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HomeMy WebLinkAbout068-360-144�7 I 01-79 PICKERING, KEVIN & JUSTIi A7 CASTLE CREEK OROVI L ALE. CON"f: JIM POTESTIO 2'ZD"o3 PRIVATE DETACHED GARA - 068-360-144 02-0591 PICKERING, KEVIN 27 CASTLE CREEK, NSF 413R, 4BA D' 068-360-144 04-2421 PICKERING, KEVIN 27 CASTLE CREEK, OROVILL Cont: POOLS BY JAY INALED POOL MSTRtt01-515 ti NOTES ,� r 0 n / "FV RESIDENTIAL. PERMIT NO. _ 068-360,144',__, _ 64 2421, , y. PICKERING, KEVIN =' { 27 CASTLE CREEK, OROVILLE, ` i{ Cont: POOLS BY JAY POOL MSTR#01-515 t. t, 4 , 1 S n C " E, k .1 r SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER } l t 0 n / "FV RESIDENTIAL. PERMIT NO. _ 068-360,144',__, _ 64 2421, , y. PICKERING, KEVIN =' { 27 CASTLE CREEK, OROVILLE, ` i{ Cont: POOLS BY JAY POOL MSTR#01-515 t. t, 4 , 1 S n C " E, k .1 r SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J=OK 0 = Nbt OK'- . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts'Beams-Rftrs-Connectors Shthg-Frg-Bracing . 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance, Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch. 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts'Beams-Rftrs-Connectors Shthg-Frg-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors - 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Saks -Easements LO'Soils; Co ion -Structure Stability of Structure; Steel -Connections -Thickness Dead Men -Lining lec. Receptacles and Lighting, Distance-GFI �. c.; -Pool Lighting; 15 Volts-GFI Alec.; Enclosures; Conduit Entries -Terminals -Listed L7r@ .; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit JA!Plumb-Cir. Test -Water SUDDIV Test Date Card B-1 Date Card B-1 Dat " Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 20. Shower Pan; Test, First Floor -Tub Access Garage Fire Protection Framing -RC Channel 21. Test Tub & Shower, Second Floor -Tub Access Property Line Firewall & Openings 22. Gas Pipe; Sixe & Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 23. Fire Sprinkler; Test Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 59. 24. Fixture & Transformer Clearance -Ins. Protection 60. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 61. 26. Size Boxes & No. of Conductors Stapled 62. 27. Romex Installed Close to Edge of Studs & C.J. 63. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al FINAL (Plans) OK except #'s 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Ext. Steps -Door & Sidelight Protection -Landings 32. Service -Riser Conductors & Ground Main Disconnect Smoke Detector 33. Equip. Clearances Panels-Motors-Mech. Equip. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 34. Clothes Closet Light -Shower Light -Spa Light Bedroom Exiting 35. Smoke Detector G.F.I. & Bath Fixtures & Tub Access -Spa 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 72. 36. A.C. Ducts Insulation & Support 73. 37. Vent Fan, Exhaust above insulation 74. 38. Condensate Drain & Overflow, Size & Grade 75. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 76. 40. Attic Access & Platform if Furnace in Attic Date Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 Date Plb.; Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) _ 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instid./Drive 0 Yes O No/Walks 0 Yes Cl No/Planters 0 Yes Cl No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042421 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/03/2004 APN• 068-360-144-000 the Business and Professions Code, and my license is in full force and effect. L' —5 31136� 6� License Class: License Number: Site Address: 27 CASTLE CREEK DR ORO Dater -3—C4- Contractor. BC)0LC--1 Map Index: Description: POOL MASTER 01-515 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 Owner: PICKERING KEVIN L & JUSTINA L to its issuance, also requires the applicant for such permit to file a 370 MISSION OLIVE RD 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 95966-9324 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: PICKERING KEVIN L & JUSTINA L 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 Contractor:. POOLS BY JAY not apply to an owner of property who builds or improves thereon, • and who contracts for such projects with a contractor(s) licensed CHESSON, JAY pursuant to the Contractors' State License Law.). PO BOX 1137 ❑ I am Exempt under Article 3 of the Business and Professions Code GRIDLEY, CA 95948 530-682-5003 Date: Owner: License #: 738866 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: 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: Carder'5TA-�-- t-- JQ Total Square Ft: 0 S.F. Policy #: 1 to D- y D I QL Valuation: $0.00 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, I 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: — C) % ( �� —!21- Applicant:�j? iUL WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i hereby issued under thea plicable provisions of the Butte County Cod . nrVor I hereby affirm that there is a construction lending agency for the Resoluti to do work in ' ed abov r whic fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 71 6 Name: BY Date: P()V ER IT EXPIRES ON: Address: Dat ef ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 12v� �l�j��{� % 20,,J'rZ Signature: Date: 0 Owner Contractor 0 Agent for Owner ❑ Agent for Contractor ! 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: G1r� T 1 ASS • S tPARCEL NUMBER V �• !1�• ! Proposed Building Use: �GJ C' `Sly Counter Technician: Date: - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in onter� apply.T- �2- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of1hese 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 For ry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: ar(B)Parking: (C) Parcel Check: Q ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: C/ 211 When issued Telephone and hold for pickup. I have been informed of thef abovee. items and requirements for obtaining a building permit. : V `or ,( Applicant / l`� l- Date: �' (L5 -c `i- 1. Index permit application for the above items numbered: Plan Check Lett items required AAA $6n actor signer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: actor, designer, owne was advised of the above da b phone, ❑ mail, ❑ counter, Date: Plans reviewed by: Date:. Plans approved by: Date : 6 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division'� V.;���' i s,.7li E.H. USE ONLY 4�-- plot Pian Attached ✓-- ' door Plan Annchad Sant to B.D. Iif TO: Building Department FROM: Environmental Health SUBJECT: ^ Sanitation Cleara n re,,1 ' Ovw.ner °J �% . Location AP# Plan Approved for: Sewage Disposal s' Water'Supply: Public .% Private Well Clearance for dwelling. Other ✓Q aP.n�r.c�.� ��-'� �� J /-oma"� Hold final for: Final clearance O.K. for: NOTE: � _ //qf/,rye/r`_ _l /� �9 ©� `. ✓ � � . } Environmental' Health Sp cidlist Date 3 th�' -�sxy V -:t f A '�,.� �{ °. Y 1�#:.•y� i f •f s • t r � ;� -� � . +- s y -.kms , r ti -r x .-, _ _ - ......r ..-'_•:.. _ 7 < n < X..+..ei:`, i'r... ... .... e!!ef � ., k. Y.{ I. - ''. N _�,[�"+. APPLICANT PLEASE CONTLETE SITE PLAN REVIEW APPLICATION Date: ��-5�CfL� AP# Permit Number (if applicable) APPLICANT INFORMATION 3 ' Parcel Size: t Owners Name:. 7 n Owners Address: o` G� CAU-&- Telephone No., (.� �(i�D? OC7(5 Situs Address: SA Proposed Use: - ,. , r I Si . L�- r �� • • L Residential ; ❑ New Single Family Residential ❑ ,Single Family Addition ❑ Single,Family Remodel ❑ Mobile Home Residential Accessory beA011' , [ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie). - ❑ Temporary Travel Trailer J - ❑ Multi -family `. Non-residential = y ❑ New Commercial - ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel ; Other ❑ Septic ❑ Well , ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) - 0 Approved ❑ Conditionally Approved • ❑ Resolve Problems Prior to Approval Site Plan.Stamped Approved By : Date )41.4 " Page'I 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) ��,, J SRA - (CDF to determine specific requirements) �" F -1100 -Year Flood Plain: . (See at ched) • Flood Zone: 1 • _ Flood Panel No.: 6606 CO 0.2--Z 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: A- _ P_ Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 0> Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Jr r Side Street Rear i Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 0> ❑ Applicable Development Fees: ' Standard Fees Amount t r, ` Formula ' ❑ Fire`- ❑ School*' - ❑ Paiks/Recreation ❑ Roads ' ❑ Sheriff ❑ Drainage NCSP/CSA 87 Y " ❑ Chico Urban Areal Road ` ❑ Thermalito Impact ❑ Other ------------------------------------; ------------------------------------------------------------------------------------ Subdivision Map Special Fees r❑ Water. Tender A 1 F ❑ 'Road Improvement ` . ❑ North Oroville Area ❑ Other (per map) - Check with school district to verify actual fee. if pre -application review. -A final determination will be made at the time •of . the building permit. Parcel Created By ❑ Deeds: ' Date of Creation: , 4 Legal Access Provided: E] No Yes Deed of Reference: • " —1 Legal Access Required E] No* ❑ Yes .Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes " Comments: t , j Parcel Deemed' to be legal • 4 ' Verify Legal Parcel . ❑ Verify Legal Access ❑Provide Deed of Creation El Obtain a Certificate of Compliainee a ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ElConstruct-road'to: El Meet Parcel size required by zone '❑ Meet current Environmental'Health Department requirements ----------- ----------------------- ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------- - ' � � • ,. - ' , � Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: to / 5 Lot: 3 Book: %l7 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: 49 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 roa FE -1 Page 4 of 5 El Summary of Specific Requirements: , t � f • 1 This information provided in this summary is based on the`a of review. pplication information and on the best available data at the time , C:U arrys\Building Permit Site Plan Reviewl.doc e Page 5 of 5 Building Permit Number: T Owner Name: GKerrYt c� Residential Construction Requirements J IMPORTANT' This ,set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make'any changes or alterations on same without written permission from the Building Division, County of Butte. , ` All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code , ' (2001 U.B.C), 2000 California Plumbing Code ( 2'000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood.plain. Finish floor, electrical, H.V.A.C. equipment and services.shall be a minimum of one foot above the elevation - shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements:. 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate bn top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, .heating, ventilation, plumbing and air conditioning equipment and , facilities located above the plate. 4.1 At least 2 openings in exterior walls, located -on opposite or adjacent walls with a total net area of not less than 1. square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The -openings may be screened or covered with other devices that will permit automatic- entry and exit of floodwater. - Page 2of 2 Building Permit Number: ©a 2-1 a Owner Name: Q� t G��2�►�� - . Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. • Fire sprinklers are required in this structure. , The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of, ? feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of: structures and equipment except for a 2 foot overhang. ; Expansive soil may be encountered on this site. This condition may require the - foundation to'be designed by'a California registered engineer or licensed architect. r . LAND'ham. -_ . _ u�� D OF NATURAL WEALTH A N D BEAUTY BUILDING. DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE? OROVILLE, CALIFORNIA 95965 TELEPHONE: (530) 636-7541 6 FAX: (530) 53B-2140 October 6, 1999 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte Co UntY Effective Date: January 11 1998 To Whom It May Concern, date of the Swimming Pool Safety Act, (see back page) In December of 1997, just prior to the effectiveCounty. Due to the, poor contractors in Butte we initiated a letter of explanation, and a mailing to all pool and how wording of the Act itself, a number of questions have arisen concerning compliance with the, Act describe how enforcement will occur in Butte County, and are to enforce it. We have revised our letter to again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming pool Safety, Act including: 1. In our review of legislative considerations; we discovered that when co accommodation was provided to allow exit alarms on doors providing direct access t 1 0 the Pool, it was assumed that a nforming -existingpool or perime-ter, fence was already. in place.' However, in many cases there ii no icpre . 'losure, I and unless the residence I is one side of an'enclosu're whh entirely surrounds the parcel enc• POOL installation of exit alarms alone does not constitute compliance. form.Building Code, A . ppendix, Chapter I 4, Division 1, and the 1997 Uniform 2. The 1994 Uniter 4, Division 1, specifically allow the use of chain link fencing Building Code, Appendix Chapt 114 inch will continue t� allow the use of 11 gage, 2 as pool barrier material. In Butte County we will be considered on'a • mesh, chain link fencing as pool.bartier material. Other types of fencing - Please call; cast by -case basis, based upon the requirements of the Swimming Pool Safety, Act for clarification prior to installation. mming.p6ol, and be self - 3 All access gates through the enclosure shall open away from. the'swi s closing with a self -latching device placed no lower than 60 inches above the ground. Thi' includes large gates for vehicle access, ns concerning this matter, pltase'contact this office at the address or phone' Should you have further questio cOnc number listed above. Sincerely, k :;C.B.O.i ael C. ieira, C ,, �.r Riiildinalnsvection .� v QQ � y A 4.zo 10, •maVIN y __�<dd N .�ocl0 bio ° ~ w , ••' ra �' $ •`d .� a� ...t `� "� • u ` by � .gyp .�' � y �,.., bn a� •r� Cd 40. ~ a. a •d �, �, F .ra ai 'bb .. -02! 01 bA �n � • n3 c� gg o o a� bob75� o• a... �� °.�' $.g ea$ i� c u chi 6b .°a 48 0 4) aU.w u -. 4 . °° a 'P '�+° S, •any o ; a 8 r� N"" o. gb u o �,;'d0 r. .g > '° •� a '" ai u a W$uIA4.4 u 5 § a en -- •9 u ° o a0 ° °' `v o op •13 gj •rte u S. � >` � � (-• � . � � _ � -8 mai 0 �° a� e� -s u S V' o u EA ado � a ani'G 19 q bri AI H Cd 40. 0 cd to.,' $'r, a $ �-2 osf ~�3 .. a o �b-~�'� tet" `" 43 �•� awn °° Q .� en °. 0J 9 o V g erndl 4. 014 0. � � dq a7 � +y �J O W� • I�Nu°� >uo m 3 ...� .g`goo " 0 0�.� �•ao u d IA V, p.°. D+ u' IA ° p O V u snO-°.� oWs�Wd3p o$6•odd�w �-c" ell cli N N kA rU, .-a N o� 0 N o� z O U w w a O U a a d O OR w o3 N .� v QQ � y A 4.zo 10, •maVIN y __�<dd N .�ocl0 bio ° ~ w , ••' ra �' $ •`d .� a� ...t `� "� • u ` by � .gyp .�' � y �,.., bn a� •r� Cd 40. ~ a. a •d �, �, F .ra ai 'bb .. -02! 01 bA �n � • n3 c� gg o o a� bob75� o• a... �� °.�' $.g ea$ i� c u chi 6b .°a 48 0 4) aU.w u -. 4 . °° a 'P '�+° S, •any o ; a 8 r� N"" o. gb u o �,;'d0 r. .g > '° •� a '" ai u a W$uIA4.4 u 5 § a en -- •9 u ° o a0 ° °' `v o op •13 gj •rte u S. � >` � � (-• � . � � _ � -8 mai 0 �° a� e� -s u S V' o u EA ado � a ani'G 19 q bri AI H Cd 40. 0 cd to.,' $'r, a $ �-2 osf ~�3 .. a o �b-~�'� tet" `" 43 �•� awn °° Q .� en °. 0J 9 o V g erndl 4. 014 0. � � dq a7 � +y �J O W� • I�Nu°� >uo m 3 ...� .g`goo " 0 0�.� �•ao u d IA V, p.°. D+ u' IA ° p O V u snO-°.� oWs�Wd3p o$6•odd�w �-c" ell cli N N kA rU, .-a NOTES 'RESIDENTIAL PERMIT NO. 068-3,60-144 02-0591 KEVIN & TINA 17 CASTLE QrPT U X VILLE NSF 4BR, 4BA SPECIAL CONDITIONS CHECKED, BY — SRA — FLOOD CERTIFICATE REQ. — FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS - SUB -STANDARD HOUSING LETTER OFFICE COPY AddreSs GAS Meter By Date EC m M rp y JOB FINALED'(Date) 4a'Ac Signature V., ✓ = OK 0 = Not'OK - = Not Applicable = Not Reidy; MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1: Zoning Requirements -Setbacks -Easements 1. 2. Soils; Special MH Support Sketch Footings; Size -Spacing- Marriage Line"- i 3. Sewer; Location -Test -Fall -C/O -Concrete 4.-EIeclricity; MH Test -Crossovers -Breakers -Clearances 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Water and Sewer Connected -C/O to Grade -HD Approval 6. Gas; Location -Test -Wrap;-/ /" L'ft.*•;. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect w' 8. Utility Clearance �. Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 1. q i' FINAL (Plans) OK except #'s Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Require ments•Setbacks-Easements 2. Footings; Size -Spacing- Marriage Line"- i 3. Gas; MH Test -Demand -Valve -Connector 1 4.-EIeclricity; 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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 1. q i' FINAL (Plans) OK except #'s MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) QK except #'s )t 1. Zoning Requirements -Setbacks -Easements+ 4. I3�' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Elec.; Pool Lighting; 15 Volts -GF] + ' 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 7. 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane boards- Ins. to Main in Conduit i % 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures r 6. Carports; Windows -Doors Light Niche 7. Electric 8. _ Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nail ing-Veneer-Stucco- Mesh \J { 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date -` ,- --%,2jCard B -V - Date Card B-1 Date. -"" Card 13-1• Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability .2� 0 ! , A 3. Pool Structure; Steel -Connections -Thickness - • ,` ! _ Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts -GF] + ' 6.. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane boards- Ins. to Main in Conduit i % 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Mme`. V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single Date /Onderfloor (Plans) OK except #'s Z g -Setbacks -Easements -Flood -Slope Ftg,Main; Soils-Elec. Grnd.-/(!5/" Ftg. Deptl cN tg., 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 W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Eleytric Underground d2!Pleryums & Ducts; Clearance -Material -Support -Ins. & Ventilation 16. Insulation Date , , Card B-1 , Date Card B-1 Dat r O Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s _77Water Htr.; Vent -Access -Combustion Air Baffle &!ajer Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access &>--rest Tub & Shower, Second Floor -Tub Access f22 -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 g3,,FiRture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors _ ize Boxes & No. of Conductors Stapled be"R-ornex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mach Fasteners -Bond Gas & Water �2�2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes ❑ No rvice-Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. Clo bes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 4 i A.C. Ducts Insulation & Support Date ent Fan, Exhaust above insulation Date V V lam' . Condensate Drain & Overflow, Size & Grade Date Q38'Fumace- Vent Access -Comb. Air -Return Air Vent 115 outlet Date tic Access & Platform if Furnace in Attic gsa�xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Lairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors �lls Studs -Nailing Spacing & Braces -Plates -Sound d g Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing & Duplex) Date FRAMING (Continued) (46!1'-1angers-Post Caps -Anchors -Connectors Date L47--elrng. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. Date 4 i �B fireplace Ties or Type A Flue -Fireplace Throat Clearance Date ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date V V Windows or Exiting Doors -Sill Ht. & Dimensions Date t4417 Garage Fire Protection Framing Date L-a�.roperty Line Firewall & Openings gsa�xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Lairs; Width -Headroom -Rise -Run -Landing -Fire Protection AS ood on Roof Overhang -Attic Vents -Ratter Outriggers _. Siding -Nailing Veneer 57, �co.Me&444i�4creed-Fd. Vents-Underflr. Access �= Glazing Area -Glass Protection -Skylights -Plastic Walls; Nailing -Bolts __shear 0. race nterior/E rior Wall I nets d sulatio all - eilings �' 6 Infiltration- ails -Windows Date- Card B-1 A ate Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings 4W.11rinoke Detector urnace Vents -clearance -Comb, Air-Connector- Ingarage; Above Floor -Ducts -Mach. Protection Lfie"B--d—L-orn Exiting G.F. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Clearance -Hearth pj/Efec. Outlets at Wood Panel, Int. & Ext. 172 -'Kit. Fjxt- & Appliance; Ground -Air Gap-Cookina Clearance lec. Outlets & Receptacles at Kit. Counter L7 arage Fire Door; Swing -Landing -Closure C. Duc ' Garage -Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection ech. Equip. Listed for Location 8 c. eceptacles in Garage (F.F.I.)-Romex Protection 9 s -u atton-Foam-Looked in Attic e rd Rails & Deck Construction -Post Caps l8l.,.5drrGBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive �J No/Walks, Lj a No/Planters ❑ Yeses rown- in mt Disconnect, Electrical -Plumbing s A e Roof, Plbg-Appliance-Fireplace-Clearance to Openings Arw�ater Well, Disconnect, Electrical, Plumbing xtenor Elec. Trim, G.F.I. Receptacle -Underground / n elation Throughout House 91. & Sewer Connected -C/O to Grade -HD Approval Address Posted Certificate -Other Certificates Comments at Final: Date Card B-1 Date 4 i Card B-1 Date Card B-1 Date V V Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 n 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 cont ct this office immediately. Date SIA X Inspector •02111,44 v REV 10/G12 i { COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICESf}i 411 Main Street • Chico, CA • 530 891-2751 7.0MY Center Drive • Oroville, CA • (530)53817541' CORRECTION NOTICE A F JJJ -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 v' completed. If u.have any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. /� -75 .x .:g 'Date 9 / v l Inspector REV 10/92 * 1 j 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 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 comple d. If you have any questions pertaining to this matter, or need additional explanation, pleasontpct this office immediately. s Inspector REV 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 C-LeA,-,'M-04 C)? — n,- S:!�L JFR PERMIT 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. t Date n / �� Inspector - ZA, REV 10/92 FROM : CHICO Insulation FAX NO. : 630-894-2475 Oct. 02 2003 04:12PM P,1 -^I I -J Hrvu [S LA INKtT5 When installed in accordance with the man- ufacturer's recommendations, Knauf batts and blankets will provide the full R -value. Bag Welght-Nominat 288 tbs., Minimum 27 lbs. "R•18 in a 5.5" cavity- Conforms to ASTM C 665 and Federal specification HH -1-521F. EQUIPMENT REQUIRED To achieve labeled R -value, this product must be applied with a pneumatic blow- ing machine and a corrugated hose with a minimum .25" internal corrugation, a minimum length of 150 ft. and a diameter of at least 3:' Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5-35 lbs./minute. Recommended feed rate is 15.25 tbs./minute. THERMAL PERFORMANCE ,(ATTIC APPLICATION) The stated thermal resistance (R -value) is provided by installing in accordance with the manufacturer's instructions the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum thickness. Failure t install both the required number of bags and at least the minimum thickness will result in lower insulation R -value. -1 BAGS PER MAXIMUM 00COVERAGE• To obtin an Thu number ofbag,� per Content- of this bag insulation MINIMUM WEIGHT . FT. Thu weight per *q. ft. MINIMUM THICKNESS Installed It'sukition' u5istance 1,000 (11 -value) of; ihould 'lot be loss thaw! morethak): I R-60 37.8 26.5 SF of In&.1011ted insulation !�houlcl not be Ic.**; than: 1.058 lbs. r-hould not be less than: 23.50" R-50 31.0 32.2 SF .869 tbs. 20.00" R-44 26.9 37-2 SF -753 lbs. 17.75" R-38 22.9 43.6 SF 642 lbs. 15.50" R-30 17-9 55.9 SF .501 lbs. 12.50" R-26 15-5 64.6 SF .433 lbs. 11.00" R-22 12-7 78.4 SF .357 tbs. 9.25.. R 19 10.9 92.0 SF .304 tbs. 8.00" R -Y3 7.6 131-6 SF .213 lbs. 5.75" R-11 6.2 162.3 SF .174 lbs. 4,75" This product conforms to the performance reduirements of ASTM C 764. Type I, and cancelled Federat5pedfiration HH -1.10306, Type I. Class B. R•vatues are determined in accordance with C 687 and C 518. 22.4 22.5 ""R" means resistance to heat Flow -The htgher the R -value, the greater the insulating power. Ask your seller for the fad shoot nn a. ah "c BUILDER'S INSULATI.ON STATEMENT Batts and/or blankets have been installed in conformance with the above recom- mendations to provide a thermal resistance of.. . Attic Area R- at Inches Sloped Ceilings R- at a inches walls R- at Inches Floors (over an unheated crawl space) R- vl at Inches Crawl Space Perimeter R- at inches 2 Date Installed Blown insulation has been installed in conformance with the above recommendations to provide an R -value of: R- using -, bags of this insulation to cover square feet of sr at a minimum thickness of inches. In t- n actor(sI, a Pfd ��". Company - Date H gder (ygnature) 2 x 4 Company ---C ZC. / V 1' 1 C FRAMING ADJUSTMENT To compensate for framing members, the number of bags per 1.000 sq. IL of area to be insulated should be as shown helnw CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR FLOORED ATTICS) Contact Knauf Fiber Glass for more information. BW -AC -08 5/02 Knauf Fiber Glass, One Knauf Drive. Shelbyville. 1N 46176 (800) 825-4434 Printed in t1.S.A • R-60 DIMENSIONS 2 x 4• 16" • _C_ FRAMING 37.2 i 24" O.C, FRAMING 37.3 2 x 6 36.8 37.1 2 x 8 36.5 36.8 2 x 4 30.5 30.6 R-50 2 x 6 30.2 30.4 2 x 8 29.8 30.2 R-44 2 x 4 26.3 26.5 2 x 6 26.0 26.3 2 X 8 25.7 26.0 2 x 4 22.4 22.5 R-38 2 x 6 22.1 22.3 2 x 8 21.8 22.1 2 x 4 17.4 17.5 R-30 2 x 6 17.1 173 2 x 8 16.8 17.1 R-26 2 x 4 15-0 15.1 2 x 6 14.7 14.9 2 x 8 14.4 14.7 R-22 2 X 4 12.3 12.4 2 x 6 12.0 12.2 2 x 8 11.7 12.0- 2.02x4 2x4 10.4 10.5 R-19 2 x 6 10.1 10.3 2 x 8 9.8 10.1 R-13 2 x 4 7.1 7.3 2 x 6 6-8 7.1 2 x 8 6.6 6.9 2 X 4 5.7 5.9 R-11 2 x 6 5.5 5.7 2 x 8 5.2 5.5 CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR FLOORED ATTICS) Contact Knauf Fiber Glass for more information. BW -AC -08 5/02 Knauf Fiber Glass, One Knauf Drive. Shelbyville. 1N 46176 (800) 825-4434 Printed in t1.S.A y 'r� APA c rry fi. Ce rtlficate "Of Conformance 'Certificate 0 5 4 0 8 3 THIS .IS TO CERTIFY that the glued laminated timber; products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: . . ANSI Standard A190.1-1992, For Wood Products,- Structural Glued Laminated Timber NER-486 Glued Laminated'TimberCombinations.And "GAP" Computer Program For Determining Design -Stresses AITC 11`7-93 - Manufacturing = Standard Specifications For Structural Glued Laminated Timber Of. Softwood Species, timber members IT IS HEREBY CERTIFIED that'the APA ,EWS trademarked structuralacco�rdance laminatwith the Engineered were produced in a manufacturing facility subject'to regular audits In spection of the.... Wood 'Systems (EWS) Quality Assurance nroga am..nt A pouti audits adequate sampl ng to verb manufacturing process and evaluation of th p conformance to industry standards -for lumber grade and glueline bond .quality. by AAe�L-7 Executive Vice President ENGINEERED WOOD SYSTEMS b e relged corporation o1 ARL— THE ENGINEERED IMOD ASWCL477ON 7011 south 19th Sftwt • P.O. Box F 700 •TacoM w� 14M Telephone: (263) 5658600 . a �QPRTM�T O, K' Department oV-PubHc Works °. C o u,n t y o f` B •t t e o. °° J. Michael Crump, Director LAND DEVELOPMENT DIVISION O O Storm Water Management Program 7 County Center Drive CD (Nl - Oroville, CA 95965 Av �5 (530) 538-7266 etlC'YJOFi * .. (FAX) 538-7171 t } National Pollutant Discharge Elimination System, (NPDES) Phase II Construction Storm Water Permit -and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement •rLESS-THAN 1 ACREI Project Description:lt\) &42� Q D Ill M 1 �j Poo L " Project• Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit, from the State of California Regional `Water Quality Control Board:, I am aware that submitting false and/or inaccurate .information or failure to apply for a Construction Storm Water Permit from the State of California Regional: Water Quality Control Board for a.project that disturbs one acre or more of land may result in revocation of -grading and/or other permits or other sanctions provided by law. Signed: Title: r i�.,. 2-- Date: j Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program • 4 ' Revised 5/12/04 ' ' _ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINA DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530)7541 PERMIT NO. (Rev.12'/96) ' APPLICATION AND PERMIT 5 8- 02-0591 ASSESSOR PARCEL NUMBER 068-360-144 ZONING AR BUILDING PERMIT OWNER KEVIN & TINA PICKERING 589 TELEP-2283 NE SO. FT. OCC. BUILDING VALUATION 201,904-00 1796 .OWNERS MAIUNG ADDRESS 370 MISSION OLIVE RD, OROVILLE 95966 — 917 11 164866-00 CONTRACTOR'S NAME OWNER TELEPHONE - 6 G 9;048.00 V v CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER - Fireplace ^00.00 LENDER'S MAUNG ADDRESS Total Valuation $228.618.00 ARCHITECT OR ENGINEER UCENSE No. Filing Fee $ 20.00 Permit Fee $1091.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 709-15 BUILDING ADDRESS 27 CASTLE CREEK DR OROVILLE Energy Plan Checking Fee 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 171 7.00 19.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15-0015.00 Each gas water heater or vent 15.00 5.00 TYPE OF WORK New CA Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _NSE 4BIR 4BA Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.001 9_00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 199.00 ELECTRICAL PERMIT I Fling Feel 20.00 OOOV OR LE:: Main Service 20.AOR. 23.o0 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING 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: I, as owner of the property, or my employees with wages as their sole compensation, . will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00 WEL.200A CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BUDS. 3.5¢,T. . MI.OUTLu 97,50 =RESIDTULT OWELEPUrLETPARATUS 8 R A OCIR. j 20 Ex, Occup. OUTLET OR FIXTURES BAL I . 0 FIXED Ex. Occup. xUTLEDTS RESIo °ERn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 206. 21 MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling -00 Hood 6.50 Ventilation PERMIT FEE $ Policy Number (rhe 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 theVI workers' com nsation provisions of section 3700 of the Labor Code, I shall fo hwith co y with those provisions. 1 X Aim Date Sign ure YAP - ner ❑Contractor ❑ Agent An OSHA permit is required f r xcavations over 5'0" deep and demolitio or construct n of structures over 3 stories i eight. Receipt No.PERMIT WHITE-D.D.S.-B.D. CANARY -ASS SSOR PNK-IRSPECTOR GOLDENROM-APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occ R U CONST. , PE TOT F E$ D H ISS E H p, ES IMP F FLO C PARCEL *1 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 i2-�0 W �j / 'Pate l "- D EXPIRES ON D e sT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT r10. :Rev12/I96). _ APPLICATION AND PERMIT > ASS ESSO R PARCEL NUMBER^ •� \ ( (J U o , 1 _ C1 ZON BUILDII�� R IT 20 OWNER i �G1 y _ ; �S/12�1 TELEPHONE SO. FT. O C. BUILDING VA ATIONYNI — OWNER 'SADO SS U02yo CONTRACrO6,S 1E� TELEPHONE --_ - — — CONTRACTORS MAILING ADDRESS I CONS TRUCTION LENDER fl • O—j _ Fireplace tJ LENDER S SWUNG AGGRESS Total Valuation $ I ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ - ARCHITECT OR ENGINEERS MAILING ADDRESS ..BvfLOINGADORESS :] /1 _ _ \� Cc� -( V�7 (`—' (Yj`i` J�1 O�� Plan Checking Fee $ - Energy Plan Checking Fee $ �,. PERMIT FEE $ �- �3 i Zi Q _ � IJT NO S UBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee' 20.00 Each Trap 7.00;°'_�_� 1 USEOFSTRUCTURE Ljr3-z_AC_ F Duplex ❑ Mobilehome ❑ Other -SFX SPECIFY Solar or heat pump water heater 23.001 Water piping 15.001 — Each oas water heater or vent 1 15.001.1 _ \ / TYPE OF WORK New Addition ❑ Remodel O L%l'Ibes ❑ flat' ❑ Other / Describe Work: \ 5* Gas piping system 1 - 5 outlets 1 1 5.00 Building sewer I15.00i Mobile Home I S G i W I @20.00; PERMIT FEE j S ` ELECTRICAL PERMIT Filing Fee; 20.00 Main Service ( o.A OR mss ) ( 23.00; , cp �� • v/ g a J *PERJ.IT FEE PA1� SR/1 � � �_ � SRA SHERIFF O /-\� � 14JK6VNT RECEXWfb> �1 "R6C�ItT :�iER� To *a wr � CO�A'tJTgR Main Service ?DOA TO IO.A i 46.00 CUP. IS- NEW CONST. ( DWELLING OC.3. OR ADDNS. d ACC. BLDS. I SC FT.I NEW CONST. MULTI -OUTLET NONRES10. I @7.soi 3,_ POWER APPARATUS b SINGLE OL4LEr CIR. I __. OUTLET OR FIXTURES ) 20 Ex. Occup. BAL so _ FI%ED APPLNS. OR Ex. Occup. (OUTLETS ',g.,6.)EA I 5.001' -.— Temporary Service23.00, —I�---I Mobile Home Facilities ! —�. I 20.00 � --- Misc. Wiring 23.00. - PERMIT FEE $ MECHANICAL PERMIT Filing Fee jj2 .00 Heating ib Coolingj I _— Hood 6.501 Ven dation PERMIT FEE , $ Mobile Home Installation Fee $ Energy Inspection Fee $ �v SPE TO AL FEE $ RQv O F P EL HO I SLE C This permit is ssued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. a By Date PERMIT EXPIRES ON re ReceiptNo. WHITE -D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT 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: ��\C'��-ASSESSOR PARCEL NUMBER06 �� �v�' I Proposed Building Use: iy Counter Technician: _Date: Items required in order to apply for a permit. All boxes MUST be checked OR marl ed NA in order to apply. .CST 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ;2/2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans,.3 or 4 sets, with wet signature on plans AND 2 sets of stam ed and s gned calculations. Z:5. Engineered truss details and layouts in duplicate. No faxes!/ Energy compliance design and supporting documentation in duplicate. PA 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ,rA 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. r _' . (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other e aining items needed to issue the permit. (May require additional plan review upon receipt oft e following ite Fees as shown on the attached Schedule of Fees Due Sheet ....................................... or 0/15. Statement of Intent for Non -heated and A/C Buildings .................................... ..... 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 1 . City of Chico Plumbing permit ......................... .......................... . 8. California Department of Forestry plan approval (a paid. Sent by:.3 19 �� ....... Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: 3 —`?.l — d 2 60. Contact Land Development about ElImprovements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone � n and hold for pickup. Q�Q L ave been info ed of a bov k ems and requirements for obtaining a building permit. 1 � Applicant: Date: I 1. Index permit application for theole items number d: J V`/'' Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data y EY phone, ❑ mail, ❑ counter, by Date: a -2.y-0 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counte by Date: Plans reviewed by: Date: Plans approved by: Date: le2 `7— Structural reviewed by: Date: Structural approved by: Date: 2— Note transfer by: J p Date: - — 0-1— Yellow: ZYellow: Building Division E ONLY �ti_ Rot Ren Anechod ooa Ren A shod Sam to a. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance V, I /PV . -3 C Owner Location AP H Plan Approved for: Sewage Disposa VNater Supply: Public Private Well Clearance for dwelling. Other Q Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 COUNTY OF BUTTE' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. P O O ED BUILDING USE' ISC�2.�I1 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ R 'dPl Ch k' F $ -- evtse an ec tnb ee............ ...... .............. t3. rte SCHOOL DISTRICT FEE -WU (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... Units x $360.00 . / A.P. # UCn JC�O I.� DATE REC ]Pj# DATE REC. l � + 'Commercial (sq. ft.) ....................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES f Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft.. Amt. 5, RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) C47. 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) a 10. OTHER i 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 plaq'c ecking process. APPLICANT Jr DATE � f W - Pursuant to Government Code Section20, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90,Js from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. equirements fora protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy -Owner (Rev. 6/00) O.B.- J 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 untilthis verification is received. 1. I personally plan to provide the major, labor and materials for construction of the proposed property im rovement : YES��' NO 13 2. I HA HAVE NOT 13 signed an application for a building permit for the proposed wo& 3. I have co tracted with the following.person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following'person to coordinate, supervise, and provide the major work: NAINIE: - - ADDRESS: CITY: PH0NNE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK { y SIGNED: PROPERTYOWNER: SOCIAL SECUIRIITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed tad returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as 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 by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may 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. ♦ 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 perforin 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 "owner builder" 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: I4rvtge'ry , C. Vi ira, C.B.O. , Building Inspection NOTE: This Owner -Builder Information is required by Section 198Jo of he California Health and Safety Code - OVER �"""�:,:y-., t.i.l..:..-af%'�'%�,•s..r+"^^`"k'��:,"v� s�"'+a'n"fir-•,^fro�,.i .f'. �`'r�y: • :hrl,r, tr., ! �. ,.�.r ^' .fi..,;i.A^^�n..�r ., . ,,�• BUTTE.COUNTYSCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District rJ ^� A1I P ' Building Department No. A.P.' Number�'i'f Jurisdiction: City _ County Property Owner V 1 ✓1 �^ q /- Property Location/Address Subdivision . Lot No. ..................................:................................................................... Residential Development. C� Sq. Footage 3 7� No of Living Mobile Home Addition/. *Supplemental to (Group R) Units Installation Conversion Permit # .(No foundation inspection; Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School"District Personnel) District Identification No School District certifies that (Applicant) (Street Address) (Phone Number). (City) (State) (Zip Code) has complied with. the requirements of Resolution. No. DI -�Oa /(� by payment of .$ / / , fo L/ representing square feet. AB 2926 $ FULL MITIGATION $ School District Representative , Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to. the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action: If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White .(applicant), Yellow (building department), Pink (school district) • feeform.xis (10/98)dmm NOTES. 7i RESIDENTIAL 068-350 144 01-2980 ,"PICKERING, KEVIN & JUSTINA 7CASTLE CREEK OROVILLE CONT: JIM POTESTIO PRIVATE;DETACHED GARAGE SPECIAL CONDITIONS — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER k . i L t a 4 RESIDENTIAL 068-350 144 01-2980 ,"PICKERING, KEVIN & JUSTINA 7CASTLE CREEK OROVILLE CONT: JIM POTESTIO PRIVATE;DETACHED GARAGE SPECIAL CONDITIONS — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER CHECKED BY k FAddress OFFICE COPY L 4 },t ELECTRIC, Meter By Date Ile JOB FINALED (Date) Signature CHECKED BY d = OK VW- Braced Wall Panels , Date Date 0 = Not OK Date Card B-� v/ ��� Date Card B-1 Card B-1 Date Card B-1 Date = NQt Applicable MOBILE HOMES 1. MISCELLANEOUS = Not Ready 2. Footings; Size -Spacing -Marriage Line 4. Elec.-, Receptacles and Lighting, Distance-GFI 3. Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Electricity; MH Test -Crossovers -Breakers -Clearances 1. Zoning Req uirements=Setbacks-Easements Drain; MH Test -Fall -Flex Connector _ 2 ning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch �% . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Tie Downs -Type -Installation Cert. 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors 11. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. Shthg.-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft. -5. Alum. Awn.; Columns•Connections-Splice- Decal- Enclosures Card B-1 Date Card B-1 Date / /'Nat. or/ /"L"ft./ PLPG (. / _ ,¢. CalportV, Wndows•Doors 7. Well Clearance & Disconnect 8: Utility Clearance r O /Z Frmg.; Sil ss-nchors-Studs-Rftrs-Trusses ¢. np; Nailing -Veneer -Stucco -Mesh VW- Braced Wall Panels Date Date Card B-1, Date Card B-1 Date Card B-� v/ ��� Date Card B-1 Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 4. Elec.-, Receptacles and Lighting, Distance-GFI 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Drain; MH Test -Fall -Flex Connector _ 6. Water; MH Test -Regulator -Connector 10. Plumb.; Cir. Test -Water Supply Test 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch' 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r O /Z Frmg.; Sil ss-nchors-Studs-Rftrs-Trusses ¢. np; Nailing -Veneer -Stucco -Mesh VW- Braced Wall Panels Date Card B-1 Date Card B-1 Dat ¢,�? Card B-� v/ ��� Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.-, Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Efec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 nfiltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes :j No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates r 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ' COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico; CA • (530).891-2751 a. r 7,County Center Drive • Oroville, CA • (530) 538-7541 ;. J ; CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately.g n cr✓ / f/ c .J f_a/ --i 7� ��.� Tire I cr b ._ ;s Date 7 — Inspector REV 10%92 COUNTY OF BUTTE BUILDING DIVISION ...:DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 .:A. 7 County Center Drive • Oroville, CA • (530) 538-7541 ry . CORRECTION NOTICE v>' G 8WNER PERMIT NO. fw A routine inspectionindicates 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 sf:' completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. o n Date / Inspector REV 1o'k p,` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DI ION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538- 41 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMITc2f) Sup ASSESSOR PARCEL NUMBER 068-360-144 ZONING AR LDING PERMIT OWNER PICKERING KEVIN & JUSTINA TELEPHONE 5B-2283 SO. FT. OCC. BUILDING VALUATION 2200 U 39 600.00 .OWNERS MAILING ADDRESS 370 MISSION OLIVE OROVILLE, CA 95966 CONTRACTOR'S NAMETELEPHONE JIM POTESTIO - CONTRACTORS MAILING ADDRESS 9050 LASE11, TN. DURHAM, CA 95919 CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $39 600.00 ARCHITECT OR ENGINEER - LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 349.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 227-18 BUILDING AD CASTLE CREEK OROVILLE CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAMEPARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Nl Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EX Describe Work: PRTVATF nFTAC'T- M C;ARAC;T. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S . ELECTRICAL PERMIT Fling Fee 20.00 Main Service "'.A OR LESS 23.0093-00 LICENSED CONTRACTOR'S DECLARATION �.l hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.r K-1 License Class LIC. NO. `t OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zooA To I 000 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLDS. 3.5QFT. NoµFEOS,DT. MULTI.OUTLET 97.50 WER APPARATUS a SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 20111 BAL @ I-00 .so Ex. Occu .ODxUTE�DSAa D OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = 120, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation Villone hundred dollars ($100) or less.) ertify 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 provisi ns of section 3700 of the Labor Code, I shall forthwith comply ith o e pro isions. /%� �/ X Date / ( gna r Applicant Owner ❑ Contractor ❑ Agent An O permit is required for excavations over 5'0" deep and demolition or construction of str ctures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ coNsr. TYPE VN TOTAL FEE $ 716.68 HAZ. — D. FEES IMP — X FLOOD , COF PARCEL PD HD ISS E 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 Date v` 0 o PERMIT EXPIRES ON D to Receipt No. 337148/220.70 .X7 M7 IF& WHITE-D.D.S.-B.D. CANARY -ASS OR P K -INSPECTOR GOLDENROD -APPLICANT • �.,.M•-%� sl��"' �s^"s""""'-e^---q'Yw'�•v- '►'�. ''.,"av�,.+T{.int•"x•:+.Y.A�,.vc.�ye�+;.tJN:+rrrtif�e:,�;,.�:+�h,.t..-.�°'1-.-i',.r-�.rs: rFss�•--,-.t*��"�,r�'^ r-y� ,:COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �Cz �- 1 "`X ASSESSOR PARC NUMBER: — -3 (o (--)4 ­� q Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or is Date Received By ❑ 1. All items have been submitted............................................................................................................. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. c 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................................................................ tb ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... 9. Manufactured Home Data nd Ins a ation�jnuctions including Tie Down Specifications .............. A ou 0 d/ 11( Feesof $ �.1 "L................................................................................ 11. Impact Fees as shown on the attached schedule. . ............ ............................................................. 12. California Department of Forestry Plan Approv /Fee...& ........ ❑l13. Flood Elevation Certificate................................................................................................................. 1' a 14. Sanitation and Plot Plan Approval Environmental Health Department.......... +❑l 15. City of Chico Plumbing Permit............................................................................................................ ❑ +16. Plot Plan and Busine�s,,License Approval from the City of Biggs ....................................................... L317. Planning Approval for (A) Use: O ht (B) Parking: ........... )I'`Z�7� ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainagdzr2qegal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number.............................................................................. 1-;23. Owner -Builder Verification (L) Given to Owner, ❑ Mailed to Owner) ............................................. 24. Letter of Signature Authorization........................................................................................................ Recorded Copy of Agricultural Acknowledgment Statement.............................................................. 26:, Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑}.27. k Manufactured Home Utility Clearance................................................................................................ ❑"28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... ❑ 30. Other .................... Wly.n you issue the permit, process as follows: ❑ Mail to Owner, ❑ail to Contractor. _ elephone ���'�� and hold for pickup at! office. ❑ D ver with Inspector. r Applicant: Z44M, Date: I « Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Copy of Plans sent LlHealth Department, LlFire Department, ❑ Other .1. Index permit Application for the above items numbered: 2. Additional items required: Pollution Date: Date: By: By: ❑ Plan Check List 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, 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: Plans reviewed by: C-- - Date: 12 -If -01 Plans reviewed by:�Z— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services - Building Division R. . E.H. US_ E 0 Plot'Vlan Attached Floor Plan Attached N t Sent to B.D. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other. S 5e- i,, Hold final for: Final clearance O.K. for: NOTE: �lD t n�s"� it f +I/t VYkO , Env' onmental Health Specialist Date L7 8/96 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete.the following information and return'this form with your re -submittal. if this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.— please indicate your response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN V H REVISED AND ARTMNAI or AMC OWNERS NAME _._ .. _ ...- . -_ -__ .. _.... DATE: LOCATION ON PLANS/CALCS: COMMENTS: ASSESSORS PARCEL NUMBER PERMIT NUMBER 0z 9� RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: tly PLAN CHECK ITEM # RESPONSE BY: Y LOCATION ON PLANS/CALCS: CO E T jtal PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: , PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: (PLAN CHECK ITEM # RESPONSE BY: JLOCATION ON PLANS/CALCS: COMMENTS: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX December 12, 2001 Justina Pickering 370 Mission Olive Oroville, CA 95966 Assessor Parcel Number: 068-360-144 Building Permit Number: 01-2980 This office reviewed building plans for the permit application referenced above. The.plan examiner's comments are listed in PART - I below. Please 'respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested' information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART - I Provide additional *information and/or make revisions to plans, specifications and calculations•as follows: NON-STRUCTURAL COMMENTS: " You have checked the box on the Detached Accessory Building Form stating that your building will be within 5 feet of a septic'tank or leach field; yet your plot plan does not reflect this condition which is prohibited. Perhaps this was a mistake? If so, please revise form. - Plot plan received is not detailed for all easement, especially setbacks from drainage ways. As this building currently under permit is not affected by these conditions because of it's location, we can accept plot plan as is however.we will cross off the `.firture,.home" so that it" is understood that it's location is not being approved at this time. When you submit 'for the house, a more detailed plot plan will be required. Plans show a dormer roof and window however there are no construction details for this. Please provide construction details for this area. fl! Please provide header, sizes for all openings. STRUCTURAL COMMENTS: , None PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1 of 2 t Complete and return the enclosed Statement of Intent for Non -Heated and A/C Buildings. 2 Pay.Balance of Building Permit fees in the amount of $495.98 Contact the Butte County Planning Division to obtain approval for parcel map conditions. If you wish to discuss any non-structural requirements in PART. - I, you may me at (530) 538- 7541 .between the hours of 1:00 p.m. and 4:00 p.m., Monday through -Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN -REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Philo Hunt,P E Plans Examiner Plan Check Engineer. } 2 of 2 a PROJECT PROCESSING RECORD o $V. T;TF o o o ,�� ,` 'iJf�,��,, RESIDENTIAL PLAN � � °_`_. a REVIEW GUIDE o =:~- .:::::: c SINGLE FAMILY, DUPLEX AND cos MEISCLLANEOUS ONLY Owner: Building Permit Number: Plans Examiner: Martha Christy A. P. Number: U-3&0 3 � � GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3: Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. P'NOT PLAT: - l A `( Complete parcel size and dimensions. lnJ✓n n^i�� Setbacks, side vard, easements, etc. U3 3. Other buildings or structures. �,&' 6 Grading, fills and/or drainage. 3. Flood hazard. 6. Special conditions on P cel Map: Noise El SRA . Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). 5 Glazing in Hazardous locations (Uniform Building Code section 2406). 6 Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1)., 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). , S. GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9- Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11 Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove - UN1C section 205 confined space & 223 unconfined space & 304.2). 1{ Smok: detectors (Uniform Building Code section 310.9.1). J Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). lJ Shower compartment minimum 1024 sq. in & 30" circle (Utriform Plumbing Code 412.7). 1 Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1, Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). 5. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. AO.toof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. .,Q,Ff/1'tr� 9. Garage door header size(s). 10. Porch header size(s). p t, 1 Typical header size(s). prow 72. Stud heights. 13. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 1Gypsuwallboard nailing inspection required. I1 m If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction /design requirements must be shown on the building plans. 7. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. AMCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick orstone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 51 Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6 Foam insulation — protection. 7 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8 Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 9 Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1 . Attic access and ventilation (Uniform Building_ Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 1i. CDF sponsible area requirements. BUILPING PERMIT REQUIREMENTS: 1. 9 SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinlders required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. 9 Pace 2 of 2 • IPI ,y ,.,40ND WHEN RECORDED MAIL TO: "-�4 a '> BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 i 0 i t 20io 1 -OioS 1 4 1 5 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:29PM 05 -Nov -2001 REC FEE 10.00 CONFORMr 1 .00 Fay Page l of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State'of California, described as follows: dee a -A -ed Date 113 Q 1 State of California County of �"e- On before me, 4-, 0e2,'4z--:— P1, Cke-r;r) personally appeared _ i L , cwt,L • ersonally known to me (or proved to me on the basis of satisfactoryevide ce) to be the perso s) i a subscribed to the within instrum4ennd acknowledged to me that hetsh he xecuted the same in his/he thel uthorize capacity(ies), and that by his/her/ignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my and and official seal ARIAN A. 8OYER • COMMI. # 1209568 Z Signature Seal:i a NOTARY PUBLIC-CCALLIIFFOyRNIA M @-MYCJUftTT �JAt�(31' 2003"0 THE LAND REFERRED TO IIIRE.IN I'S SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF TME' COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13, 1999, IN BOOK 148 OF MAPS, AT PAGE(S) G6 AND 67. RESERVING THEREFROM A GO FOOT WIDE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENT AND A 10 FOOT WIDE DRAINAGE DITCH EASEMENT AS SHOWN ON SAID MAP. AP NO. 068-360-114-000 (PORTION) PARCEL II• A NON-EXCLUSIVE EASEMENT OVER .A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1978,IN BOOK 68 OF MAPS, AT PAGE(S) 57 AND MORE PARTICULARLY DESCRIBED AS AN EASEMENT FOR THE CONSTRUCTION AND MAIN'T'ENANCE OF A SANITARY SEWER, SAID EASEMENT TO BE 12 FEET IN WIDTH, LYING 6 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID PARCEL 1 FROM WHICH THE SOUTHWEST CORNER OF SAID PARCEL 1 BEARS SOUTH•88 DCG. 35' 15" WEST, 6.00 FEET; THENCE FROM THE POINT OF BEGINNING TIME FOLLOWING NINE COURSES: 1) NORTH 00 DEG. 1.4' 27" EAST, •369.97 FEET, 2) NORTH 21 DEG. 09' 58" EAST, 194.49 FELT, 3) NORTH "79 DEG. 41' 27" EAST, 196.68 FEET, 4) N012TII 69 DEG. 34' 37" EAST, 272.72 FEET, 5) NORTH 20 DEG 18' 04" WEST, 499.05 FEET MORE OR LESS TO A POINT ON THE SOUTH LINE OF SAID PARCEL 2.AND TIME END OF THIS EASEMENT. PARCEL III• A 60 FOOT WIDE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENT OVER PARCEL 2, 3 AND 4 AND REMAINING LANDS, AS SHOWN ON THAT CERTAIN PARCEL MAP; RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13, 1999, IN BOOK 148 OF MAPS, AT PAGE(S) 66 AND G7. PARCEL IV: AN EASEMENT FOR A 90 FOOT BY 115 FOOT MOLDING POND OVER PARCEL 4, AS SI•IOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13, 1999, IN BOOK 14.80F MAPS, AT PAGE(S) GG,AND G7. PARCEL V- A 10 FOOT WIDE DRAINAGE DITCH LASEML:NT OVER PARCELS 1, 2, AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUN'T'Y OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13, 1999, IN.BOOK 148 OF MAPS, AT PAGE(S) 66 AND 67. V L�err Alr AL v . Amarulloz r VruvY In order to expedite the review Of y pkae C0119100 the tolkaiN In and cc= this form with your rc-SA.,u this form is not oompw as to sU AiN� how we will not be " 10 re -s "ttal for review. rxm =14 be. respoom to every idem requeded in our plata correction loW " Bp otherst' Is not considered a valid mpoase. ple m 66M response to esch Item aod.the kcadw where the inbrmation as be Fouad on dto Gant/ala. . ------ - --- -- OWNERS NAME DATE: ICF�- vt0ije , 9-cl -02 ASSESSORS PARCEL NUMBER PERMIT NUMBER 8 ca(5 - .-u O - G 44- - Cbz -059 RESPONSE F R PLAN CHECK LETTER DATEO: �%��/oma PLAN CHECK ITEM II RESPONSE BY: (LOCATION ON PLANS/CALCS: . I D (Ts COMMENTS:. e")U%,19e4z PLAN CHECK REM 0 2T RESPONSE BY: LOCATION ON PLANS/CALCS: 4 . COMMENTS: Uj I Al c -J a O COMMENTS: ^� • l� i PLAN CHECK ITEM M • RESPONSE BY: LOCATION ON PLANSICALCS: S� Y/Yi� Com' COMMENTS: COMMENTS: ^� • l� i � � � •r n� fit. PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ^� • l� i � � � •r n� fit. PLAN CHECK ITEM M RESYUIVSt tl Y: w�.r w� v� rv�n J+vnw +• COMMENTS: '----woN vll f-uvv J/L.ALCS: � T -3,4►� 9 w%,h i wN VN VLANSiCALCS: -5 LOCATION ON PLANS/CALCS: -5H-T 5. LOCATION ON PLANS/CALCS: ,f 4T 5 LOCATION ON PLANS/CALCS: -547 9 +1 LOCATION ON PLANS/CALCS: -547" � RESPONSE FOR PLAN CHECK LE DATED=.- PLAN ATEO:PLAN CHECK REM N RESPONSE BY: COMMENTS:��z--� i PLAN CHECK REM # S4 - COMMENTS: -rw- V Q� RESPONSE BY: PLAN CHECK REM # RESPONSE BY: COMMENTS: 1 � !l' �Qw� ^�� �'ST �1C/ G� I T S/ V� Lam• N � 1 / 6�. % Jam' A PLAN CHECK REM # RESPONSE B'!: LAN CHECK REM # RESPONSE BY: -5� OMMENTS: )F-�Gye� 1 A, p JW CHECK REM # RESPONSE BY. -5s PLAN CHECK REM # RESPONSE BY: oz . %TION ON PLANS/CALCS: "54T. 1 LOCATION ON PLANS/CALCS: 7�-sc�- '1�24L,='s LOCATION ON PLANS/CALCS: S� LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: 4�54-T 5 L TION ON PLANS/CALCS: 447 LOCATION ON PLANS/CALCS: July 16, 2002 Kevin Pickering 370 Mission Olive Place Oroville, CA 95966 v Department of Develo inent Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 068-360-144 Building Permit Number: 02-0591 Thank you for submitting the plans for your building project. The plans have been -reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. ON -STRUCTURAL COMMENTS: Plot plan is incomplete. You must detail all easements and setbacks from those easements on your plot plan. You must show leachfield free area. You can find this information on your recorded parcel map, Book 148, pg. 66. Your detailed'plot plan must also be submitted to the health department. Master bedroom must be provided with an emergency egress window with a clear openable height of 2 feet. A 3040 window will generally not meet this requirement as the sliding portion would need to clear the fixed portion of the window -they generally do not. Please check window for egress and revise as needed. Plan must detail the specific framing members that will be installed. Plan may not contain options for different products. Please remove options listed for floor framing members -only one will be plan checked for requirements. he energy calculations have been modeled with a discontinued energy program. Please provide two sets of energy calculations with an approved State of California program. Engineer of record is to provide a letter stating that he has reviewed and approves the truss /call cu'lations per his lateral design. Providelocation of hot water heater. , Provide location of heating and cooling units. If located in the attic, you,must have affected trusses sized for the additional loads. Please provide 5/8`"'s inch Type X sheetrock on all garage walls and on the ceiling. Supports must be at 16 inches on center. There is a wall in the garage, which supports the roof trusses, which has not been'provided with a footing. Please revise plans to show a footing under this wall. �. Provide a construction detail for slab foundation at garage. 1 of 2 ' ._A . STRUCTURAL.COMMENTS: 1'. Provide shear transfer details of the roof diaphragm connection to the gable end walls, eaves and the'second floor interior shear walls. Please key details to the roof -framing plan. 2. Show boundary nailing of the roof diaphragm to the drag trusses on the roof -framing plan. 3. Provide shear transfer details of second floor diaphragm connection to the first floor interior shear walls. _ 4. Provide verification from the truss manufacturer that all trusses intended to carry drag forces have been designed accordingly. 5. Provide a continuous foundation supporting the entire length of the braced wall line containing alternate braced wall panels at the front of the garage in accordance with UBC Sec. 2320.11.4. Reinforce with not less than one number 4 bar top and bottom. 6. Provide holdowns on the foundation plan for the number. 7, 9 and 10 shear walls. 7. Why are SSTB24 anchor bolts required for the'PHD2 holdowns on the number 11 shear • walls? SSTB20 anchor bolts are adequate for a two -pour foundation. ' -- 8. Please -specify the beam -grade and manufacturer of the "VL -Beams".---- The structural- - .calculations specify Boise Cascade but do not state the design values used. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.'m.,'Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Chesty Philo Hunt, P:E. , Plans Examiner Plan Check Engineer cc: Jeff Spence, P.E. z UT �!� 'RESIDENTIAL PLAN . °--�.'-�_ ° REVIEW GUIDE o --rte` = ` o SINGLE FAMILY, D UPLEX AND MISCELLANEOUS ONLY. Owner: I L Building Permit Number: 0 S Plans Examiner: Martha Christy A. P. Number: d �� 0 GENERAL:_-� �Q 2vS�I �Y Zoning requirements — (number of permitted living units). fya �! Plans signed by the designer. Proper description of work on the application. �I! Existing violations on the property. i� Recorded notice of violation. . 6. Building permit valuation.. OT PLAN: P1 of Ian mlc5� �� Complete parcel size and dimensions. �(,� j�j/� �1,-� di res4-r-i (-- &r s 2 Setbacks, side yard, easements, etc. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on POrcel Map: Noise E] SRA Fire Sprinklers ❑ Water Tender E]Traffic and Drainage fees ❑ X' Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: X Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). J-5` Glazing in Hazardous locations (Uniform Building Code section 2406). 16' Habitable space shall have a ceiling height of not less than7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). Jl. All. habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). X. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 6�"-).) Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. -Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 0�arage firewall separation - required on garage side including supporting walls and posts (Uniform Building ode section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes r (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 4. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ;ecemd -loo r - p uejK (5�r0qjelt Pero to - I ve y opt, yet? QdzJ 6.11 Water closet clearances (Uniform Plumbing Code 408.5). hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). e�gwalls shall be supported on masonry or concrete foundations that shall be of sufficient size to support loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. �2 A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building �J that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. �� L� 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C).- 5' Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. c 7. Roof construction details complete enough to construct building. NV ak6?1rn&,tZ0 ,V, Fireplace construction details and calculations if necessary. 9Garage door header size(s). 0. orch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the compogents during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor -access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11 Sound requirements. Energy design compliance and supporting documentation.Vree, 1-3. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: I. ❑ SRA. 2. ❑ -Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 r Y PROJECT -PROCESSING RECORD Applicant: b Owner: A.P. J�0 -l�7`' Permit Work Description: TD Date Description of Step or Status pk i o �rrrech- 64 l �� . LAUGHLIN and SPENCE FES CIVIL ENGINEERS and SURVEYORS ♦ 1008 LIVE OAK BOULEVARD (530)671-, YUBA CrTY. CA 95991 fa. (530) 671 K2- - ---------- ------------- -- -- C. LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS . 1008 LIVE OAK BOULEVARD (530)671-1008 YUBA CITY, CA 95991 fu (530) 671-0822 PROJECT BY !/. DATE/ -Z -,Q BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Tuesday, October 09, 2001 13:51 File Single 5 1/4" X 11 1/4" V -L DF 3080 Name: Untitled Job Name - Customer - (5mn'4 Address - Specifier - Designer - City, State, Zip - Company: - Code Reports - ICBO 5663, NER 442 Misc: 1-10 12 Page 1 of 1 BCI® and.Versa-Lam® are registered trademarks of Boise Cascade Corp. Standard Load - 0 PSF 11300 PSF Tributary -01-00-00 1/2„ 3-1/2' BO B1 0 lbs LL 0 lbs LL 72 3 lbs DL 7233 lbs DL Total Horizontal Length - 11-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 11-00-00 0 PSF 1300 PS 01-00-00 100 Member Type:. - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 19892 ft -lbs 77.2% @ 90% 1 1 -internal End Shear 6000 lbs 59.4% @ 100% 1 1 - Left Slope 0/12 Total Deflection U379 (0.348") 47.4% 1 1 Tributary 01-00-00 Max. Defl. 0.348" (Limit: 1") 34.8% 1 1 Repetitive n/a Span/Depth 11.7 1 Construction Type n/a Live Load 0 PSF Bearina Supports Dead Load 1300 PSF Name Type Dim. (L x W) Value % Allowed Case Material Part Load 0 PSF BO Wall/Plate 3-1/2" x 5-1/4" 7233 lbs 92.6% 1 Spruce -Pine -Fir Duration 100 61 Wall/Plate 3-1/2" x 5-1/4" 7233 lbs 92.6% 1 Spruce -Pine -Fir Disclosure The completeness and accuracy of NOTES: the input must be verified by anyone Design meets Code minimum (U180) Total load deflection criteria. who would rely on the output as Design meets arbitrary (1") Maximum load deflection criteria. evidence of suitability for a Slope = 0, consider drainage. particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI® and.Versa-Lam® are registered trademarks of Boise Cascade Corp. ? ��• r 0 • o • o a • n � • P+� �S t ��� 0 • o • � � n � • Pt � �0 c.p/ate BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Tuesday, October 09, 2001 14:14 File Single - 5 1/4" X 14" V -L DF 3080 Name: Untitled Job Name - Customer - Address - Specifier - Designer - City, State, Zip - Company: - Code Reports - ICBO 5663, NER 442 Misc: - 1-10 12 Disclosure The completeness and accuracy of NOTES: the input must be verified by anyone Design meets Code minimum (U180) Total load deflection criteria. who would rely on the output as Design meets arbitrary (1") Maximum load deflection criteria. evidence of suitability for a Slope = 0, consider drainage. particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI® and Versa -Lam® areregistered trademarks of Boise Cascade Corp. Standard Load - 0 PSF 1 862 PSF Tributary01-00-00 I I I I I I 5-1/2" Q INCOME B1 BO 0 lbs LL Q lbs LL 7928 lbs DL 798 lbs DL Total Horizontal Length - 18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 18-00-00 0 PSF 862 PS 01-00-00 100 Member Type: - Roof Beam Number of Spans - 1 Controls Summary ' Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 35676 ft -lbs 91.6% @ 90% 1 1 - Internal End Shear 6900 lbs 54.9% @ 100% 1 1 - Left Slope 0/12 Total Deflection U249 (0.867") 72.2% 1 1 Tributary 01-00-00 Max. Defl. 0.867" (Limit: 1") 86.7% 1 1 Repetitive n/a Span/Depth 15.4 1 Construction Type n/a Live Load 0 PSF Bearina Supports Dead Load 862 PSF Name Type Dim. (L x W) Value % Allowed Case Material Part Load 0 PSF BO Wall/Plate 5-1/2" x 5-1/4" 7928 lbs 43.9% 1 Douglas Fir Duration 100 61 Wall/Plate 5-1/2" x 5-1/4" 7928 lbs 43.9% 1 Douglas Fir Disclosure The completeness and accuracy of NOTES: the input must be verified by anyone Design meets Code minimum (U180) Total load deflection criteria. who would rely on the output as Design meets arbitrary (1") Maximum load deflection criteria. evidence of suitability for a Slope = 0, consider drainage. particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI® and Versa -Lam® areregistered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Single - 7" x 18". V -L DF 3080 File Name: Job Name - Customer - 0 r� Address - Specifier - Designer - City, State, Zip - Company: - Code Reports - ICBO 5663, NER 442 Misc: - 1-10 12 n Tuesday, October 09, 2001 15:54 Untitled BO bs LL 0 lbs LL Q 12674 lbs DL - 11574 lbs DL General Data Version: US Imperial Member Type: - Roof Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 01-00-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 0 PSF 430 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Total Horizontal Length - 20-00-00 Load Summary Control Type Value Moment 69594 ft -lbs End Shear 11980 lbs Total Deflection U331 (0.724"i ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 20-00-00 0 PSF 430 PS 01=00-00 100 1 Conc.Pt. Load Left 06-00-00 06-00-00 0 lbs 8000 lbs n/a 100 2 Unf.Lin. Load Left 06-00-00 20-00-00 0 PLF 500 PLF n/a 100 Controls Summary Control Type Value Moment 69594 ft -lbs End Shear 11980 lbs Total Deflection U331 (0.724"i Max. Defl. 0.724" (Limit: 1") Span/Depth ' 13.3 Bearing Supports Name Type BO Wall/Plate B1 Wall/Plate % Allowable Duration 83.4% @ 90% 55.6% @ 100% 54.3% 72.4% Loadcase Span Location 1 1 - Internal 1 1 - Left 1 1 1 1 1 Dim. (L x W) Value % Allowed Case Material 5-1/2" x 7" 12674 lbs 52.7% 1 Douglas Fir 5-1/2" x 7" 11574 lbs 48.1% 1 Douglas Fir NOTES: Design meets Code minimum (L/180) Total load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Slope = 0, consider drainage. Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade.Corp. LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671-1008 YURA CITY CA 95991 fu (5 3 0) 671-0922 PROJECT '\ C \C`(5. BY 7-.S . DATE ♦,� LAUGHLIN and 'SPENCE 7 CIVM ENGINEERS and SURVEYORS ♦ 1008 LIVE OAK BOULEVARD (530) 671-1008 YUBA CRY, CA 95991 Ou (530) 671-0822 �t Ls PROJECT-'?�\ C'E,PnnO BY DATE \0�-L—�� JOB NO. C\ C aa� LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671-1008 YUBA CITY, CA 95991 fn (530) 671.0822 PROJECT�C"� BY S , S , DATE \CJ -2 -O� LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530)671.1008 YUBA CITY, CA 95991 fax (530) 671-0822 PROJECTS BY S.� , DATE \!Z�l - 2 —d\ LAUGHLIN and SPENCE CrYU ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671.1008 YUBA CRY, CA 95991 fex (530) 671-0822 PROJECT -P'\, BY �.S , DATE LAUGHLIN and SPENCE CMI, ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671-1008 YUBA CM, CA 95991 fu (530) 671.0822 PROJECT BY.S.� , DATE`S LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671.1008 YUBA CITY, CA 95991 flu (510) 671.0822 PROJECT \ BY . S , DATE\L\ - 2 — LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671.1008 YUBA MY. CA 95991 fu (530) 671-0822 PROJECT BY DATE \ LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671-1008 YUBA CRY, CA 95991 fen (530) 671-0822 PROJECT BY DATE T1— C��` i2 LAUGHLIN and SPENCE > CIVIL ENGINEERS and SURVEYORS • n 1008 LIVE OAK BOULEVARD (530) 671-1008 YUBA CITY, CA 95991 6u (530) 671.0822 PROJECT BY _S ,S , DATE\D JOB NO. Q1\ SHEET 9A OF -:;-,—:5 G LAUGHLIN and SPENCE > ; CIVIL ENGINEERS and SURVEYORS J ♦ 1008 LIVE OAK BOULEVARD (530)671- 1 00, 530)671.1008 , YUBA CRY, CA 95991 fax (530) 671-0823 PROJECT BY 3.S DATES-Z-�` JOB NO. d\ CflZ2�1 SHEET 22- OF r. LAUGHLIN and SPENCE > CMI. LIENGINEERS and SURVEYORS • 1008 VE OAK BOULEVARD (530) 671.1008 YUBA CITY, CA 95991 6u (530) 671-0822 ♦+� ye PROJECT BY S DATE I -2 -o JOB NO. SHEET a7:�7,_OF a-j�::, . °n° LAUGHLIN and SPENCE.{ � A CIVIL ENGINEERS and- SURVEYORS b 1008 LIVE OAK BOULEVARD, (530) 671-1008 peerLs F YUBA CITY, CA 95991. ' . fax (530).671-0822 F .Fax Transmittal To: � '� _ From: Company: Date: Re: Number of pages seat: (includes cover sheet) If you do not receive all pages clearly, please call back at (530) 671-1008 LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAR BOULEVARD (530) 671-1008 YUBA CITY. CA 95991 Fu (530) 671-0822 PROJECT //G'��� //1��J BY !/. DATE/,9-2. D/ �d BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Tuesday, October 09, 2701 13:51 File Single - 5 1/4" x 11 1/4" V -L DF 3080 Name: Untitled Job Name - Customer - Address - Specifier - Designer - City, State, Zip - Company: - Code Reports - ICBO 5663, NER 442 Misc: - 1-10 12 Standard Load -0 PSF 11300 PSF Tributary 01-00-00 - -1/2" BO 0 lbsBO LL 7233 lbs DL Total Horizontal Length - 11-00-00 3-1/2" B1 0 lbs LL 7233 lbs DL General. Data Load Summary Version: - US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 11-00-00 0 PSF 1300 PS01-00-00 100 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 19892 ft -lbs 77.2% @ 90% 1 1 - Internal End Shear 6000 lbs 59.4% @ 100% 1 1 - Left Slope 0/12 Total Deflection U379 (0.348") 47.4% 1 1 Tributary 01-00700 Max. Defl. 0.348" (Limit: 1") 34.8% 1 1 Repetitive n/a Span/Depth 11.7 1 Construction Type n/a Live Load 0 PSF Bearina Supports Dead Load 1300 PSF Name Type Dim..(L x W) Value % Allowed Case Material Part Load 0 PSF BO Wall/Plate 3-1/2" x 5-1/4" 72331bs 92.6% 1 Spruce -Pine -Fir Duration 100 B1 Wall/Plate 3-1/2" x 5-1/4" .7233 lbs 92.6% 1 Spruce -Pine -Fir Disclosure The completeness and accuracy of NOTES: the input must be verified by anyone Design meets Code minimum (U180) Total load deflection criteria. who would rely on the output as Design meets arbitrary (1") Maximum load deflection criteria. evidence of suitability for a Slope = 0, consider drainage. particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. LAUGHLIN and SPENCE CIVU, ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (330) 671-1008 - - rs - a. "AAI Rei _nail PROJECTC%��I�JG BY _ J,-3. DATE LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530)671-1008 V1 me M— re -1 A. RV11671.nM PROJECT �C�itC�� ILJC� BY _��, DATEIb z-�I CY/ a3 BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Tuesday, October 09, 2001 14:14 File Single - 5 1/4" X 14" V -L DF 3080 Name: Untitled Job Name - Customer - Address - Specifier - Designer - City, State, Zip - Company: - Code Reports - ICBO 5663, NER 442 Misc: - 1 --lc 12 I Standard Load - 0 PSF 1 862 PSF Tributary01-00-00 I I I I I I I - 1/2" BO 0 bs LL 7 928 lbs DL Total Horizontal Length - 18-00-00 5-1/2"x' 0 lbss LL 7928 lbs DL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 18-00-00 0 PSF 862 PS 01-00-00 100 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 35676 ft -lbs 91.6% @ 90% 1 1 - Internal End Shear 6900 lbs 54.9% @ 100% 1 1 - Left Slope 0/12 Total Deflection U249 (0.867") 72.2% 1 1 Tributary 01-00-00 Max. Defl. 0.867" (Limit: 1") 86.7% 1 1 Repetitive n/a Span/Depth 15.4 1 Construction Type n/a Live Load 0 PSF Bearinq Supports Dead Load 862 PSF Name Type Dim. (L x W) Value % Allowed Case Material Part Load 0 PSF BO Wall/Plate 5-1/2" x 5-1/4" 7928 lbs 43.9% 1 Douglas Fir Duration 100 B1 Wall/Plate 5-1/2" x 5-1/4' 7928 lbs 43.9% 1 Douglas Fir Disclosure The completeness and accuracy of NOTES: the input must be verified by anyone Design meets Code minimum (U180) Total load deflection criteria. who would rely on the output as Design meets arbitrary (1") Maximum load deflection criteria. - evidence of suitability for a Slope = 0, consider drainage. particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if - you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC'CALCTm 2001 DESIGN REPORT - US Tuesday, October 09, 2001.15:54 File Single - 7" x 18" V -L DF 3080 Name: Untitled Job Name - Customer - Address - t • Specifier' f Designer - City, State, Zip - Company: - Code Reports - ICBO 5663, NER 442 Misc: • 12 t 3 t BO 0 lbs LL 12674 lbs DL Total Horizontal Length - 20-00-00 v, 0 lbs LL 11574 lbs DL General Data. ' Load Summary Version: US Imperial ID Description Load Type Ref. Start —End Live Dead Trib. Dur. S ' Standard ' Unf.Area Load Left 00-00-00 20-00-00 0 PSF 430 PS 01-00-00' 100 Member Type: - Roof Beam 1 Conc.Pt. Load Left 06-00-00 06-00-00 0 lbs 8000 lbs n/a 100 Number of Spans - 1 2 Unf.Lin. Load Left 06-00-00 20-00-00 , 0 PLF 500 PLF n/a 100 Left Cantilever - No Right Cantilever. - No Controls Summary Control Type Value % Allowable' Duration Loadcase 'Span Location Slope 0/12 Moment 69594 ft -lbs 83.4% @ 90% 1 1 -Internal Tributary 01-00-00 End Shear 11980 lbs 55.6% @ 100% 1 1 - Left Repetitive ' n/a Total Deflection U331 (0.724") 54.3% 1 1 Construction Type n/a Max. Defl. 0.724" (Limit: 1") 72.4% 1' 1 Span/Depth 13.3. 1 Live Load 0 PSF Dead Load 430 PSF Part Load 0 PSF Bearing Supports ? Duration 100 Name Type Dim. (L x W) Value % Allowed Case Material BO Wall/Plate 5-1/2" x 7" ' 12674 lbs 52.7% 1 Douglas Fir Disclosure 61 Wall/Plate 5-1/2" x 7" 11574 lbs • 48.1% 1 Douglas Fir The completeness and accuracy of the input must be verified by anyone , who would rely on the output as NOTES: evidence of suitability for a Design meets Code minimum (U180) Total load deflection criteria. particular application. The output Design meets arbitrary (1") Maximum load deflection criteria. above is based upon building Slope = 0, consider drainage. code -accepted design properties , and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance r with the current Installation Guide - and the applicable building codes. ' To obtain an Installation Guide or if- ; - you have any questions, please call (800)232-0788 before beginning ' product installation. k a Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. �! ��• r � w o � � a • n � • ♦� � 61 PROJECT -P'\ '5�,P-�I��. LAUGHLIN! and SPENCE 10 CIVIL ENGINEERS and SURVEYORS BY . S , DATE \C1- 1008 LIVE OAK BOULEVARD (530) 671.1008 YUBA CITY, CA 95991 fu (530) 671.0822 - f`•'' JOB NO.O\ Cr aa7 � •�� ,� 0 � o • a � � n rte ye �� "' • LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS a n � ♦ 1008 L[VE OAK BOULEVARD (330) 671.1008 YUBA CITY, CA 95991 fu (530) 671.0822 ♦� J! PROJECT 1, Q' BY S.S . DATE\C\ -2'-O� JOB NO. l 2Z SHEET OF� m,t LAUGHLIN and SPENCE > CIVIL ENGINEERS and SURVEYORS n 1008 LIVE OAK BOULEVARD (530)671•I008 YUBA CnY, CA 95991 fu (510) 671-0822 PROJECT�� BY DATE JOB NO. O "� SHEET OF a� � •a� 0 • o • o � � n � � �� � yS LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530)671.1008 YUBA CRY, CA 95991 fax (530) 671-0822 Ls PROJECT` BY -� , DATE\� -7 J0B'NO. C\\C�a�i�'i SHEET S OF LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671.1008 YUBA CITY, CA 95991 fix (530) 671-0822 PROJECT'? \ C J BYE . DATE •,t LAUGHLIN and SPENCE > > CIVIL ENGINEERS and SURVEYORS • 1008 LIVE OAK BOULEVARD (530) 671-1008 YUBA CITY, CA 95991 fu (530) 671-0822 y0 PROJECT �, C BY S .S . DATE \C,-2- —G ,. .0A JOB NO. �\ SHEET I 1 OF a LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS . 1009 LIVE OAK BOULEVARD (530) 671.1008 YUBA CITY, CA 95991 fm (530) 671.0822 PROJECT BY � ,ct:> , DATE\C`�— C' ? ��� � r 0 � o � 7 7 � O � � Pt• L� l�J LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530)671-100, YUBA CITY, CA 95991 fax (530) 671-0822 is .......... ........... ........... ........... ....................... ........... ........... ....................... ........... .......... ....................... ........... ........... .......... . ........... ........... ........... ................................... ........... ... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. .... . .. . . . . . . . . . . .. .. ... . . . . . . . . . . . . . .......... ........... .......... .......... ....................... .......... .......... .......... ........... PROJECT BY DATE JOB NO. C\\ LAUGHLIN and SPENCE > CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671.1008 1 YUBA CITY, CA 95991 fu (530) 671-0822 'r , 1.6 PROJECT BY S.S DATE\-Z-�` JOB NO.Q\��_2—) SHEET 1- L OF all, : LAUGHLIN and SPENCE > CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671-1008 YUBA CITY, CA 95991 Ou (530) 671-0822 As ye PROJECT C'(--,E-��� BY JOB NO. O& SHEET __a3a_OF a A At. LAUGMAN and SPENCE V � CIVIL ENGINEERS .and -:SURVEYORS., f 1008 LIVE OAK BOULEVARD (530) 671-1008 "eeLg YUBA CITY, CA 95991 fax (530) 671-0822 Fax Transmittal v. ; To: `\C From: :!S et_w— Company: Date: Re: Number of pages seat: 9�_ (includes cover sheet) If you do not receive allpages clearly, please call backat (530) 671-1008 ' e Fax #yic� Job # Z� 10-260-101 STRUCTURAL CALCULATIONS Structural calculations for: Kevin and Tina Pickering 44' x 50' shop V '« Job 01-061 7 8 0. v����� zF��F�� s• - �BTT� ��' � . c-27470 BUILDING DEPARTMFW �F CAS- Z'/, 7/�� , T Frank M. Glazewski architect Structural designer 21 Delaware Drive Chico, California 95973 Tel (530) 343-4630 Fax (530) 894-81.64 Frank Glazewski - Architect Chico, California 95973 Tel (530) 3434630 y General data Job name Pickerin ' Job No. 01-061 Code used 11997 Uniform Building Code Jurisdiction IButte County Wind loading ' Basic wind speed 75 ]mph Exposure B Design method Normal force method Structure category Enclosed Seismic Seismic zone 0 y Gravity loading Assemblv ADDlicable DL LL Reducible LL? Sloped roof - less than 4:12, Yes 0.014 0.020 Yes Sloped roof - greater than 4:12 Yes 0.014 0.016 Yes Upper floor No 0.000 0.000 Yes Lower floor No 0.000 0.000 n/a Soil data Allowable bearing 1.500 ksf UBC Classification 4 a Soil Frank Glazewski - Architect Chico, California 95973 Tel (530) 343-4630 Soil data Job name Pickering Soil classification: ® Reference table 18-1-A 1997 UBC Soil weight: '®:110: kcf Input data for user defined classification Allowable bearing pressure 0.000 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) 0.000 ksf/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. 0.000 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 Frank Glazewski - Architect Chico, California 95973 Tel (530) 343-4630 Wind design values - Uniform Building Code - Table 16-H Job name Pickering Exposure B Importance factor 1.00 Basic wind speed 75.00 mph qs 14.50 psf Roof pitch 6.00, in 12 angle 26.57 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'> <205 <255 <305 <405 Ce 0.62 0.67 0.72 1 0.76 1 0.84 0.0072 0.0078 0.0084 0.0088 0.0097 Inward X0;50 0.0045 0.0049 0.0052 0.0055 0.0061 Outward 0.0117 0.0126 0.0136 0.0143 0.0158 0.0063 0.0068 0.0073 0.0077 0.0085 Outward 09Q'°r 0.0081 0.0087 0.0094 0.0099 0.0110 Outward 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward 0.0144 0.0090 0.0095 0.0104 0.0110 0.0122 0.0117 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS WALL ELEMENTS All structures 0.0117 and unenclosed structures 0.0132 Partially enclosed structures El'Enclosed Parapet walls 0.0117 ROOF 0.0132 Enclosed and unenclosed structures: Outward (Not in areas of discontinuity) 0.0108 0.0117 0.0125 0.0132 0.0146 Inward 0.0108 0.0117 0.0125 0.0132 0.0146 Outward 0.0144 0.0155 0.0167 0.0176 0.0195 Outward 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope < 7:12 1130 0.0117 0.0126 Slope 7:12 to 12:12 "1 3 0.0117 0.0126 Slope >12:12 Use wall values Partially enclosed structures 0.0177 0.0187 0.0207 Slope < 2:12 g=1 X70: 0.0153 0.0165 Slope 2:12 to 7:12 ;,16Q 0.0144 0.0155 Slope 2:12 to 7:12080 . 0.0072 0.0078 Slope > 7:12 to 12:12 - 'a1rr70 0.0153 0.0165 Slope >12:12 Use wall values 0.0136 0.0143 0.0158 Outward 0.0136 0.0143 0.0158 Out/in 0.0177 0.0187 0.0207 Outward 0.0167 0.0176 0.0195 Outward 0.0084 0.0088 0.0097 Inward 0.0177 0.0187 0.0207 Outtiin 5` ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners 150 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 1:20• 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 230 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 260 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 1.,fi0` . 0.0144 0.0155 0.0167 0:0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. 280 0.0252 0.0272 0.0292 0.0309 0.0341 Upward 22-141 22-142 50 SHEETS 100 SHEETS 22-144 200 SHEETS N N ... .. :� cool C-1 22-141 50 SHEETS a® 22-142 100 SHEETS 22-144 200 SHEETS 11 �� + -� o � , ,r o. co _ N CL r 1 4 Frank Glazewski - Architect Chico, California 95973 Tel (530) 343-4630 Shearwall schedule 1997 Uniform Building Code Job name Pickering Mark Description 1 318" cdx plywood with 8d nails at 6",12" o.c. 2 318" cdx plywood with 8d nails at 4", 12" o.c. 3 3/8" cdx plywood with 8d nails at 3",12" o.c. 1 4 112" cdx plywood with 10d nails at 6",12" o.c. 5 1/2" cdx plywood with 10d nails at 4",12" o.c. 1 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 1 7 518" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 518" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 518" T-1-11 plywood nailed with 8d nails at 3",12" o.c. 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 518" gypsum board nailed with 6d nails at 7" o.c. max. 'ON monWON Box nailsi �-f,HFDF� DF 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 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 600pif, 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. 0 Wall line analysis Frank Glazewski - Architect Chico, California Tel (530) 343-4630 Date 10/25/01 Description Pickering Level Main Line �A P lateral 3.950 kips Total wall length 12.000 feet Wall framing species I HF 1V1 Shearwall Description Mark v cap Side 13 0.402 kips/ft Side 2 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 3", 12" o.c. • None • Shearwall v 0.329 kips/ft Okl v allow 0.402 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.407 feet 0.329 16d sinker good for 0.134 kips/each 16d�nail"s at; �"' .16 inches o c at'SW'Lr, Anchor bolts ❑., Applicable? Design v 0.329 kips/ft ❑ 3 x sill plate? ❑ Double anchor bolts? 0.730 = 2.218 feet 0.329 1/2" dia. good for 0.730 kips/each Blocking/top plate O Applicable? Connector 1-11 • 0.485 kips/each Length of attachment 44.00 feet Design v 0.090 kips/ft Conrieetors' 4,., � 48�� ���jinchesioycYmax Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.329 kips/ft A35°atr a'Q Triches ocmax , ... Page 1 e Line geometry Frank Glazewski -.Architect Date 10/25/01 . Chico, California Tel (530) 343-4630 Shearwall summa - Line geometry Description Pickering Level Main Segment Desc. Wall Line V1 v1 V2 v2 V3 v3 V4 v4 Opening 3 95 0.09 „ wr Force 4.00- w 4.00 y 16.00 0 16.00 y 0.958 4.00 w 4.00 y -0.479 16.00 0 16.00 y 0.479 4.00 w 4.00 y -0.958 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 12.00 32.00 Maximum collector -force 0.958 kips 16d nail good for 0.115 kips/each Splice 8 16d nails r r Page 1 10 Stability details Frank Glazewski - Architect Date 10/25/01 Chico, California Tel (530) 343-4630 Shearwall summary Wall stability' Description Pickering Level IMain Line v 0.329 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 10.011 Iksf Dead load reduction factor: Wall FO.0010 ksf 0.667 Shearwall Dead load trib. Lengths 1 1 cC C. cc C Y o ,� Holdown N . O J CU ; CD O_j O O O 4.00 10.00 10.00 U. IUU IJ.L U.0 .3..7U J.OU J.UU IVI1 I LUD/L'LAIJ -I 0� Page 1 1 1 Page 1 e Wall line analysis Frank Glazewski - Architect Chico, California Tel (530) 343-4630 Date 10/25/01 Description Pickering Level FMain—== Line © P lateral 4.380 kips Total wall length 16.000 feet Wall framing species HF Shearwall � None � Description Mark v cap Side 13/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2 13 0.000 kips/ft Shearwall v 0.274 kips/ft Ok! v allow 0.312 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.489 feet 16d sinker good for 0.134 kips/each 0.274 16d«nails5atg '. 16 inc!ies o c,4SW Anchor bolts Q Applicable? Design v 0.274 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 2.667 feet „ 0.274 1/2" dia. good for 30 0.730 kips/each 1/2r`:dMY t' > � Applicable? Connector I fix --, I v 1 0.485 Length of attachment 44.00 feet / rl 'D Design v 0.100 kips/ft Connectors at rim joist to mudsilllcripple wall top plate El Applicable? v 0.274 kips/ft A35"at , _ 0: ; inches o c max: Page 1 � None � 0.134 = 0.489 feet 16d sinker good for 0.134 kips/each 0.274 16d«nails5atg '. 16 inc!ies o c,4SW Anchor bolts Q Applicable? Design v 0.274 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 2.667 feet „ 0.274 1/2" dia. good for 30 0.730 kips/each 1/2r`:dMY t' > � Applicable? Connector I fix --, I v 1 0.485 Length of attachment 44.00 feet / rl 'D Design v 0.100 kips/ft Connectors at rim joist to mudsilllcripple wall top plate El Applicable? v 0.274 kips/ft A35"at , _ 0: ; inches o c max: Page 1 IZ Line geometry Frank Glazewski - Architect Date 10125101 Chico, California Tel (530) 343-4630 Shearwall summa -Line geometry Description Pickering Level Main Line V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening ,?4 381 0.10 N __ `Y Force 8.00 w 8.00 y 21.00 0 21.00 y 1.411 8.00 w 8.00 y -0.633 8.00 0 8.00 y 0.779 Total lengths 16.00 29.00 Maximum collector force 1.411 kips 16d nail good for 0.115 kips/each Splice 12 16d nails Stabilitydetails Frank Glazewski - Architect Chico, California Tel (530) 343-4630 Shearwall summary - Wall stabilit Description Pickenrig Level Main Line © v 0.274 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Flooriuksf ksf Dead load reduction factor: Wall 0.667 Date .10/25/01 Shearwall Dead load trib. Lengths 0 CU CD z E s v o a Y Y o x' C Holdown CM, CU f70 o O O 0 v d v J c N 0 O v�� N. O O O _ 7 � � H N 8.00 10.00 10.00 Z.UU U. ILO LI.0 L.l l.UV L.vo L.VU III I IV/L-LAV iq Wall line analysis Frank Glazewski - Architect Chico, California Tel (530) 343-4630 Date 10/25/01 Description Pickering Level Main Line P lateral 3.520 kips Total wall length 15.000 feet Wall framing species JHF Shearwall Description Mark v cap Side 12 0.312 kips/ft Side 2 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 4", 12" o.c. � None � Shearwall v 0.235 kips/ft Ok! v allow 0.312 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.571 feet 16d sinker good for 0.134 kips/each 0.235 1`64d nails'at:. '71 - r16 ' •_ ��ihcheslo c`,.atxS1N Anchor bolts 2 Applicable? Design v 0.235 kips/ft ❑ 3 x sill plate? ❑ Double anchor bolts? 0.730 = 0.235 3.111 feet v 1/2" dia. good for .36 0.730 kips/each Blocking/top plate 2 Applicable? Connector jH1 w 0.485 kips/each Length of attachment 1 50.00 Ifeet Design v 0.070 kips/ft Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.235 kips/ft A`35 at.. ° 0mehes o. Page 1 Line geometry Page 1 , Frank Glazewski - Architect Date 10/25101 Chico, California Tel (530) 343-4630 Shearwall summary - Line geometry Description Pickering Level Main Line V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 352 0.07 ; ,..:' Force 4.00 0 4.00 y 3.00 0 3.00 y -0.282 7.00 w 7.00 y -0.493 4.00 0 4.00 y 0.657 20.00 0 20.00 y 0.375 4.00 0- 4.00 y -1.033 8.00 w 8.00 y -1.314 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 15.00 35.00 Maximum collector force 1.314 kips 16d nail good for 0.115, kips/each Splice 11 16d nails Page 1 , v rn eng o cn N r- v� �� O < 0 o shearwall ;y CD N _ CD N C:) o c Height °' o o, M �. n) i (ft.) N O o - a C v � 3 0 o Wall o. N 0) (ft.) 0 0 0 CD Q Cn Roof c. o00� 00 �.� r CD CO cn Floor (ft.) U3-' N CCCn , , o Cr o = W dl 0 o - 4 w W rn rn (kips/ft) < O.T.M. V V (ft -kips) M C o D.L.R.M. cn V M N a. Q• CO' (ft -kips) o CCA) CL o ,r Lengin V �, o, between O C a N 0 0 . _ CL Tie force Y ; , ,Cr . M bo CO o (kips) .�► Tie from above (kips) P total (kips) M o N N O= X X 0' O ---------------- v rn O N 1 (_71 O C:> w v Q w N N C:) i CDrt i� U) CD Cn v rn O N (_71 O Wall line analysis, Frank Glazewski - Architect Chico, California Tel (530) 343-4630 Date 10/25/01 Description Pickering Level Main Line P lateral 3.520 kips Total wall length 28.000 feet Wall framing species HF I v Shearwall Side 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. Side 2 None Shearwall v 0.126 kips/ft Okl If user -defined SW used; Description v allow Sill nailing ❑ Applicable? Mark v cap 1 0.213 kips/ft 13 0.000 kips/ft v allow 0.213 kips/ft 0.000 kips/ft 0.134 = 1.066 feet 16d sinker good for 0.134 kips/each 0.126 16Qrails at 16°' inches o:c: at SVilf ti Anchor bolts 0 Applicable? Design v 0.126 kips/ft ❑ 3 x Sill plate? ❑ Double anchor.bolts? 0.730 = 5.807 feet ft 0.126 112" dia. good for (o 0.730 kips/each ;inchesxo.c. max: Blocking/top plate Applicable? Connector 0.485 kips/each Length of attachment 50.00 1 feet Design v 0.070 kips/ft s ,aCoecto5necmx r Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.126 kips/ftA35 at �' F 0 ''; inches o:e.: maz! Page 1 .R Line geometry Frank Glazewski - Architect Date 10125101. Chico, California Tel (530) 343-4630 Shearwall summary - Line geometry Description Pickering Level Main Line 2 V1 v1 V2 Q 'V3 v3 V4 v4 Desc. Wall Opening IUM I- 07 IWAI XWI INNI I Force -Segment 14.00 w 14.00 y 22.00 0 22.00 y 0.774 14.00 w 14.00 y -0.774 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 28.00 22.00 Maximum collector force 0.774 kips 16d nail good for 0.115 kips/each Splice 7 16d nails Page 1' INA r- Stability details Frank Glazewski - Architect Date 10125101 Chico, California Tel (530) 343-4630 Shearwall summary - Wall stability Description IPickering Level Main Line 2.000 v 0.126 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 1 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths O CO c '� c O — ` n .2 c� O O Holdown (B 00 00 c J O. _O N O 14.00 10.00 1U.UU 24.UU UA 10 11.0 Za.D is.UU -U.IU -u. iu IVU UCS fuqu=u COUNTY,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING APN:66 41 lv O71E: : � BUILDING PMT. # 0 � OWNER: i U Fir PHONE: �O - j nJ MAIL ADDRESS_: _ �(�' M)�ti��n ( Jj�64(=. / SITE ADDRESS: bD i2j. 3 q PROPOSED USE: 1 C1r c eoInaiC t I� PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: _A / Is there a primary dwelling on the property? Yes: No: V 2. Is the strurture 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? t Yes: No: 1� 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: ✓ 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: ✓, 8. Will this building be occupied at any time as a cooking area?' Yes: No: 9. Will this building be occupied at any time as a living area? - Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or leach lines? Yes:No: J V 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: ✓ 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? °• Yes: No: 15. Will this building be heated or cooled? Yes: No: ✓ 16. Will this building have a water closet/toilet? Yes: No: 17. Will this building have a sink? Yes: No: ' 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? -, {,"'E�j 20. What type of wall covering Will the building have? ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromalion 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 &oland that Real Estate Disclosure lays require disclosure of this information if or when offered for sale. NEWS SIGNATURE DA E / OWNER'S SIGNATURE DATE DEPARTMENTALUSE REVIEWED BY: COMMENTS: DATE: i? App V I an, 4v bL, Pr-sv IN rbNNING DIVISION BUILDING PLA Xli; Use: N APPROVA, Date: Parking:— arkj ---- Landscaping: Other. Signature: ELECTRiCAL, MECHANICAL, AND PLUKMNG CONSTRUCTION ( NOT PLAN CHE SHALL COMPLY WITH CUf,R r-OKED OF NEC, UMC AND UPC. ENT EDI -170N Poo NOTE: See the aftached & Ls Id9 U III A MOM =ton &,9-U —irqrt i � Ln t a .zl Pages > C'o BUTTS COUN I BUILDING DEPART T. APPROVf- Let, al Tjksf R'___; I,?'--,--, ..­- A�m e� 1,;rrl N3 1---q -- BUTTE C0U,N_fy-,_-,,. AUILDING DEPARTIM4, P BUILDER NOT RESPONSIBLE FOR CONCRETE: SHRUB- BERY AND I OR UNDERGROUND OBSTRUCTIONS IN ACCESS THE UNDERSIGNED APPROVES THIS WORKING PLAN AND SCKNOWLEDGES RECEIPT OF A COPY.- POOLSBYJAY KeVlt%l P, r-WeRi 2-1 nr2,ov( SALESMAN-' HOME BUSINESS DRAWN BY CHECKED BY. POOLS BY J" Pools and Spas-. Construction e Service -Supplies Con. Lic. #738866 - - 530-846-4439 P.O.* Box 1137 Jay Chesson.: - Gridley, CA 95948 IFICATIONS .POO SP5'=.P SRE -fRIMETERL_L� 'A'REA_sq. ft. "VOLUME DEPTH .M."A GALS. CONSTRUCTION SPECIFICATIONS RAMP SHALLOWIDEEP SWIMOUT LOVESEAT x EXCAVATION(COPINCWER) T FENCE: DOWN BY' UP, BY HOURSOFGRADING _`­ "LOADSTODUMP STUMPS, LEAVEIHAUL CONCRETE: REMOVE sq. ft STEEL/GUNITEMLE/PLASTER (VORTEXIANTI-VORTEX) �_height RAISED BOND BEAM 'FT. x -22n RAISED BOND BEAM FT height DECKTIES COLOR OFPLASTER - CAP FOR BOND BEAM CAP FOR RAISED BOND BEAM SPA .LENGTH OFDAM CAP FOR DAM SPILLWAY PLUMBING. SPECIFICATIONS' POOL: NO. 00 RETURNS' DRAIN SIZE SIZE OF SUCTION LINE FROM SKIMMER SLIDE —FILL UNE LL�FOUNTAIN LINE ` tL SOLAR HEAT- rs LI'L'0061.61.EANER REVERSE FLOW PLMG.LLLLDN. BRD. _'LrIPRONG JIG SPA MAIN DRAIN SIZE �-"'`'NO. bF JETS LIGHT—RETURNL VALVETYPE UTILITIES ELECTRIC BY GAS BY POOL DECKING (CANTILEVER S0. FT.TYPE FINISH FOOTINGS—' x--- i., ;— MASTIC DIVIDERS: TYPE11-191DChl RAINS RISERS ft-' POOL EQUIPMENT FILTER: TYPE SIZE PUMP:TYPE.�A77 SIZE. HEATER: TYPE' SIZE 000BTU. BLOWER:TYPE SIZE -`�:';�"­`AMPS POOL CLEANER TYPE SEPARATION TANK POOL, ACC PSORIES LIGHTS: (}OL 'SPA LENSE KIT BOARDBOARD STANDARDS A 1� SLIDE STRTJLC4RC COLOR' GRAS RAILS1STEPS_-_-:w_-UDDER --HANDRAIL =�__VACUUM HEAD AND — - m FEET 00 HOSE MAINTENANCE KR AND POLE MAP BOOK PAGE: TRACT NUMBER: LOT NUMBER: �y v