at nature �QUN�AY�D N PN M +moi'' V- 1 4' \�% ft K I _� 2'�'►t � t I � i I t it � N 8 -» ► 16A e1.. NO. 7195 I 6 un g RUN. t `Oo cd W o V U0 Q°O m a� a 00 O M N O N oo woo �y M W tit... Ssi cx Q QG.. er A V W GENERAL STRUCTURAL NO"EFS i. TUE CONTRACTOR SiTALL RF,VlrNV AL1, SHFETS OF PLANS AND VERIFY ALL DiNIrNSIONS AND CONDITIONS AT TTIE•, .TOB SITE, PRIOR TO STARTING OF CONSTRUCTION ( ANY rXC:AVATION FOR FOUNDATTONS)AND TIIF DrS1(-,N F,NGiNr.rR SIiALL HE NOTIFIED OE ANY DiSCRE.PANCIES WITH ANY NVORK SO iNVOINH). 2. ALL PIIASES OF WORK SMALL CONFORM TO TILE MiNIMUM STANDARDS OF Til, I.ATrS'i' APi'LICABLE EDITION OF TIir CALIFORNIA RfI1LD1N(; CODE, AS REQUIRED FOR CONVF,N'rloNAI. ucirr-FRAMs CONSTRUCTION. FXCrPT Wiinu: MORr S"i'RtN(T;N-r REQUIREMENTS ARESPr•,CIFICALLY NOTED ON PLANS. ?. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL fir OF THE SAME NATURE AS 1110SE Sl-IOWN FOR SiMiLAR CONDITIONS. 4. 1t' 1S nie CONTRACTOR'S RESPONSIBILITY TO COMPLY WiTH THE PERTINENT SECTIONS 01' 11 THE "CONST'RUC'i'ION SAFETY ORDCRS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSiIA REQiIIREWNT:S. AS TTiCY APPLY TO THIS PROJECT. THrl)ESiGN F,NGfNECR ANT) THE OWNER -- DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPi.Y WiTH To V4I (;i THESE REQUIREMENTS. 5. TTIC CONTRACTOR SIIALL BE RESI'ONSMI.r. FOR ADEQUATE DESIGN AND CONSTRUCTION OT' ALL FORMS. BRACINGS ANF) SHORING REQUIRED FOR CONSTRUCTION. c 6. .FOUNDATiON DESIGN IS BASED ON ALLOWABLE SOIL, BEARING PRF,SSUR . OF 1500 PST: (NO SOILS REPORT). ` 7. ALL FOUNDATIONS SIIALI, Bi:AR ON LEVEL GRADE ANT) CiIANGiES iN E-L17VAT10N STIALL BE I * { MADE BY S'FFPS OF i'_" MAX. I IEIGIIT AND 36' MiN. WIDTH. CONTINUITY 01' FOOT IN(I R17INFORCING SIiALL 613 MAINT'AiNED. S. ALL SAWN STRUCTURAL MEMBERS ANi) THEIR FASTENING SIIAILL CONFORM TO CBC AND I ._ SHALL 1117 OI' MINIMUM GRADES AS FOLLOWS. UNLESS NOTED OTIIERWiSI 2x R <lx M[:MIIFRS D. F. NO. 2 EXCEPT NON REARING 2x STUDS & PLATES, 2x BLOCKINGS D. F. S'T'UD GRAD[: 6x MEMBERS D. F. NO, 1 9. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.00 STRUCLAM (SL,) AS MANUFACTURED I RY WILLAMETTE INDUSTRIES. INC. (iCBO REPORT NO. NER-5718) OR 2.Or PARALLAM (PSL) AS MANUFACTURED 13Y TRUS JOiST (im REPORT NO. NL -R-4979) OR APPROVED EQUAL. i 10.ALL WOOD 1N DIRECT CONTACT WiT'H EARTII Oft 1N CONTACT WITH CONCRT;TE SHALL BE PRESSURE TREATED HEM FiR OR FOUNDATION GRADE.. ( CLOSE GRAIN) REDWOOD. II.PI,YWOOD SIICATIIING SHALL CONFORM TO APA U.S. 1'RODucT STANDARD PS 1-95 AND OSTI SHEAT'IIING TO APA U.S. PRODUCT STANDARD PS 2-92. SiTI?ATTBNG SfIAI,L BI-' PI,ACI;O WITH FACE GRAIN PERPI]ND1CULAR TO SUPPORTS (1N COMPLIANCE wrl'l l TABLE 23-11-11 01 CBC - r DIAGRAM CASE I). U.N.O. 12. WOOD NAILING SiIALL BE PROVIDE WIT'11 COMMON Wi rE NAii-S OF SIZES AND NUMBERS PER TABLE NO.23-i1-B-1 OF CBC EXCEPT WHERE MORE SPF.CirTC NAILING IS NOTED ON 4 - PIANS. LOUIVALCNT CAPACI'T'Y FAS'T'ENERS APPROVED BY iCBO MAY BCI oscm. IAF 13. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BYSiMPSON STRONG-TIr L COMPANY. I:QUIVAI,EN'F CONNECTORS APPROVED I3Y 1CBO MAY BE USED. Ell. 14. ALL ANCHOR. LAG AND MACHINE BOLT'S SiIALL CONFORM TO ASTM A307 REQUiREMENTS � FOR UNFINiSi1ED BOf,TS. T5.TIIC ULTIMATE COMPRESSIVE STRENG•ril OFCONC. SiTALL BE 2500 PSi MiN. 1N 28 DAYS. 16. REINFORCING STEEL S11ALI. CONFORM TO REQUIREMENT'S OF ASTM A615, GRADE.. 40. 17. SPLiCFS IN CONTINUOUS REINFORCEMENT SHALL Br 30 'BAR DiAMtl l"CRS 0R 2<i" MIN, IS. REINrORC'ING. DOWELS. ANC11OIt BOLTS, ANCIIORS, I:TC. YO BE EMBEDDED IN'T'O ('ONC'RGTE SIIA1.1. III: SECIIRI]AA POSITIONED BEFORE PLACING OF CONCRETiE. SUEAR WALL SCII DULF, - "DELTA" SYMBOL ON PLANK F (� R T ( t� a C D ETA I i 1. 3/8" OST) OR PLYWOOD CDX WiTIC 8d a 2"112". 10- 1/2" DiA. OR 7-5/8" DIA, A.nourS. iID10/1 U `, L 1" L J,, iiOLDOWN ON 4x EDGE ( KING ) STUDS W/ SSTB28 A. LTOLT TO FOO'i'iNG. WID'T'II OF PANEL AS NOTED ON PLANS. SEE NOTES BELOW. 2. PORTAL FRAME 318" OSB OR PLYWOOD CDX Wrm 8d Q 3„/12", 2- 112" DIA. OR 2.5/8" DIA. A. BOIJS a, CACI-I PANEL. Wlt)-r4T`OF PANELS AS NOTE -0 ON PLANS. SEE NOTES nrLOW AND DETAIL. ON PLANS, NOTES: A. CONTINUE WALL SHEATI-IING DOWN TO THE FOUNDATION PLATE. MALA, A": BOLTS qTx FOUNDATION PLATES 511 L nr 12" LONG & ALL WASIICRS SiTALi BE 2" SQ. x 3116.. THICK. C. USE ONE SIZE GRI:AT"TiR SSTB L A. BOLT WI -1-11 CONCRi-1 -1 I'OfiNDAT'10N PLACED IN TWO POURS. 1). USE 3x DOUGLAS FIR FRAMING (MiN.) AT SUEATLitNG .JOINTS ( SPLICES ). . USI.. 3x P.T. Ilan FiR ( MIN.) FOUNDATION PLATE W/ SST0 OR SSTBL A. BOLTS. ALTERNATE TO 3x P.T. FOUNDATION PLATE - USE 2x P.T. PLATE AND DOUBu.-, THE NUMBER OP 'NOTE) A. BOLTS. F. WIIERC 2" o.c. OR 3" o.c. EDGE NAILING IS REQUIRED, NAILS S)TALI. BE STAGGERED. To 2.xc naL1 G, :fitJp . - I--�, —((OAS Herd �y TO 12-Ac- +N. _14 1 { 1� 1 �I qU,✓Gs T >✓4'N"% n� �'�Cn G�IP{�'L� : _�. ._.kJ.r.: � G,�rli"� HC!`�i?�.�', � t��► � >`' � � 3I I O's eA g 3 ce- a %ies 4 'fv fes: rTt7m pF H PP,, Go � '7'lI U�,loeg Zaw! ee 'ai• �a�'��LN D N T F�AMJG_ NO, 7195 141AlP a, Z rT Z. �N, lvo 1�rsl to 1i ` __ _ '-� BRACED WALL SCHEDULE • 11•� � �' � � � / "' � 3/8" MiN. HARDBOARD 5f{FAIRING WiT'Ft 8d 4" O.C. EDGES, 131" O.C. iNTERMEpfATE II Z_41� ell SUPPORTS PER CBC T23-1 I -C P2 B 1/2" OR 5/8" GYPBOARD, 8' MIN. LENGTH iF ONE SIDE, 4' MiN. LENGTH IFTWO _ SIDES, FASTENED 7" O.C. PER CBC T 25-1 FOAM E DETAIL • Iv l WATOOK" PRWrYAST NO. 166A-18X2401•7s u4 REVISIONS BY DRAWN icL n • 1 - Ti • 1 . • i {i= a III � t� k Y t t, x q DRAWN icL .. ' 92 ^k�}' LONGFELLOW LBR - r JIJL 29 rf n v • Y. fe.r rrq uqx .• u:• r .:1. • • ..i••,q •r 1iY1++ IY •i,�;H«Ynw•I�rq.• e—. �,!.M', •Yrr. • Iw. •. •'�, .• Ylii.. owf•«t t Ir•rr fl�.�asr i .• . i• .- . •,• n♦re •.«, n 1 rYtrr q.+ r n•., • f. rlrNi, V. IrY.•Mvt'. M. •y+Y•• �. r •. Y • ♦ r • H. �rllr fl 1 M1 r. r . • I r • • V n 1. f ..... 1{rw ��! r i iH•1„ ♦. � ♦.. rr••flw. .: ..w.r•r,W Ar•r i.ji'fr♦. e♦• Y nfi e.•nrN rr� r.lwl♦ •• rwr wr«•:,eS •r,+r. mal .Jt � rl nA Y".!n • s�nl ♦ n r • r ..• w r.r ♦ a . r H .i• •• i. .♦ N a .. rrr w .... • .. 1. ! .. _r a la ♦ Y'..1 .M♦ wr r l r 'f .....,i -1 it l►r M.}f �.••M. 1 R- 1 �• r Il 1,1 1; IN: I n . • w•.Mn.nlr•". •..r •• •r Y r..a .•• ai •• �.•ir• :.n ' .' r d.+ • •N rAr.w•,x•!wl s• ,••+rwn •—. 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