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039-250-011
39-25-11~;, LOUIS EDWARDS- DWARDS, Lewis 8 9 2 961 Burdick, Durham 9-25-1 D Contr: Tri -County Electric,Dur - Parmit##5641-80E (ele ser ch & Burdick Road r D • �/ oz j Durham ��pcwiring) SF AV � 039-250-011 1 04-3522 ' TARESH, VALERIE • 2961 BURDICK RD, DURHAM Cont: OWNER ROOF STRCTR, COV PORCH 5t 039-250-011 06-1052 TARESH, FAMILY TRUST 2961 BURDICK RD, DURH Cont: OWNER POOL E l j y� n 1 ` SITE PLAN REVIEW APPLICATION Date: �/ 0� AN T Permit Number (if applicable) Oq' APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: /Pa /J OX �16 iY Telephone No.: 313 7 4 Situs Address: 1(p at"� ��- Proposed Use: Residential New Single Family Residential �O Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) _ ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ 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) ❑ Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date 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)-M9J, ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached): o Flood Zone: a Flood Panel No.: 01, no l GL Index Date:_ rj g ❑ 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 El Minor Variance ❑Administrative Permit ❑ Variance ------------------- ------------- --_____----------- -------------------------------------- - ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: /1 '".20 G �-10 Applicable Building Setbacks: Zoning Code Front .o2 i Streets & Highways Fire Prevention Subdivision Map Side �s , Side Street Rear Z5- SHeight Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Pap,e 9 of i Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ---------- -------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) *_ Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of _ :the building permit. Parcel Created By - - ❑ Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standarfor Deed Cre tion: No Yes Comments: A<.4 , J /')L/_ 7 -7. i ❑ No ❑ Yes ❑ No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Pnaa I of 5 ❑, Subdivision May/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision MaplUse 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 FOI Page 4 of 5 U x n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best of review. available data at the time C-V-arrys\Building Permit Site Plan Reviewl.doc PauP 5 of 5 RESIDENTIAL y PERMIT N0. j 039-250-011 04-3522 Y TARESH; VALERIE- I 2961 BURDICK RD, DURHAM { t 1 Cont: OWNER ROOF STRCTR, COV PORCH SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t A 1 1 JOB FINALED (Date) Signature 'J 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-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test _ 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. 'Nater Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 . Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 82. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 83. 33. Equip. Clearances Panels-Motors-Mech. Equip. 84. 34. Clothes Closet Light -Shower Light -Spa Light 85. 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ` Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 95. Card B-1 Date Card B-1 Date 96. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1, _ Date Card B-1 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 ❑ Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ` 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1, _ Date Card B-1 Comments at Final: 4 O 0 = NOOK . 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) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. License Class: License Number: Date: * Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any cily.or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9.commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Lew 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 1 and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves (hereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ '1 am Exempt under ArticleZ_ZZ-1� and Professions Code Date: `Z�r-Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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. ❑ I have and will maintain workers' compensation insurance, as I 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: [�r- I certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' 1 N compensation provisions of Section 3700 of the Labor Code, I shall forthwith -comply with those provisions. Dale:5-- Applicant:_ WARE I G Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BP043522 Issued Date: 01/28/2005 APN: 039-250-011-000 Site Address: 2961 BURDICK RD DUR Map Index: Description: NEW ROOF STRUC (418)ADD COV (330), BP042213 Owner: TARESH FAMILY TRUST TARESH CARROLL R & NANCY M TRS 500 PASEO COMPANEROS CHICO, CA 95928-8302 Applicant: TARESH FAMILY TRUST TARESH CARROLL R & NANCY M TRS 500 PASEO COMPANEROS CHICO, CA 95928-8302 Contractor: r License #: Architect: Engineer: Total Square Ft: Valuation: Census Code: 330 S.F. $5,280.00 Sd�i 9 3 CONSTRUCTION LENDING AGENCY This permit Is hereby issued under the applicable provisions of the Butte Cnunly Cod . enruor I hereby affirm that there is a construction lending agency for the Resolution o work Indica d abo r which fees have been paid. ,Q / performance of the work for which this permit Is Issued (Sec 3097 Civ.) Date: f/ w Name: By. ^ PERMIT EXPIRES ON: O Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information Is correct, and that'l am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of an official form or document of Butte County. I hereby authorize represen 'ves of Butte County to enter upon the above mentioned property for Inspection purposes. Print Name: /r/Ck —T*C—'�14 :Signature: ./ 219 ^ o 51— ' ,8 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION Cs ' ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 �-_ PE/R/MIT APPLICATION DATA SHEET OWNER: / v /e5 -ASSESSOR PARCEL NUMBER D 3� Proposed Building Use: Counter Technician: Date: 114 Items required in order to apply for a permit. All boxes MUST be checked OR'marked NA in order to apply. \ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . �p 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 find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans,'(B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site "plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner 0❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: Q-{B)Parking: (C) Parcel Check: ► O S ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... �p 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 .......................................... �p 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. O 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: IZZ;ZZ Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by:Date: Note transfer by: Date: Yellow: Building Division O�?WTMEWT owTTF 0 ' 0 \0 � c�UNI- o� Department of Public Works ° C o u n t y o f B u t t e 0 ° 1. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive p�ClC Wo��9 Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ' [LESS THAN l ACRE1 Project Description: S7y2-,A 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. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction' Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of la94 may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: ( Z—i Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 RUM _ �'� its,' �A, :r�• q,,- �Rry-�jB� K ::DB 1 0M, - RIx-.:��A. AI,.O: KZ.7 B D °"a W .��+."�'i.ii!ili•?C'ff?1 e�.N.v' '.. ... Gi'..x Z»'.4�4 r{Y. i�!'• 't.�vE.�.�Xa}e l.� .C��... .'t �. •i. .. .n:il'ah�%l, Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property impr��emeni: YES [ v7 NO [ ]. 2. I HAVE [ �/] HAVE NOT [ J signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide'the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: _ —d NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION `BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Mic el C. Vieir4 C.B.O. Ma4ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 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. BP042213 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/18/2004 APN• 039-250-011-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2961 BURDICK RD DUR Date: Contractor: Map Index: Description: ADD(418) COV(253) OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TARESH FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a TARESH CARROLL R & NANCY M TRS signed statement that he or she is licensed pursuant to the provisions of 500 PASEO COMPANEROS 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 CHICO, CA 95928-8302 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: TARESH FAMILY TRUST 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: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Bu ine and Professions Code Date:IB 'tis - 0 Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: GLAZEWSKI, FRANK is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: - ' Total Square Ft: 671 S.F. Policy#: ' Valuation: $31,218.00 Census Code: 01 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one n addition 0 the cost of hundred thousand dollars providedfor compensation, damages provided for in Section 3706 of the Labor ys code, .interest,. and. attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Col and/or I hereby affirm that there is a construction lending agency for the Resolutions to do rk ' dicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) )b- b-Name: Name: By LJt/J Date: 1 PERMIT EXPIRES a ` - C - Address: ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici or document of Butte County. I hereby !thized authorize representatives of Butte County to enter upon the above mentioned property for inspection puuse/s/. Print Name: G:`�t'f_ t7—eaSV\ Signature: /7QX�.,w_1; Date: *Wner ❑ Contractor >� Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQ UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR Name Address City State Zip Phone Fax / Fmail Uc. # Class ARCHITECT/ENGINEER OWNER Last Name t Name Address,- O X Ci tk (C Cityt)j, St to Zi Phone _ 3 Fax E-mail Page CONTRACTOR Name Address City State Zip Phone Fax / Fmail Uc. # Class ARCHITECT/ENGINEER Name N L ( L - W S �G Address 3 W Ci tk (C Sttee F) . Zp S 7 3 Phone s, t 3_ 4/,::,3 -3 �CI 3 -eS3 E-mail b t 7 State License NuT4-7 APPLICANT NAME Name ' S Addres tin inxO OSlm C4 -Dv t-ka'vr 3 Phone S _3 �3 7 Fax E-mail (K9 3.3 43 7 AP (CANT SIGNATURE X For office use only: Zoning _ Flood ZoneI SRA I Yes Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NQ. 4- 2Z 1 BP B1Tj #— WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of pennit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. FootageF- ` ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Oil w:242,4 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. �sz,3S Received by7j�� Amount Bldg SRA Receipt #: 10D 20 Sheriff 0 I NLj9/X -3,/2- SMIP Date— Other ��?Totai s% SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND ININ% Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! O 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXESI). '❑ 4. Letter from Engineer or Architect for truss design review. ❑ S. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6.- 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION AFORMSOUILDING F0RMS01dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal `� Water Supply: E.H. USE ONLY $402 Ran Attached / Floes, Ran Attached Sent to B.D. I z a 6--0 7 AP# Public Private Well Hold final for: Final clearance O.K. for: NOTE: T Environmental Health Specialist L(o Date 8/96 )B94+04-2,2/3 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: i rC,cSf ASSESSOR PARCEL NUMBER Proposed Building Use: _ l Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. -p- 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. J3- 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 find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Site plan and business license approval from the City of Biggs. ❑ 12. Letter of intent for non-residential buildings. ❑ 13. Detached Accessory Building Form filled out by the owner. ❑ 14. Hazardous Material Form. 'X'- 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 ❑ gricultural Buffer clearance and site plan approval from the Ag Commissioner's office O 1T Soils Report and/or Engineered Foundation required. 20. Erosion Control Plan Required. 7?�.21:" Fees as shown on the attached Schedule of Fees Due Sheet. SchooL Oki l p Q� 1:1 City of Chico Plumbing permit. V 1 Vk • 23. California Department of Forestry plan approval ❑ paid. ❑ 02Blanning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _Drainage. 5� 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Pre -Inspection for required. ❑ 29. Contractor's license information. (Number, Name Style, Classification). �D/��D�lj ��p ❑ 30. Worker's Compensation Carrier and Policy Number. 31. Owner -Builder Verification (_ Given to owner, _ Mailed to owner). wee i wd ❑ 32. Letter of Signature authorization. ❑ 33. Recorded copy.of Agricultural Acknowledgment Statement. ❑ 34. Manufactured home utility clearance. ❑ 35. Existing violations and/or expired permits. ❑ 36. Deed Restriction. ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: �. When issued Telephone - /ct4?r?g1fabuildin d hold for pic TI2 ucTtJl�L /"6 6 I ave been info med of the abov it ms nd equlrementsf r o t ermit. DZ ► �- Applicant: nota. % EXPIRATION OF APPLICATION ' Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits, not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Original -Applicant _zzl� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES c� OWNER A.P. # 0 — all PROPROSED BUILDING USEI/SeAajDATE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ -- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES 1 6fn (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES pvx-r ka —LyN (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER iii At time of permit application, I may be changed dut,; ng the plan APPLICANT vised the above fees are required to be paid prior to issuance of the permit. These fees [ng process. DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE COUNTY. SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number 01q-0q!!5z9-/j//Jurisdiction: city - County Property Owner "-To lees/ / Property Location/Address N Subdivision Lot No. Residential Development A. No of Living Mobile Home Units Installation 'o- Comme'rciallindustrial New Building Department Representative I ; —I Addition ............... . ...... . .................................. a ......................................... Sq. Footage Supplemental to (Group R) 4r Conversion Permit # *(No foundation Inspection) ....................................................................... ! ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footager \ , (Including Exterior Roofed Areas) Date District Identification No. W/ F F13111 /I I/ School District certifies that . (Applicant) '9vk-'D1'f /c. eel (Street Address) i (Phone Number) DU 9 3 (City) (State) (Zip Code) has complied with the requirements of Resolution No. Oq-12- by payment of $ representing square feet. 29:n $ FULL:M;TI:N $ L/ School District Representative Date f Paid by Check # Remarks: U),41 L)W)&)e- 15-00 5 e, JC Notice: You may protest the Imposition of the ton klentifled sbwe by submitting a written protest to the District. In compliance with Govonunwd Code Section 66020(a), within 90 days from the daft fen am palet. Failure to submit a timely written protest will'prohlbit you from challeriging the Imposition of the fen In any court adk)rL ff, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Dhdft Is noWW by the applicable Local Planning Agency that this protect Is being rwlewsd under the California Environmental Quality Act (CEQA) this m 2 , may be sublect to additional school ton to hdlv mitlaste.ft Iffeact on the school dMrkft schools. . district) dy BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM a, ' DURHAM RECREATION & PARK DISTRICT Assessor Parcel Number: O 3cl — a Property Owner(s): T"a r e a F'a-,u i (u u S f Project Location/Address: 2 941 ,%���-�i e� r�Q • t� r Subdivision Name: Assessable Square Footage: g ' Type of Residential Development (check one): (� New Development Alteration/Addition ❑ Mobile Home ..�.U-N-6 R4 Comments: oq. � - ►�- Building Division Represent tive Date Durham Recreation and Park District (DRPD) certifies that Valerie Applicant Name 7�� rDc,�r hdAg-L• Mailing Address T 5`f 3 Number Has complied with the requirements of the Butte County Board of Supervisors Resolution,No. 04-107_by payment for l square feet at $1 ^41 per ft for �j �T ate.. ;. 'total p _ymenCrof $ o1(516q. DR -D R .' resentative Date r Paid by Check No.: _ Remarks: Bank No.: Paid by Cash: Receipt No.: DISTRIBUTION: RITE - APPLICANT PINK -'DRPD YELLOW - BUTTE CO. BLDG. DIVISION O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner. An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. ' 1. I personally plan to provide the major labor and materials for construction of the proposed properly improvement : YES NO 13 2. I HAVE # HAVE NOT D signed an application for a building permit for the proposed work - 1 I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the mai or work NA M[E: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: ADDRESS PHONE TYPE OF WORK NOTE: This Owner -Builder Verificaiion is required by Section 19831 and 19832 of the California Health and Safety Code. This verifurrtion must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protmd you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permhs are not required to lie 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. Coniractars 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 woA; with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ Ifyou employ or otherwise engage any persons other than your immediate family, and the work (Including materials and other costs) is 1300 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 employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tar whbholdma, federal social security taxes, wodcers compensation insurance, disability insurance costa, and unemployment compensation contnbutioas. ♦ There may be financial risks for you if yon do not carry out these obligations, and these risks are especially serious with respect to wodmes compensation insurance. ♦ For more specific inforation about your obligations under Federal Law, oDn ract the Iabemal Revenne Service (and, if yon 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 fire structure is intended for sale, property owners who are not licensed contractors are allowed to pemtheir work personally or through their own employees, without a licensed contractor or subcont wtor, only under limited conditions. A frequent practice of unlicensed persons professing to be cofactors is to secure an "owner builder' building Pte, erroneously Pb* that the PrOpM'ty 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. Intron about licensed contractors may be obtained by contracting time Contractors State License Board m your commmmity or at 1020 N Stream, Sacramento, CA. 95814. Please complete the "Owner Build= Vacation" 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 I 0�iC. Vi na, CB.O. Bmlding Inspection NOTE: T his Owner-BuilderWor»m ox is regrdred by Seddon 19830 ofthe CaWornk Health mrd Safety Code OVER License Information Search Page 1 of 1 The following records match your searching criteria: LICENSE NUMBER: 27470 ISSUE DATE: 1998/09/28 EXPIRATION DATE: 2005/08/31 NAME: FRANK M GLAZEWSKI ADDRESS: CHICO CA https://app l.dca.ca.gov/cab/search.asp 07/26/2004 - f ,OpSTMENT O % o�uTT O O O O C o O COURI 9 A�eLIC Woa� Department C o u n t y J. Michael Crump, Director of Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement, fLESS THAN 1 ACRE1 ProJject Description: P — Project Location and/or Parcel Number: By signing below, I, the project owrier/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: -7), Title: Date: 7o D Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Watsr Management Program Revised 5/12/04 October 4, 2004 Taresh Family Trust P.O. 968 Durham, Ca. 95938 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-250-011 Building Permit Number: 04=2213 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 01The enclosed school fee -form is to be completed by the Durham Unified School District and 9the comploleted form returned to this office. / The encsed Park Facility Fee form is,to be completed by the Durham Recreation & Park District and the completed form returned to this office. STRUCTURAL COMMENTS: /lease specify header sizes at exterior wall openings. 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 Russell. 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. Russell Bloomfield Plans Examiner (�F $hilo.E. Plan Check Engineer 1 of 1 E.H. USE ONLY Piot Plan Attached d Roos an Attache_ Pl Se to B.D. � C TO: Building oepartme.nt FROM: Environmental Health���� SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Hold final for: { Final clearance O.K. for: NOTE: / VG E vironmental Wealth Specialist 8/96 Date x/(3101 STRUCTURAL CALCULATIONS Structural calculations for: Addition/remodel for; Rick and Valerie Taresh Durham, California Job 04-040 o ¢-3s Z2 BUTTE COUNTY BUILDING DIVISION APP OVED Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 rTM` LONG. DEPT. 00 P Y Desi'gn�li a• s `: a�. E e Wind loading; Basic wind speed; 75mpn Exposure; B Design method; Normal force method F Structure category; Enclosed Seismic; Seismic zone; 3 Gravity loading; Roof assemblies; DL LL Metal roof - trusses 0.014 0.016 N/a 0.000 0.000 N/a 0.000 0.000 Floor/misc. assemblies; rFloor - carpet 0,012 0,040 N/a 0.000 0.000 N/a 0.000 0.000 Wall assemblies; Framed wall - wood finish 0.010 N/a 0.000 N/a n 0.000 Soil data,- UBC ata;UBC Classification; 5 Allowable bearing; 1.000 ksf 2 7 Soil ata � •'""'r'^ 4Soil'd�:'. Soil classification: Reference table 18-1-A 1997 UBC Input data for user defined classification Allowable bearing pressure 0.7,00'0',-E ksf Max. allowable pressure:==`0:000' Max. allowable pressure ksf Increase for depth Q000 ksf/ft depth Increase for width .0.000 ` ksf/ft width Friction coeficient Friction coefficient 0.000 Lateral bearing (passive) 0:000 ksf/ft. of depth below grade Increase for wind/seismic `0.000. . 1.330 Include footing weight when calculating soil pressure ? Soil data used for design Allowable bearing pressure 1.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf Page 1 Soil weight: 0.110 kcf Vil vtnaVIV 00 2-0 A e B. opoi ( 6,0 ps� -I--Y F C-15 ; j yto 6L -2.1 lb V%A � L- .1 use 0 C,L- - 10,0 o,llotAJ C,��le S z�n! G dx vie V-1 Co�Sev���i�e� USe cu�r�ev�i" RQDS deSr�� v ra-�-� P.✓S c�v�e �� I( d. r y e �, f i o �-► , C 2 x G e DFS Z (also c,o-1 SR- V\/�.�io2) V,) = , 0 08 kS KS S- I2,or�►3 Wood joists - allowable span Description Exlstlrig roof Species; DFL - No 2 Loading data 1.500 inches General data Dead load ' 0.008 <A ksf Load duration factor 1.25 Live load k OA016: ksf Joist spacing # 16.00 :. inches Total load 0.024 ksf Repetitive ? Yes Tributary load 0.032 klf 36.00 in" 16.00, " in Wet use? No Concentrated load00 000 kips Eq. uniform load 0.000 klf Member data Member used; 2x6 No 2 748 Species; DFL - No 2 Member thickness 1.500 inches Member width 5.500 inches ❑Q Manual input Section modulus (S) 12.00 in3 2:0� 0, in3 Area (A) 12.00 int 12:00- int feet Moment of inertia (1) 36.00 in" 16.00, " in Lumber design values feet BLL 0.528 inches Base values; Live load deflection (U600) SpecleslGrade ; Fb -a_F�`E ..._:._ DFL - No 2 900 575 95 625 1350 1600000 Size factor Cr 15.08 1.300 (Apply to Fb) Size factor C, 15.08 1.300 (Apply to F) Size factor C, 12.72 1.100 (Apply to F,) Repetitive member factor C, 1.150 Wet use factors; F CM 1.000 1.000 1.000 1.000 1.000 1.000 Adjusted values; DFL - No 2 1682 748 119 625 1485 1600000 Maximum allowable spans Max. span as limited by: Bending 20.51 feet Shear 59.38 feet Total load deflection (1-1240) 15.87 feet BTL > 0.794 inches Live load deflection (0360) 15.87 feet BLL 0.528 inches Live load deflection (U600) 13.39 feet BLL 0.268 inches Maximum allowable span at 95% (U240) 15.08 feet 0 (1 nt G x Maximum allowable span at 95% (U360) 15.08 feet d=— Maximum allowable span at 95% (1-1600) 12.72 feet I a I 10k) 5ra4, o 03 ins '0 16 (<5� Wood ioists - allowable span Description iNewroofrafters,��, Member used; Loading data General data Member thickness Dead load 0:008 ,ksf 625 Load duration factor s i.%16.0007! Live load `` A-016 ksf Joist spacing 16.00 ; l inches Total load 0.024 ksf Repetitive ? Yes Tributary load 0.032 klf 36:00 in4 Lumber design values Base values; Wet use? No Concentrated load Eq. uniform load Member data <'0 000`, °': kips 0.000 kit Member used; 2x6 No 2 n Species; DFL - No 2 Member thickness 1.500 inches 625 Member width 5.500 inches Manual input Section modulus (S) 7.56 in _❑ " ,12;00 ` in Area (A) 8.25 in' 1.Z. 00, int Moment of inertia (1) 20.80 in" 36:00 in4 Lumber design values Base values; (Apply to F. _ DFL - No 2 900 575 95 625 1350 1600000 Size factor Cr 1.300 (Apply to Fb) Size factor Cr 1.300 (Apply to FO Size factor Cf 1.100 (Apply to F. Repetitive member factor C, 1.150 Wet use factors; F x , " Ff k ^ F� , Fel F� Es CM 1.000 1.000 1.000 - 1.000 1.000 1.000 Adjusted values;77 _ 111 b F��� ''FF-�s E :�.. t ;_ SpecieslGr d � `- .n_-. DFL - No 2 .. 1682 �.F�,��. 748 119 625 1485 1600000 Maximum allowable spans Max. span as limited by: Bending 16.28 feet Shear 40.82 feet Total load deflection (U240) 13.22 feet 6TL > 0.661 inches Live load deflection (U360) 13.22 feet 81-1- 0.440 inches Live load deflection (U600) 11.15 feet 8LL 0.223 inches Maximum allowable span at 95% (U240) 12.56 feet I „ ( U 0- U S�. i 2 - 0 VVl a G I �"� S Maximum allowable span at 95% (U360) 12.56 feet 9— Maximum allowable span at 95% (L1600) 10.59 feet i I I Ce,�lvi �oisT.1� ff WdI,Q 00b Y-1 Wd ".0(O KsT rn(n (n F- H I— ,ij w ill V IM t )_ T NtnN 000 vo Uc7 N :7 N V C V' (V <V C! N (V N 9 2x(0 dfffz/I( /C .10 W 'OT31r/I 01 A UO IZ 9J t :'IS'/7- -V- 111) W1 L SezLe , ll �— ,�� jo, t�, :10 +(,s ots GOIS 016 W 'OT31r/I 01 A UO IZ 9J t :'IS'/7- -V- 111) W1 L SezLe , ll �— ,�� jo, t�, :10 User: KW -0604815, Ver 5.6.0, 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -1 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 1:31PM, 13 JUL 04 Page 1 General Information 0.277 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6,10 Center Span 11.50 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft :....Lu 0.00 It Member Type Sawn Douglas Fir - Larch, No.1 2.48 k -ft Bm Wt. Added to Loads 5.198 It Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Trapezoidal Loads #1 DL @ Left 109.00 #/ft LL @ Left 116.00 #/ft Start Loc 0.000 ft DL @ Right 23.00 #/ft LL @ Right 24.00 #/ft End Loc 11.500 ft Span= 11.50ft, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Max Stress Ratio 0.277 : 1 Maximum Moment Dead Load 2.5 k -ft Maximum Shear * 1.5 Allowable -0.093 in Deflection 11.6 k -ft 0.000 in Allowable 5.612 ft Max. Positive Moment 2.48 k -ft at 5.198 It Shear: @ Left Max. Negative Moment 0.00 k -ft at 0.000 ft Deflection @ Right Max @ Left Support 0.00 k -ft 0.074 in ...Length/Deft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 11.63@ Reactions... Stress Calcs Right lb 360.05 psi fv 29.44 psi Left DL 0.53 k Max Fb 1,687.50 psi Fv 106.25 psi Right DL 0.37 k Max Beam Design OK 1.5 k 5.6 k 1.03 k 0.68 k 0.000 in 0.074 in 0.000 in 1.03 k 0.68 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.049 in -0.093 in Deflection 0.000 in 0.000 in ...Location 5.612 ft 5.612 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,800.2 1,481.81 Right Cantilever... Camber( using 1.5* D.L. DO ) ... Deflection 0.000 in 0.000 in @ Center 0.074 in ...Length/Deft 0.0 0.0 @ Left 0.000 in. @ Right 0.000 in Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 82.729 in3 Area 52.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 2.48 k -ft 17.65 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.54 k 1.03 k Area Required 14.479 in2 9.663 in2 Fv: Allowable 106:25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.03 k Bearing Length Req'd 0.298 in Max. Right Reaction 0.68 k Bearing Length Req'd 0.199 in User: KW -0604815, Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -2 Title : Job # I Z Dsgnr: Date: 1:31PM, 13 JUL 04 Description Scope : General Timber Beam Page 1 General information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x10 Max Stress Ratio Center Span 11.00 It .....Lu 0.00 It Beam Width 5.500 in' Left Cantilever It .....Lu 0.00 It Beam Depth 9.500 in Right Cantilever ft .Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 ...Length/Deft Bm Wt. Added to Loads 1,693.23 Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250. Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Trapezoidal Loads #1 DL @ Left 23.00 #/ft LL @ Left 24.00 #/ft Start Loc 0.000 It DL @ Right 109.00 #/ft LL @ Right 116.00 #/ft End Loc 0.000 It Beam Design OK Span= 11.00ft, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Dead Load Total Load Left Cantilever... Max Stress Ratio 0.265 : 1 Deflection -0.041 in -0.078 in Deflection Maximum Moment 0.000 in 2.3 k -ft Maximum Shear * 1.5 1.5 k Allowable ...Length/Deft 11.6 k -ft 1,693.23 Allowable 1.47 k 5.6 k Max. Positive Moment 2.27 k -ft at 6.028 It Shear: @ Left 0.65 k Max. Negative Moment -0.00 k -ft at 11.000 It 0.0 @ Right 0.98 k Max @ Left Support 0.00 k -ft Max. Right Reaction 0.98 k Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft Stress Calcs @ Center 0.062 in Max. M allow 11.63. Bending Analysis Reactions... @ Right 0.000in lb 329.41 psi fv 28.16 psi Left DL 0.35 k Max 0.65 k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.51 k Max 0.98 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.041 in -0.078 in Deflection 0.000 in 0.000 in ...Location 5.632 It 5.632 It ...Length/Deft 0.0 0.0 ...Length/Deft 3,199.7 1,693.23 Right Cantilever... 1.47 k Camber ( using 1.5 • D.L. DO ) ... 13.850 in2 Deflection 0.000 in 0.000 in @ Center 0.062 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.190 in Max. Right Reaction 0.98 k @ Right 0.000.in Stress Calcs Bending Analysis Ck 24.972 Le 0.000 It Sxx 82.729 in3 Area 52.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable lb @,Center 2.27 k -ft 16.15 in3 1,687.50 psi @:Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.98 k 1.47 k Area Required 9.243 in2 13.850 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 0.65 k Bearing Length Req'd 0.190 in Max. Right Reaction 0.98 k Bearing Length Req'd 0.285 in j y1 I I Z � II -D' � wM ; ,pI WW(11 K/� Liu.: ,I( 6 U)cf) (1) ooC.D +- CY r N N N N N f4 N I f User: KW -0604815, Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -3 Title : Job # (l� Dsgnr: Date: 1:31PM, 13 JUL 04 Description Scope : General Timber Beam Page 1 General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x10 Max Stress Ratio Center Span 11.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 ...Length/Deft Bm Wt. Added to Loads 1,059.93 Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 109.00 #/ft LL 116.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 11.00ft, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Dead Load Total Load Left Cantilever... Max Stress Ratio 0.353 : 1 Deflection -0.064 in -0.125 in Deflection Maximum Moment 0.000 in 3.6 k -ft Maximum Shear * 1.5 2.0 k Allowable ...Length/Deft 11.6 k -ft 1,059.93 Allowable 1.96 k 5.6 k Max. Positive Moment 3.60 k -ft at 5.500 ft Shear: @ Left 1.31 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Left @ Right 1.31 k Max @ Left Support 0.00 k -ft Max. Right Reaction @ Right Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Stress Calcs @ Center 0.096in Max. M allow 11.63Reactions... @ Right 0.000in fb 521.49 psi fv 37.53 psi Left DL 0.67 k Max 1.31 k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.67 k Max 1.31 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.064 in -0.125 in Deflection 0.000 in 0.000 in ...Location 5.500 ft 5.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,070.2. 1,059.93 Right Cantilever... 1.96 k Camber ( using 1.5D.L. Defl ) ... 18.457 in2 Deflection 0.000 in 0.000 in @ Center 0.096 in ...Length/Defl 0.0 0.0 @ Left 0.000 in 1.31 k Bearing Length Req'd 0.380 in Max. Right Reaction @ Right 0.000 in 0.380 in Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 82.729 in3 Area 52.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 . Max Moment Sxx Reg' d Allowable fb @ Center 3.60 k -ft 25.57 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.96 k 1.96 k Area Required 18.457 in2 18.457 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.31 k Bearing Length Req'd 0.380 in Max. Right Reaction 1.31 k Bearing Length Req'd 0.380 in 14815, Ver 5.6.0, 2 -Sep -2002 ENERCALC Engineering Software Description R13-4 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 9:15AM, 13 JUL 04 Page 1 :Calculations N General Information Dead Load. Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Max Stress Ratio Center Span 12.25 It .....Lu 0.00 It Beam Width 3.500 in . Left Cantilever It .....Lu 0.00 It Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 6.7 k -ft Bm Wt. Added to Loads Allowable Fb Base Allow 875.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 143.00 #/ft LL 152.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 12.25ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Dead Load. Total Load Left Cantilever... Max Stress Ratio 0.849 : 1 Deflection -0.116 in -0.232 in Deflection Maximum Moment 0.000 in 5.7 k -ft Maximum Shear " 1.5 2.8 k Allowable 0.0 6.7 k -ft 1,263.6 Allowable Right Cantilever... 4.7 k Max. Positive Moment 5.71 k -ft at 6.125 ft Shear: @ Left 1.87 k Max. Negative Moment 0.00 k -ft at 12.250 ft 0.0 @ Right 1.87 k Max @ Left Support 0.00. k -ft 0.853 in Max. Right Reaction Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft [Stress Calcs @ Center 0.175in Max. M allow 6.73 Reactions... @ Right 0.000 in fb 928.60 psi fv 71.07 psi Left DL 0.93 k Max 1.87 k Fb 1,093.75 psi Fv 118.75 psi Right DL 0.93 k Max 1.87 k Deflections Center Span... Dead Load. Total Load Left Cantilever... Dead Load Total Load Deflection -0.116 in -0.232 in Deflection 0.000 in 0.000 in ...Location 6.125 ft 6.125 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,263.6 632.96 Right Cantilever... 2.80 k Camber ( using 1.5 " D.L. Defl ) ... 23.564 in2 Deflection 0.000 in 0.000 in @ Center 0.175 in Bearing @ Supports ...Length/Defl 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.853 in Max. Right Reaction 1.87 k @ Right 0.000 in [Stress Calcs Bending Analysis Ck 31.019 Le 0.000 It Sxx 73.828 in3 Area 39.375 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 5.71 k -ft 62.68 in3 1,093.75 psi @ Left Support 0.00 k -ft 0.00 in3 1,093.75 psi @ Right Support 0.00 k -ft 0.00 in3 1,093.75 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.80 k 2.80 k Area Required 23.564 in2 23.564 in2 Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.87 k Bearing Length Req'd 0.853 in Max. Right Reaction 1.87 k Bearing Length Req'd 0.853 in C (f., W tf) �� �,;; � � = 23(2 (-tet 2,3/2-C o (6 Lb User: KW -0604815, Ver 5.6.0. 2 -Sep -2( (c)1983-2002 ENERCALC Engineering Description RB -5 Title : Job # 1 Dsgnr: Date: 9:16AM, 13 JUL 04 Description Scope: General Timber Beam Page 1 General information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 3.125x12.0 Center Span 14.50 ft .....Lu 0.00 It Beam Width 3.125 in Left Cantilever It .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 0.0 Bm Wt. Added to Loads 778.1 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 351000 pcf E 1,800.0 ksi Full Length Uniform Loads Center DL 173.00 #/ft LL 184.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft """""FY Dead Load Total Load Left Cantilever... Dead Load Total Load Beam Design OK -0.224 in Span= 14.50ft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin 0.000 in ...Location 7.250 ft 7.250 It Max Stress Ratio 0.513 : 1 0.0 ...Length/Deft 778.1 387.06 Right Cantilever... Maximum Moment 9.6 k -ft Maximum Shear • 1.5 4.0 k 0.000 in Allowable 0.335 in. 18.7 k -ft ...Length/Deft Allowable 0.0 8.9 k 0.000 in Max. Positive Moment 9.62 k -ft at 7.250 ft Shear: @ Left 2.65 k Max. Negative Moment 0.00 k -ft at 0.000 It @ Right 2.65 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Le 0.000 ft Max @ Right Support 0.00 k -ft 37.500 int Cv 1.000 @ Center 0.335in 0.000 Max. M allow 18.75 Reactions... @ Right 0.000in lb 1,539.51 psi fv 106.17 psi Left DL 1.32 k Max 2.65k 1r �'� Q Fb 3,000.00 psi Fv 237.50 psi Right DL 1.32 k Max 2.65 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.224 in -0.450 in Deflection 0.000 in 0.000 in ...Location 7.250 ft 7.250 It ...Length/Deft 0.0 0.0 ...Length/Deft 778.1 387.06 Right Cantilever... 3.98 k Camber ( using 1.5 • D.L. DO ) ... 16.764 in2 Deflection 0.000 in 0.000 in @ Center 0.335 in. Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 1.517 in Max. Right Reaction 2.65 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.865 Le 0.000 ft Sxx 75.000 in3 Area 37.500 int Cv 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 9.62 k -ft 38.49 in3 3,000.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,000.00 psi @Right Support 0.00 k -ft 0.00 in3 3,000.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.98 k 3.98 k Area Required 16.764 int 16.764 in2 Fv: Allowable 237.50 psi' 237.50 psi Bearing @ Supports Max. Left Reaction 2.65 k Bearing Length Req'd 1.517 in Max. Right Reaction 2.65 k Bearing Length Req'd 1.517 in 1 Lateral design philosophy; (E) structure was built more than 100 years ago. The wall panels at the perimeter of the (E) structure will not be modified except where additional wall panels are. added. I n s ome 1 ocations, (E) w indows a nd d oors a re t o b e removed. The existing structure will not be enhanced, as it is not being structurally compromised as a result of this remodel, and the (E)structure has clearly "withstood the test of time". The (N) family room addition will be designed as laterally "free-standing", but will be tied to the existing structure per CBC to prevent detrimental differential movement during wind and seismic loading. B Importance factor; Basic wiodxpood 76.00 mph q, 14.50 psf Roof pitch; in 12 angle 26.57 degrees PRIMARY FRAMES AND SYSTEMS 0.0135 0.0146 0.0157 0.0165 0.0183 Outward \ � 0.0108 0.01170.01250O132 Direction Inward Roof uavu.rakes mridges without ovumooUo WALLS Slope ^3:1% 0.0207 0.0223 08240 0.0263 0.0280 Windward walls; ` Slope 2:12ho7:12.O.O234 0.0072 0.0078 0.0084 0.0088 0.0097Inward 0.0317 Leeward walls; Slope x712ho1212O.O144 0.0046 0.0049 0.0052 0.0055 0.0061 Outward Total wall,7 For slopes less than 2:12 0.0117 0.0126 0.0136 0.0143 0.0158 ROOF ' . Wind perpendicular to ridge: ridges, and canopies. 0.0272 0.0292 0.0309 0.0341 Leeward # flat roof; 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Slope 212bzless than 9:12 0.0081 0.0087 0.0004 0.0000 0.0110 Outward Slope 2:12holess than 0:12 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total; 0.0090 0.0086 0.0164 0.0110 0.0123 Wind parallel toridge and flat roofs 0.0083 0.0068 0.0073 0.0077 0.0085' 'Outward ELEMENTS AND COMPONENTS (Not inareas ofdiscontinuity) WALL ELEMENTS All ohuo�mx� O�O1O8 O�O117 O.O129 0.0132 0.0146 Inward Eno�oodondunomn�ooduhudunm� .....0.01080.0117 0.0125 0.0132 0.0146 Outward. Partially enclosed structures; 0.0144 '0.0165 0.0167 0.0176 0.0195 Outward P���� 0U17 0.01260.01360U43 0D58 �� ROOF Enclosed and unenclosed structures; Slope <7:'12; 0.0117 0.0128 0.0138 0.0143 0.0168 Outward Sb;u71%ho1%12; 0.0117 0.0128 0.0138 0.0143 0.0158 Out/in Slope >1%12; Use wo|| vo|oao Partially enclosed structures; Slope x212; 0.053 0.065 0.077 00187 0.020 Outward Slope 213to712; 0.0144 0.0155 0.0167 0.0178 0.0186 Outward Slop 2:12ho7:12; 00072 0.0078 0.0084 0.0088 0.0097 Inward S�pox712�1�1� 0.0153 0.0165 0.0177 0.0187 0.0207 Ou0� Slope Use wo|| xo|ueo ELEMENTS AND COMPONENTS (In areas ofdiscontinuities) u ����m 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.01170.01250O132 0.0146 Inward Roof uavu.rakes mridges without ovumooUo Slope ^3:1% 0.0207 0.0223 08240 0.0263 0.0280 Upward Slope 2:12ho7:12.O.O234 0.0293 0.0271 0.0287 0.0317 Outward Slope x712ho1212O.O144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs a*roof eaves, rakes or0.0252 . ridges, and canopies. 0.0272 0.0292 0.0309 0.0341 Upward C\j CV C4 C.! C4 L'.) Yz \j±C -CI--L--n w r N Y O "� ►'rIr IV%J+n t/j W oLA& LTY �&d QI L -J( _ o(o-4- �-1, W1 (Olt D 09) 0 (,1 t,i S- (- oil .011(, �-// 96, J5 c�i cn u� L"ii u.iutw � � T U) (1) W 0 C) •�CiC' IZ6 = 3,42,K G 3 13,o ,o121` AS Di .cty Z, 66K I r I i �ZI2q o`vi � �S,eIS -Al c - ec.91-1 vjes % i 12SI 22� Vi 33.5�,O(q +,of�).,i6H= 132�i� f�i = 3•5�� 2,SSK ZI ShearwallSChedUl@1997 Uniform BuiltlingCodeA.° Mark Description 1 3/8" cdx plywood with 8d nails at 6",12" o.c. 2 ' 318" cdx plywood with 8d nails at 4",12" o.c. I 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. I 6 1/2" cdx plywood with 10d nails at 3",12" o.c. , 7 518" T-1-11 plywood nailed with 8d nails at 6",12" oz. (Or 3/8" plywood panel siding) 8 518" T-1-11 plywood nailed with 8d nails at 4",12" o.c. (Or 3/8" plywood panel siding) 9 5/8" T-1-11 plywood nailed with 8d nails at 3",12" o.c. -(Or 3/8" plywood panel siding) 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 , 5/8" gypsum board nailed with 6d nails at 7" o.c. max. 12 7/8" 3 coat portland cement plaster. No. 11 GA., 1-1/2" long, 7/16" head or No, 16 GA. Staple, 7/8" legs at 6" OIC max. Commons~ Boxnails_ 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 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Wall line analysis Shearwall Summary; Description; ITaresh remodel Level; I Main 771 Line; © P lateral 2.660 kips Total wall length; 10.000 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;2 0.312 kips/ft Side 2; . 14 0.000 kips/ft 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2.737 feet None � Shearwall v; 0.266 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0:000 kips/ft Sill nailing; Q Applicable? 0.134 = 0.504 feet 16d _sinker good for 0.134 kips/each 0.266 16d nails at 6 inches o/c at SW Anchor bolts; 21 Applicable? Design v; 0.266 kips/ft Anchor size, wood species, mudsill thickness; i. PTHF 2 x plate_ ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 2.737 feet 0.266 Anchor bolts at 32 inches o/c max. Blocking/top plate; O Applicable? Connector A35 0.450 kips/each Length of attachment; 22.00 feet Connector None 0.000 kips/each Design v; 0.121 kips/ft Connectors 45 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.266 kips/ft A35 at 0 inches o/c max. Page 1 Line geometry Sheatwall summary; Line geometry and collector forces Maximum collector force; 1.451 kips Drag -truss present to assume collector forces? No Nailed top plate splice; 16d nail good for, 0.115 kips/each Splice; 13 16d nails, where used Bolted top plate splice; Use; Not applicable W v, bolt; kips/ea- No. of bolts required; Level Main Line B V1 v, V2 v2 V3 v3 V4 v4 Segment -I Desc. Wall Opening 2.66 0.12 Force 10.00 W, 10.00 y 12.00 0 12.00 y 1.451 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 0.000 Total lengths 10.00 12.00 Page.1 Wall stability; Level; Main Line; B Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf Stability details v; 0.266 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths O Ncc D �, _ o o CK ►� ~d o U v E 3 i= CO Y a Holdown 10.00 10.50 10.50 0.105 27.9 4.7 9.50 2.49 2.49 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A r Page 1 Wall line analysis. Shearwall Summary; Description; ITaresh remodel . Level; I Main Line; 0 P lateral 2.550 kips Total wall length; 12.500 feet Wall framing species; LtF__ Shearwall; Description; Mark v cap Side 1;1 0.213 kips/ft Side 2; 14 0.000 kips/ft 3/8" cdx plywood with 8d nails at 6", 12" o.c. � None � Shearwall v; 0.204 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; O Applicable? 0.134 = 0.657 feet 16d sinker good for 0.134 kips/each 0.204 16d nails at 7 inches o/c at SW Anchor bolts; 0 Applicable? Design v; 0.204 kips/ft _ Anchor size, wood species, mudsill thickness;1/2" dia. PTHF 2 x plate ElDouble anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 3.569 feet 0.204 Anchor bolts at 42 inches o/c max. Blocking/top plate; Applicable? Connector A35 0.450 kips/each Length of attachment; 30.50 feet Connector None 0.000 kips/each Design v; 0.084 kips/ft Connectors 48 inches o/c max. Connectors at rim joist to mudsill/cripple wall top,plate; ❑ Applicable? Design v; 0.204 kips/ft A35 at 0 inches o/c max. Page 1 Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 0.961 kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 8 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line 1 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening ' 2:55 10.08 1 1 1 1 1 1 1 Force 6.25 w 6.25 y 6.50 0 6.50 y ` 0.752 6.25 w 6.25 y 0.209 11.50 0 11.50 y 0.961 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 12.50 18.00 Page 1 Wall stability; Level; Main Line; 1 Assembly dead loads; Dead load trib. Lengths Roof; 0.014 ksf Floor; 0.011 ksf Wall; 10.010 Iksf -0 Stability details 9 0'1 i BIZ 0 V; 0.204 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths o N t = =CD cu.w O c C Y Q C �' a o n = C C cu (v .Y... o d Holdowri 6.25 10.50 10.50 0.105 13.4 1.8 5.75 2.04 2.04 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A. N/A N/A N/A s a r Page 1 Wall line analysis Shearwall Summary; Description; ITaresh remodel Level; Main --71 Line; 0 P lateral 1.370 kips Total wall length; 6.000 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;3/8" cdx plywood with 8d nails at 4", lz" o.c. 2 0.312 kips/ft None Side 2; 14 0.000 kips/ft Shearwall v; 0.228 kips/ft Oki v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Q Applicable? 0.134 = 0.587 feet 16d sinker good for 0.134 kips/each 0.228 16d nails at` 7 inches o/c at SW • � Applicable? Design v; 0.228 kips/ft Anchor size, wood species, mudsill thickness; 1/z" dia. PTHF z x plate Allowable shear per anchor bolt; 0.728 kips 0.728 = 0.228 Length of att achment; Design v; 3.188 feet Anchor bolts at Connector A35 19.00 feet Connector None 0.072 kips/ft Applicable? Connectors at rim joist to mudsill/cripple wall top plate; O Applicable? Design v; 0.228 kips/ft A35 at 24 inches o/c Page 1 ❑ Double anchor bolts? c` \8 inches o/c max. 0.450 kips/each 0.000 kips/each max: max. .Connectors. _• '-48inches o/c 31 � � Shearwall v; 0.228 kips/ft Oki v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Q Applicable? 0.134 = 0.587 feet 16d sinker good for 0.134 kips/each 0.228 16d nails at` 7 inches o/c at SW • � Applicable? Design v; 0.228 kips/ft Anchor size, wood species, mudsill thickness; 1/z" dia. PTHF z x plate Allowable shear per anchor bolt; 0.728 kips 0.728 = 0.228 Length of att achment; Design v; 3.188 feet Anchor bolts at Connector A35 19.00 feet Connector None 0.072 kips/ft Applicable? Connectors at rim joist to mudsill/cripple wall top plate; O Applicable? Design v; 0.228 kips/ft A35 at 24 inches o/c Page 1 ❑ Double anchor bolts? c` \8 inches o/c max. 0.450 kips/each 0.000 kips/each max: max. .Connectors. _• '-48inches o/c 31 �z Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 0.571 kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 5 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line 2 V1 v, V2 v2 V3 v3 V4 v4 Segment I Desc. I Wall I Opening 1.37 1 0.05 Force 12.50 0 12.50 y 6.00 w 6.00 y -0.571 11.50 0 11.50 y 0.525 0.000 0.000 0.000 0.000 0.000 0.000 0.000 . S ` 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 6.00 24.00 Page 1 33 Stability details Wall stability; Level; Main Line; 2 v; 0.228, kips/ft Assembly dead loads; Design controlled by; Roof; 0.014' ksf wind IVI Floor; 0.01.1 ksf Dead load reduction factor; Wall; 0.010 � ksf 0.667 Shearwall Dead load trib. Lengths o o t �' Y a> > Ca o Holdowh 6.00 '10.50 10.50 0.105 14.4 1.3 5.50 2.46 2.46 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A _. N/A N/A N/A N/A N/A N/A N/A N/A Page 1 3� Wall line analysis Shearwall Summary; Description; Taresh remodel Level; Main Line; © P lateral 0.940 kips Total wall length; 8.500 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;1 0.213 kips/ft Side 2; 14 0.000 kips/ft 3/8" cdx plywood with 8d nails at 6", 12" o.c. � None � Shearwall v; 0.111 kips/ft Okl If user -defined SW used; Description; v allow v allow; 0.213 kips/ft 0.000 kips/ft Sill nailing; Applicable? 0.134 = 1.212 feet 16d sinker good for 0.134 kips/each 0.111 16d nails at 14 inches o/c at SW Anchor bolts; El Applicable? Design v; 0.111 kips/ft _ Anchor size, wood species, mudsill thickness; 1/2" dia. FrHF 2 x plate_ ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 6.583 feet 0.111 Anchor bolts at 72 inches o/c max. Blocking/top plate; O Applicable? Connector A35 � 0.450 kips/each Length of attachment; 1 22.00 Ifeet _ Connector None 0.000 kips/each Design v; 0.043 kips/ft Connectors 48 inches o/c max. - Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.111 kips/ft A35 at 0 inches o/c max. Page 1 In Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 0.385 kips Drag truss present to assume collector forces? Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; Use;, Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line C Page 1 V1 v, V2 vZ V3 v3 V4 v4 Segment Desc. Wall Opening 0.94 0.03 Force 11.00 0 11.00 y 8.50 w 8.50 y -0.313 6.50 0 6.50 y 0.385 7.00 , 0 7.00 y 0.199 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 8.50 24.50 Page 1 Wall stability; Level; Main Line; C v; Assembly dead loads; Roof; 0.014 ksf Floor;0.011 ksf Wall; 0.010 ksf S(o Stability details oI I Z( I 0.111 kips/ft Design controlled by; seismic -1 7 1 Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths O � a� N L 2' = — M v •-- o v o a ~d �% n Cm O U p w v m E 'o coo CU o a Holdown. 8.50 10.50 10.50 0.105 9.9 3.4 8.00 0.85 0.85 PHD2/2-2x (3.610k) w N/A V N/A V - N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 1 91 Wall line analysis Shearwall Summary; Description; ITaresh remodel Level; Main Line; 0 P lateral 1.090 kips Total wall length; 6.250 feet Wall framing species; I HF 1-71 Shearwall; Description; Mark v cap Side 1;1 0.213 kips/ft Side 2; 14 0.000 kips/ft 3/8" cdx plywood with Sd nails at 6", 12" o.c. � None � Shearwall v; 0.174 kips/ft Ok! v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Applicable? 0.134 = 0.768 feet 16d sinker good for 0.134 kips/each 0.174 16d nails at 9 inches o/c at SW Anchor bolts; FZ1 Applicable? Design v; 0.174 kips/ft Anchor size, wood species, mudsill thickness; 1/2" dia. FrHF 2 x plate .I I ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 4.174 feet 0.174 Anchor bolts at Inches �olc max. UOCKingnop plate; I JI Applicable? Connector A35 v 0.450 kips/each Length of attachment; 30.50 feet Connector None 0.000 kips/each Design v; 0.036 kips/ft Connectors 48 inches.o/c max: Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.174 kips/ft A35 at 0 inches o/c max: Page 1 Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 0.456 kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line 1 V1 v, V2 vZ V3 v3 V4 v4 Segment Desc. Wall Opening 1.09 .0.04 Force 6.25 0 6.25 y 6.50 0 6.50 y -0.223 6.25 w 6.25 y -0.456 11.50 0 . 11.50 y 0.411 Total lengths 6.25 24.25 Page 1 2`I v CC) CD J N Lengtn of in' N 6T1 shearwall N 2: Height C)CD T :77 `< ic 0 Wall (t) C1 O Cr CD O Cv a CL Roof (h) r CD Floor (D <n P W dl O to (kips/ft) O:T.M. A (ft -kips) D.L.R.M. A (ft -kips) Lengtn Cil between _ cn Tie force w (kips) Y ' Tie from above (kips) 0o P total (kips) zz z z z z z z z z z z z= D D D D D D D D D D D D D ttl N N = O W CT d O 7C• = � 14 4 4 jj N r N NCD 2: T :77 `< ic .Nf m o o C N Cr CD CL O C CL N Op cL p MCO CD V a d CD O= v g a Cx o c — =- n o Q 0 0 v A v N ES Cn ar Cr C1 C E Cn Z Wall line analysis Shearwall Summary; Description; ITaresh remodel . Level; I Main Line; © P lateral 1.740 kips Total wall length; 10.000 feet Wall framing species; HF Shearwall; Side 1; 3/8" cdx plywood with 8d nails at 6", 12" o.c. Side 2; 1 None Mark v cap 1 0.213 kips/ft 14 0.000 kips/ft Shearwall v; 0.174 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; . Description; v allow 0.000 kips/ft SIII nailing; L/J Applicable? 0.134 = 0.770 feet 16d sinker good for 0.134 kips/each 0.174 16d nails at 9 inches o/c at SW Anchor bolts; 0 Applicable? Design v; 0.174 kips/ft Anchor size, wood species, mudsill thickness; 1/2' dia. PTHF 2 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 4.184 feet\� 0.174 'Anchor bolts at , ' ` ' `' -''.in ches o/c max. \ Blocking/top plate; 0 Applicable? Connector A35 0.450 kips/each Length of attachment; 22.00 feet Connector None 0.000 kips/each Design v; 0.079 kips/ft Connectors 48 , inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.174 kips/ft A35 at 0 inches o/c max. Page 1 2('O Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 0.949 kips. Drag truss present to assume collector forces? No Nailed top plate splice; 16d nailgood for; 0.115 kips/each Splice; 8 16d nails, where used Bolted top plate splice; Use; Not applicable n v, bolt; kips/ea No. of bolts required; Level Main Line B V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. I Wall I Opening 1.74 0.08 1 1 Force 10.00 w 10.00 y 12.00 0 12:00 y 0.949 0.00.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 S 0.000 0.000 0.000 0.000 0.000 .0.000 0.000 0.000 0.000 0.000 0.000 0.000 ' Jry 0.000 0.000 0.000 Total lengths 10.00 12.00 Page 1 Wall stability; Level; Main Line; B Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf Stability details r V; 0.174 kips/ft Design controlled by; 'Wind Dead load reduction factor; 0.667 Shearwall; Dead load trib. Lengths . O 2 C a( °' L •2 _ — .� o o , n o ma- C% n� o d a U p ;� P E �Z 0 i= o x o a Holdown 10.00 10.50 10.50 0.105 18.3 3.5 9.50 1.68 1.68 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A - N/A - N/A N/A Page 1 reg STRUCTURAL I CALCULATION Structural calculations for: Addition/remodel for; Rick and Valerie Taresh Durham, California Job 04-040 Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 d 1- 22-13 BUTTE COUNTY OUIL®ING DIVISION APPROVED.— Frank PPROVED. BUILDING DEPT. COPY' 2 Wall assemblies; Framed wall - wood finish ... i7��x- t`. 5Sv'}t;;r,� �D.esign:data;�x� N/a ❑� 0.000 r -- I Nva 0.000 Wind loading; Basic wind speed; 75mph Exposure; B Design method; Normal force method Structure category; Enclosed Seismic; Seismic zone; _ 3 Gravity loading; Roof assemblies; DL LL Metal roof - trussesn 0.014 0.016 �N/a 0.000 0.000 Nva------ _.._..--------- .D 0.000. 0.000 F_ loor/misc. assemblies; Floor - carpet —_ _ 0.012 0.040 rN/a -----� 0.000 0.000 FN Fa --��� 0.000 0.000 Wall assemblies; Framed wall - wood finish 0.010 N/a ❑� 0.000 r -- I Nva 0.000 Soil data; UBC Classification; 5 Allowable bearing; 1.000 ksf Soil Soil data Soil classification: OReference table 18-1-A 1997 UBC Input data for user defined classification Allowable bearing pressure 0.000 ksf Max. allowable pressure 0.000 , ksf Increase for depth U00 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 0.000 Lateral bearing (passive) 0:000 ksf/ft. of depth below grade Increase for wind/seismic 0.000 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf Page 1 Soil weight: - 0.110 k c f 3 Loyd. VV—\ raf teV-e UI �oo�' Wo c I5� "^ e �C. PIAJ ✓ll(S c 2.0 c.s 3,0 use 8,or-( z1 g U �J r [0-0 PI f S7 G�ecl� o,oL')o,�e S�zIXJ -zx-6 �e� _✓oo �a YS l J C 061Se ���, ���e�.� Use cUv(revel NDS A-cS-�Pn ra- 4e -s cxvre Si Pqe aFP 2 -also conS2lvti+(ie) L,j = 'o Wood joists - allowable span Description Existing roof rafters x` Loading data General data Deadload Live load Total load Tributary load Concentrated load Eq. uniform load Member data 0.008 : ' ksf ksf 0.024 ksf 0.032 klf 0,000, kips 0.000 kit Load duration factor Joist spacing Repetitive ? Wet use? 16.00 inches Member used; 2x6 No 2 Species; DFL No 2 Member thickness 1.500 inches Member width 5.500 inches Q Manual input Section modulus (S) 12.00 in 1;2-00,::�` in3 Area (A) 12.00 int ' 12 00 in Z -; Moment of inertia (1) 36.00 4 in , ... 4 36:00 .:.. in Lumber design values Base values, ,Spec s, ' Fb Ft , FV� _ F�1 Fc E i ,. DFL - No 2 900 575 .._ 95 _ 625 1350 1600000 Size factor C, 1.300 (Apply to Fb) Size factor C, 1.300 (Apply to F,) Size factor C, 1.100 (Apply to Fc) Repetitive member factor C, 1.150 777, Wet use factors, Fb� F, �. rF Fel `F� _ CM 1.000 1.000 1.000 1.000 1.000 1.000 Adjusted values, SpecieslGrade Fib" �T7. F, .F� _ F� E ti .i DFL - No 2 1682 748 _._ _ 119 a_ �.F�l_ . _ 625 1485 1600000 Maximum allowable spans Max. span as limited by: Bending 20.51 feet Shear 59.38 feet Total load deflection (U240) 15.87 feet 6TL > 0.794 inches Live load deflection (0360) 15.87 feet 6LL 0.528 inches Live load deflection (U600) 13.39 feet 6LL 0.268 inches Maximum allowable span at 95% (U240) 15.08 feet t 0 G x �S Maximum allowable span at 95% (U360) 15.08 feet J�— Maximum allowable span at 95% (LI600) 12.72 feet I, Wood joists - allowable span DescriptionNew roof rafters y.' ... _eral d�..., ....,gin... _.. .o.w .,........r...,...... ,... _...,..�-i.f Loading data Genata Dead load Live load Total load Tributary load Concentrated load Eq. uniform load Member data 0.008, ; ksf Load duration factor 11.25 1- '.ksf `.ksf Joist spacing 16.00- .,,'inches 0.024 ksf Repetitive ? Yes 0.032 klf 00W-,` kips 0.000 klf Wet use? No lS Member used; 2x6 No 2 _i Species; [FL No 2 Member thickness 1.500 inches Member width 5.500 inches ❑ Manual input Section modulus (S) 7.56 in' 12 0- —0:7 i n 3 '=;,12,00 Area (A) 8.25 int inZ Moment of inertia (1) 20.80 in" 36 00, . , in" Lumber design values Base values; SpecieslGrade .� K �F, F� _ Fel E , DFL - No 2 900 575 _ 95 625 1350 1600000 Size factor C, 1.300 (Apply to Fb) Size factor C, 1.300 (Apply to F) Size factor C, 1.100 (Apply to F j Repetitive member factor C, 1.150 Wet use factors; + Fb <_' F, ... ... F� _ Fel _n F� �: E _M CM 1.000 1.000 1.000 1.000 1.000 1.000 Adjusted values; SpecieslGrade ; Fn F, F� : FclE DFL - No 2 1682 748 119 ..FCC 625 1485 1600000 Maximum allowable spans Max. span as limited by: Bending 16.28 feet Shear 40.82 feet Total load deflection (L1240) 13.22 feet BTL > 0.661 inches Live load deflection (1-1360) 13.22 feet BLL 0.440 inches Live load deflection (U600) 11.15 feet BLL 0.223 inches Maximum allowable span at 95% (U240) 12.56 feet ( f r max G G N 1 �'� Maximum allowable span at 95% (LI360) 12.56 feet 0 I Maximum allowable span at 95% (L1600) 10.59 feet Cie OOb K -j r w �Q -,0(0 Ks Title : Job # I I Dsgnr: Date: 1:31PM, 13 JUL 04 Description Scope Rev: 560000 User:KW-0604815,Ver5.6.0,2-Sep-2002 General Timber Beam Page 1 (c)1983-2002 ENERCALC Engineering Software y:Uaresh.emCalculations Description RB -1 1.9eneral, Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x10 Center Span 11.50 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever It .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft .....Lu 0.00A Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Trapezoidal Loads #1. DL @ Left 109.00 #/ft LL @ Left 116.00 #/ft Start Loc 0.000 ft DL @ Right 23.00 #/ft LL @ Right 24.00 #/ft End Loc 11.500 ft Summary Beam Design OK Span= 11.5011, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Max Stress Ratio 0.277: 1 Maximum Moment 2.5 k -ft Maximum Shear " 1.5 1.5 k Allowable 11.6 k -ft Allowable 5.6 k Max. Positive Moment 2.48 k -ft at 5.198 ft Shear: @ Left 1.03 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.68 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.074 in Max. M allow 11.63 Reactions... @ Right 0.000 in fb 360.05 psi fv 29.44 psi Left DL 0.53 k Max 1.03 k Fb' 1,687.50 psi Fv 106.25 psi Right DL 0.37 k Max 0.68 k LDeflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.049 in -0.093 in Deflection 0.000 in 0.000 in ...Location 5.612 ft 5.612 ft ...Length/Deft 0.0 0.0 ...Length/Deli 2,800.2 1,481.81 Right Cantilever... Camber ( using 1.5D.L. Deft) ... Deflection 0.000 in 0.000 in @ Center 0.074 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in _ Stress Calcs Bending Analysis Ck : 24.972 Le 0.000 ft Sxx 82.729 in3 Area 52.250 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 2.48 k -ft 17.65 in3 1,687.50 psi @ Left Support 0:00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.54 k 1.03 k Area Required 14.479 int. 9.663 int Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.03 k Bearing Length Req'd 0.298 in Max. Right Reaction 0.68 k Bearing Length Req'd 0.199 in Title Dsgnr. Description Scope : Job# IZ Date: 1:31 PM, 13 JUL 04 i Rev: 560000 User: KW -0604815. Ver 5.6.0.2 -Sep -2002 General Timber Beam Page 1 (c)1983.2002 ENERCALC Engineering Software y:ltaresh.ecw:Calculations I� Description RB -2 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x10 Center Span 11.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added. to Loads Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Trapezoidal Loads #1 DL @ Left 23.00 #/ft LL @ Left 24.00 #/ft Start Loc 0.000 ft DL @ Right 109.00 #/ft LL @ Right 116.00 #/ft End Loc 0.000 ft ammary Cl 24.972 Le 0.000 ft Beam Design OK Span= 11.00ft, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Dead Load Total Load Deflection Max Stress Ratio 0.265 : 1 0.000 in 0.000 in ...Location 5.632 ft Maximum Moment ...Length/Deft 2.3 k -ft Maximum Shear * 1.5 1.5 k Allowable She Analysis 11.6 k -ft Camber ( using 1.5 Allowable Design Shear 5.6 k Max. Positive Moment 2.27 k -ft at 6.028 ft Shear: @ Left 0.65 k Max. Negative Moment -0.00 k -ft at 11.000 ft @ Right 0.98 k Max @ Left Support 0.00 k -ft Bearing Length Req'd 0.190 in Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.062in Max. M allow 11.63Reactions... @ Right 0.000in fb 329.41 psi fv 28.16 psi Left DL 0.35 k Max 0.65k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.51 k • Max 0.98 k uetlectfons1 Cl 24.972 Le 0.000 ft Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.041 in -0.078 in Deflection 0.000 in 0.000 in ...Location 5.632 ft 5.632 ft ...Length/Deft 0.0 0.0 ...Length/Deft 3,199.7 1,693.23 Right Cantilever... She Analysis @ Left Support Camber ( using 1.5 D.L. DO ) ... Design Shear Deflection 0.000 in 0.000 in @ Center 0.062 in 13.850 in2 ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing @ Supports @ Right 0.000 in Bearing Length Req'd 0.190 in Max. Right Reaction 0.98 k Stress Calcs Bending Analysis Cl 24.972 Le 0.000 ft Sxx 82.729 in3 Area 52.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 2.27 k -ft 16.15 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi She Analysis @ Left Support @ Right Support Design Shear 0.98 k 1.47 k Area Required 9.243 in2 13.850 in2 Fv: Allowable 106.25 psi 106.25 psi . Bearing @ Supports Max. Left Reaction 0.65 k Bearing Length Req'd 0.190 in Max. Right Reaction 0.98 k Bearing Length Req'd 0.285 in TZ 13 Title: Job # 1 Dsgnr: Date: 1:31PM, 13 JUL 04 Description Scope: ` Rev: 560000 I User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 General Timber Beam Page 1 i (c)1983-2002 ENERCALC. Engineering Software y:\taresh.ecw:Calculafions Description R6-3 General- Information 0.353 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x10 Center Span 11.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Bm Wt. Added to Loads Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,350.0 psi 1.31 k Load Dur. Factor 1.250 Fv Allow 85.0 psi @ Right Beam End Fixity Pin -Pin Fc Allow 625.0 psi Camber: Wood Density 35.00Opcf E 1,600.0ksi ,-Full Length Uniform Loads @ Center - Max. M allow 11.63Reactions... @ Right 0.000in fb 521.49 psi Center DL 37.53 psi 109.00 #/ft LL 116.00 #/ft Max Left Cantilever DL Fb 1,687.50 psi #/ft LL #/ft Right DL 0.67 k Right Cantilever DL 1.31 k #/ft LL #/ft 0.000 ft Beam Design OK Span= 11.00ft, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Max Stress Ratio 0.353 : 1 Maximum Moment Dead Load 3.6 k -ft Maximum Shear * 1.5 2.0 k Allowable -0.125 in Deflection 11.6 k -ft Allowable ...Location 5.6 k Max. Positive Moment 3.60 k -ft at 5.500 ft Shear: @ Left 1.31 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.31 k Max @ Left Support 0.00 k -ft 0.096 in Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.096in Max. M allow 11.63Reactions... @ Right 0.000in fb 521.49 psi fv 37.53 psi Left'DL 0.67 k Max 1.31 k Fb 1,687.50 psi Fv • 106.25 psi Right DL 0.67 k Max 1.31 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.064 in -0.125 in Deflection 0.000 in 0.000 in ...Location 5.500 ft 5.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,070.2 1,059.93 Right Cantilever... Camber ( using 1.5D.L. Defl ) ... Deflection 0.000 in 0.000 in @,Center 0.096 in ...Length/Deft 0.0 0.0 @ ILeft 0.000 in @'Right 0.000 in _Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 82.729 in3 Area 52.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Redd Allowable fb @ Center 3.60 k -ft 25.57 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.96 k 1.96 k Area Required 18.457 in2 18.457 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.31 k Bearing Length Req'd 0.380 in Max: Right Reaction 1.31 k Bearing Length Req'd 0.380 in 15 Title Dsgnr: Description Scope: Job # Date: 9:15AM, 13 JUL 04 rteao User: Kw -0604815. Ver 5.6.0. 2 -Sep -2002 General Timber Beam Page 1 ( )v:1963-uuu2002u ENERCALC Engineering Software y:Uaresh.ecmCalculations Description R13-4 General Information 5.71 k -ft Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Max @ Left Support Center Span 12.25 ft .....Lu 0.00 ft 0.00 k -ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Fb 1,093.75 psi Beam Depth Member Type 11.250 in Sawn Right Cantilever Douglas Fir -Larch, No.2 It .....Lu 0.00 ft / Bm Wt. Added to Loads @ Center Fb Base Allow 875.0 psi 0.0 Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000pcf E 1,600.0ksi LFull Length Uniform Loads Center DL 143.00 #/ft LL 152.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary W Span= 12.25ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.849 : 1 Maximum Moment 5.7 k -ft Maximum Shear " 1.5 Allowable 6.7 k -ft Allowable Max. Positive Moment 5.71 k -ft Max. Negative Moment 0.00 k -ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 6.73 lb 928.60 psi tv Fb 1,093.75 psi Fv Deflections at 6.125 ft at 12.250 ft Reactions... 71.07 psi Left DL 118.75 psi Right DL Shear: @ Left -0.232 in Deflection @ Right Camber: @ Left 6.125 ft @ Center 0.0 @ Right 0.93 k Max 0.93 k Max Beam Design OK 2.8 k 4.7 k 1.87 k 1.87 k 0.000 in 0.175in 0.000 in 1.87k 1.87 k Deflection -0.116 in -0.232 in Deflection 0.000 in 0.000 in ...Location 6.125 ft 6.125 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,263.6 632.96 Right Cantilever... Camber ( using 1.5D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.175 in ...Length/Deft 0.0 0.0 @Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.019 Le 0.000 It Sxx 73.828 in3 Area 39.375 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 5.71 k -ft 62.68 in3 1,093.75 psi @ Left Support 0.00 k -ft 0.00 in3 1,093.75 psi @ Right Support 0.00 k -ft 0.00 in3 1,093.75 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.80 k 2.80 k Area Required 23.564 in2 23.564 in2 Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.87 k Bearing Length Req'd 0.853 in Max. Right Reaction 1.87 k Bearing Length Req'd 0.853 in � ► - -3/2- e, 0, R I i i r i User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description R13-5 Title : Job # Dsgnr: Date: 9:16AM, 13 JUL 04 Description Scope : General Timber Beam Page 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 3.125x12.0 Center Span 14.50 ft .....Lu 0.00 ft Beam Width 3.125 in .Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 190.0 psi Beam End Fixity Pin -Pin' Fc Allow 560.0 psi Wood Density 35.000 pcf E 1,800.0 ksi LFull Length Uniform Loads Center DL 173.00 #/ft LL 184.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection Beam Design OK -0.450 in Deflection Span= 14.50ft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin 7.250 ft 7.250 ft ...Length/Deft 0.0 0.0 Max Stress Ratio 0.513 : 1 387.06 Right Cantilever... Camber ( using 1.5' D.L. Deft ) ... Maximum Moment 0.000 in 9.6 k -ft Maximum Shear 1.5 4.0 k 0.0 Allowable @' Left 18.7 k -ft Allowable 8.9 k 0.000 in Max. Positive Moment 9.62 k -ft at 7.250 ft Shear: @ Left 2.65 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 2.65 k Sxx 75.000 in3 Area Max @ Left Support 0.00 k -ft Cv 1.000 Rb 0.000 Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft Allowable fb @ Center @ Center 0.335in 3,000.00 psi Max. M allow 18.75Reactions... 0.00 k -ft 0.00 in3 3,000.00 psi @ Right 0.000 in 0.00 k -ft fb 1,539.51 psi fv 106.17 psi Left DL 1.32 k Max 2.65k 1r Z� 0, Fb 3,000.00 psi Fv 237.50 psi Right DL 1.32 k Max 2.65 k 16.764 in2 flections Center Span:.. Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.224 in -0.450 in Deflection 0.000 in 0.000 in ...Location 7.250 ft 7.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 778.1 387.06 Right Cantilever... Camber ( using 1.5' D.L. Deft ) ... Deflection 0.000 in 0.000 in @,Center 0.335 in ...Length/Deft 0.0 0.0 @' Left 0.000 in @'Right 0.000 in Stress Calcs Bending Analysis Ck 19.865 Le 0.000 ft Sxx 75.000 in3 Area 37.500 in2 Cv 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Redd Allowable fb @ Center 9.62 k -ft 38.49 in3 3,000.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,000.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,000.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.98 k 3.98 k Area Required 16.764 in2 16.764 in2 Fv: Allowable 237.50 psi 237.50 psi Bearing @ Supports Max: Left Reaction 2.65 k Bearing Length Req'd 1.517 in Max. Right Reaction 2.65 k Bearing Length Req'd 1.517 in I ^r II Lateral design philosophy; (E) structure was built more than 100 years ago.. The wall panels at the perimeter of the (E) structure will not be modified except where additional wall panels are added. I n s ome 1 ocations, (E) w indows a nd d oors a re t o b e removed. The existing structure will not be enhanced, as it is not being structurally compromised as a result of this remodel, and the (E)structure has clearly "withstood the test of time". The (N) family room addition will be designed as laterally "free-standing", but will be tied to the existing structure per CBC to prevent detrimental differential movement during wind and seismic loading. Ulf odd-- l ti >velue ` > Jfl 0 F. u f f t' > 'd ::::::a::1e:16-::: :...... 9 ...::.............. . Exposure; B Importance factor; Basic wind speed; 75.00 mph qs 14.50 psf Roof pitch; f tjiJ« 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'-155 <205 <255 <305 <405 Ce 0.62 0.67 0.72 0.76 0.84 Cq t$Q`< 0.0072 0.0078 0.0084 0.0088 0.0097 Inward .............. BSO'< 0.0045 0.0049 0.0052 0.0055 0.0061 Outward 0.0117 0.0126 0.0136 0.0143 0.0158 f}<7Q'€ 0.0063 0.0068, 0.0073 0.0077 0.0085 Outward ....:......:...... .................. 0.0081 .0.0087 0.0094 0.0099 0.0110 Outward 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward 0.0090 0.0095 0.0104 0.0110 0.0122 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) - 0.0136 0.0143 WALL ELEMENTS Outward Slope 7:12 to 12:12; '13a 0.0117 0.0126 0.0136 0.0143 0.0158 All structures; '`'2b ...:.............. 0.0108 0.0117 0.0125 .0.0132 0.0146 Inward Enclosed and unenclosed structures; 'I 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; .................. :::;;;1::50';` 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls 0.0167 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF Enclosed and unenclosed structures; Slope < 7:12; >` tf0f 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12; '13a 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12; Use wall values Partially enclosed structures; Slope < 2:12; E7Q?:> 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; <16J 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; '':>QBfl'` 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; l7ti' 0.0153 0.0165 0.0177 0.0187 0.0207 OuUin Slope>12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners; Roof eaves, rakes or ridges without overhangs Slope < 2:12 Slope 2:12 to 7:12 Slope > 7:12 to 12:12. For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and'canopies. .................. 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.0117 0.0125 0.0132 0.0146 Inward :................. .................. 0.0207 0.0223 0.0240 0.0253 0.0280 Upward 0.0234 0.0253 0.0271 0.0287 0.0317 Outward 0.0144 0.0155 0.0167 0.0176 0.0195 Outward .................. ;::;:::2;80.0252 0.0272 0.0292 0.0309 0.0341 Upward C� (A) yy% I vv% d YY) * o Ck TY (.-J alJ LASS W W t LLJ ( ( zl-x^5e v a �Imo) VJ 0 VJ 2 1 C, �,o[1�) of 0 1-4 —5v&ceeA W M O 1"l -t J� N Uj L wiTI : 1 . �- z z, o Z1 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. I 3 318" cdx plywood with 8d nails at 3",12" o.c. 4 112" cdx plywood with 10d nails at 6",12" o.c. 5 112" cdx plywood with 10d nails at 4",12" o.c. I 6 112" cdx plywood with 10d nails at 3",12" o.c. I 7 518" T-1-11 plywood nailed with 8d nails at 6",12" o.c. (Or 318" plywood panel siding) 8 5/8" T-1-11 plywood nailed with 8d nails at 4",12" o.c. (Or 3/8" plywood panel siding) 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. (Or 318" plywood panel siding) 10 112" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with. 6d nails at 7" o.c. max. 12 718" 3 coat portland cement plaster. No. 11 GA., 1-1/2' long, 7116" head or No, 16 GA. Staple, 718" legs at 6" OIC max. Commons;���; Box:nails��a���i� jT,AHF DF 1 ff, HF °DFS 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 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Wall line analysis Shearwall Summary; Description; ITaresh remodel Level; Main Line; Total wall length; /10.000 feet Wall framing species; HF P lateral 1.740 kips Shearwall; Description; Mark v cap Side 1;1 0.213 kips/ft Side 2; 14 0.000 kips/ft 3/8" cdx plywood with 8d nails at 6", 12" o.c. ✓ None � Shearwall v; 0.174 kips/ft Okl If user -defined SW used; Description; I I v allow Sill nailing; El Applicable? v allow; 0.213 kips/ft 0.000 kips/ft 0.134 = 0.770 feet 16d sinker good for 0.134 kips/each 0.174 16d nails at 9" inches o/c at SW Anchor bolts; [A Applicable? Design v; 0.174 kips/ft _ Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2 x plate _ ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 0.174 Length of attachment; Design v; 4.184 feet Anchor bolts at Applicable? Connector A35 22.00 feet Connector None 0.079 kips/ft \ �! -inches o/c max. 0.450 kips/each 0.000 kips/each Connectors 48 �/ inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.174 kips/ft A35 at 0 inches o/c max. Page 1 ZS 2(o Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 0.949 kips Drag truss present to assume collector forces? Nailed top plate splice; No 16d nail good for; 0.115 kips/each Bolted top plate splice; Splice; 8 /16d nails, where used Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line B V1 v, V2 vz V3 v3 V4 v4 Segment Desc. Wall Opening 1.74 0.08 Force 10.00 w 10.00 y 12.00 0" 12.00 Y. 0.949 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 0.000 Total lengths 10.00 12.00 Page 1 Wall stability; Level; Main Line; B v; Assembly dead loads; ' Roof; O-0-1 4-1 ksf Floor;0.011 ksf Wall; 0.010 ksf Stability details 0.174 kips/ft Design controlled by; Wind — —_I 'V I Dead load reduction factor; 0.667 Shearwall Dead load trib. Lengths O (p v v C O O U C Y Cp CU01 0Holdown Y> � N = ll f- o_n 10.00 10.50 10.50 0.105 18.3 3.5 9.50 1.68 1.68 PHD2/2-2x (3.610k) N/A V N/A w N/A V N/A V N/A V N/A N/A N/A - N/A N/A N/A Iw N/A N/A Page 1 ' Wall line analysis Shearwall Summary; ' Description; ITaresh remodel Level; I Main Line; �1 P lateral 1.090 kips Total wall length; 6.250 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;None 1 0.213 kips/ft Side 2; 14 0.000 kips/ft 3/8" cdx plywood with 8d nails at 6", 12" o.c. � � Shearwall v; 0.174 kips/ft Ok! If user -defined SW used; Description; v allow Sill nailing; O Applicable? v allow; 0.213 kips/ft 0.000 kips/ft 0.134 0.768 feet 16d sinker good for / 0.134 kips/each 0.174 16d nails at 9 ✓ inches o/c at SW Anchor bolts; Q Applicable? Design v; 0.174 kips/ft Anchor size, wood species, mudsill thickness; 1/r dia. PTHF 2 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 0.174 Length of attachment; Design v; 4.174 feet Anchor bolts at �'d inches o/c max. Applicable? Connector A35 0.450 kips/each 30.50 feet Connector None 17 0.000 kips/each 0.036 kips/ft Connectors 48 inches o/c mad Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.174 kips/ft A35 at 0 inches o/c max. Page 1 • � 2`I Line geometry Shearw' all summary; Line geometry and collector forces Maximum collector force; 0.456 kips Drag truss present to assume collector - - forces? I No 0 ,rya'' /� � Nailed top plate splice; f 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level F Main Line 1 V1 v, V2' v2 V3 v3 V4 V4 Segment Desc. Wall Opening 1.09 0.04 Force 6.25 o 6.25 y 6.50 0 6.50 y -0.223 6.25 w 6.25 y -0.456 11.50 0 11.50 y 0.411 Total lengths 6.25 24.25 Page 1 • 30 Stability details Wall stability; Level; Main Line; 1 Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf V; 0.174 kips/ft Design controlled by; Wind ___I- Dead load reduction factor; 0.667 Shearwall, Dead load trib. Lengths c 0 N _ o O Q' o O lL x v Y i J D _' 0 0 y O H v N O H 0 p d Holdown 6.25 " 10.50 10.50 0.105 11.4 1.4 5.75 1.83 1.83 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A N/A N/A N/A Iw N/A --- Iw N/A Iw N/A N/A N/A Page 1 J Wall line analysis Shearwall Summary; Description; ITaresh remodel Level; Main Line; P lateral 1.370 kips Total wall length; ;6.000 feet . Wall framing species; I HF Shearwall; Side 1; Side 2; DescriDtion: I 3/8I cdx plywood with 8d nails at 4", 12" o.c. None - Shearwall v; 0.228 kips/ft Okl If user -defined SW used; Description; v allow Sill nailing; Applicable? Mark v cap 2 0.312 kips/ft 14 0.000 kips/ft v allow; 0.312 kips/ft 0.000 kips/ft 0.134 = 0.587 feet 16d sinker good for 0.134 kips/each 0.228 16d nails at 7 inches o/c at SW Anchor bolts; El Applicable? Design v; 0.228 kips/ft Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2 x plate I I ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 3.188 feet "�� 0.228 Anchor bolts at 8 inches o/c max. tiiocKing/top plate; LI Applicable? Connector A35 _ 0.450 kips/each Length of attachment; 19.00 feet Connector None 0.000 kips/each Design v; 0.072 kips/ft Connectors 48 inches o/c max. v Connectors at rim joist to mudsill/cripple wall top plate; El Applicable? Design v; 0.228 kips/ft A35 at 24 inches o/c max. Page 1 —91 J� U Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 0.571 kips Drag truss present to assume collector forces? No _ Nailed top plate splice; 16d'nail good for; 0.115 kips/each Splice; 5 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line 2 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1.37 0.05 Force 12.50 6 12.50 y 6.00 w 6.00 y -0.571 11.50 0 11.50 y 0.525 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 6.00 24.00 Page 1 -3:L Wall stability; Level; Main Line; 2 Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf 33 Stability details V; 0.228 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 Shearwall Dead load trib. Lengths OCOr cu C . N y D •O = CO O O O U- n C y L- rC" y CLf J N O .O U Y O Q O 0 O Holdown 6.00 10.50 10.50 0.105 14.4 1.3 5.50 2.46 2.46 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A _ N/A N/A Page 1 fl. SITE PLAN REVIEW APPLICATION Date: % — 2 -7— 2,00 c( AN J3,11- 01_10 _Otll Permit Number (if applicable) ®�� 22/.3 Bin Number 1,1--16-- APPLICANT ,1"—l6-- APPLICANT INFORMATION Parcel Size: Owners Name:✓'�S� `lam �iuS� Owners Address: Telephone No::' Situs Address: Proposed Use: Residential ❑ New Single Family Residential Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary -Travel -Trailer. ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑' New Industrial lndutal Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): M ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form 0'Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) I I Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval (i Sitif Stampeii Approved Date 21" ZM` Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundatio)1 d-elign required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: �( • Flood Panel No.: 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 "20 &= o rL Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front q-01 Side n-D; Side Street Rear 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 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------- Subdivision Map Special Fees. ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [a] Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards�(qDe d Creation:❑ No ❑ Yes Comments: t"e -- S.P. ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision ME/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: J ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development., Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 O Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061052 B. C. Building Permit 01-16-04 pg 1 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: 05/26/2006 APN: 039-250-011-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2961 BURDICK RD DUR Map Index: Date: Contractor: Description: INGROUND POOL OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TARESH FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a TARESH CARROLL R & NANCY M TRS signed statement that he or she is licensed pursuant to the provisions of 500 PASEO COMPANEROS 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 CHICO, CA 95928-8302 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).): p' 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: TARESH FAMILY TRUST Code: The Contractors' State License Law does not apply to an TARESH CARROLL R & NANCY M TRS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, PO BOX 968 provided that such improvements are not intended or offered for DURHAM, CA 95938 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530)519-3437 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed. contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Exempt under Article 3 he Business and Professions Code ❑ II�.am--�� �� Date2� Owner License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: 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,27y 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: —.ZOO — O S' O'QcD Applicant:V. 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 ��2� '� code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resol ti ns to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) '?/n -16 Date: 2 V Name: BY Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that 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 YP official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes �(� ��� Signature: Print Name: Date: Owner ElContractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARY'MEN°T OF ]DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUR-MITTAi -REQI7IREMENT'S OFFICE ii: (530) 538-7541 A FEE WILL. BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name 5Frss Name �L Address,D0 Address l Phone SIL 3 Fax E-mail 149K_�ELL ,, /1JE % APPLICANT INFORMATION CONTRACTOR Name �L O N Address � O S ,7—, N City Fax State Zip Phone Fax 1 C�c3i�"��/ Fax .E-mail. State License Number Lic. # ...Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name O N Address � O S ,7—, N Phones! 3 / `� Fax 7 Phone2:P-62 Name Fax 1 C�c3i�"��/ E-mail State License Number APPLICANT INFORMATION -Name � 772f Address T 6 City Subdivision Name O Phones! 3 / `� Fax "runner APPL NT SIGNATURE X For office use only: Zoning Flood Zone SRA Yes Ul Occ. Type Const. Subdivision Name Map Book Page Lot # "runner Date approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMSIBUILDING FORMS1BldgApplSubRgmts.doc .FF.Rik[IT NO. BIN #. I PROJECT LOCATION AP# Property Address v`i G� /GiC C'ty WORKER'S COMPENSATION Policy Number Carrier If firing anyone other than license contractors, a cerd icate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee.. The eon must be made or -or to she expiration of the . . permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. IlRe,ceivqd by: Amount: � Ly r�!5 Bldg SRA Receipt 41- Sheriff Sheriff ( SMIP IIDate:miler -9-7V- Teta! II Page 1 of 2 REV 410-06 ,.\M ;1.1.: F_ r ,1:.. i` ..,. ..�. .r •. * .sa.`- r .r 4w �: COUNTY O'F.�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: �/� Q ''C. J� ASSESSOR PARCEL NUMBER V J'► �0 Proposed Building Use: pC� 1 Permit Technician: Date: S_ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order pply. 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. .:6 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 faxesl ❑ 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �, 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 0 15. Fire Sprinklers.......................:.................................................................... .❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑. . -17. Soils Report and/or Engineered Foundation required ........................................... ❑�Q, 18. Erosion Control Plan Required........................................................................ b Fees as shown on the attached Schedule of Fees Due Sheet.....gta..� . ❑ 20. City of Chico Plumbing permit ............................. ¢ . ❑ 21. Site plan and business license approval from the City of Biggs .............................. o 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements,_Drainage.: ......................f� 25. NPDES Form.. Review :: (commercial projects only). Sent by: ........... :.......... 25. Fire Marshall Review':................................................:�............................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ................ :.......... ❑ 28. Contractor's license information (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrigf and Policy Number .......................................... 30. Owner -Builder Verification (7- Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... 0 32."'Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits ................................................ :........ ❑ 34. Deed Restriction.......................................................................................... El 35. 13 Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 1 - and hold for pickup. I have been informed of the abo�Ge items and requirements for obtaining a building permit. Applicant.` Date: s` B- D 1. Index permit application for the above items numbered: % Pan Chtter 2. Additional items re d Contractor, designe own , was advised of the above data by phone, ❑ mail, ❑ counter, b Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b . Date. Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.netldds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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. I 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. . o If you are an employer, you must register with the state and federal government 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. o There may be financial risks foryou if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. w . o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "own er-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 contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Manager, Building Diviion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [x] NO [ ]. 2. I HAVE [ ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE g—g:0 G NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Plot Plan Attached _� Flow Plan Attached Sent to BD/DS / TO: Building Division - Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance 1 ""e'A l41 'sw✓j,'e,l,- 12 Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for -4well tag. Other Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well ,';g Environmental Health Specialist Date Building Clearance 9/2005 :Q pgtTlvlEl�T (� p \` o < 0 0 oovt4l-i AGeifc Department C o u n t J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II 'Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE] 1 Project Description: 5&1) M m 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. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: L/G_ei,f_e, X-aL 9-kl Title: Date: S- y -V fv Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 1 x COUNTY OF BUTTE s BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �re�—lvS Z s OWNER PERMIT NO. ti A routine inspection indicates that the following violations of Butte County Ordinances exist at ffa the above address and should be corrected. Please call for re'- inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. I I Y4 !�I c7✓ �73 �(f dy %�1 j wiC p Date /l /�i3 /� �� Inspector �lL+ �r'� REV 4/05 • Phone # Z h FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ;r Wn OWNER PERMIT NO. a A routine inspection indicates that the following violations of Butte County Ordinances exist at the above' address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. AOU W kI V�n vin, YrIl V661 . A ��- & Date Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 RaynerCovers.rorn i Rb►yner iii aerice r.'.�Yt{i' ile-ii,1K`ttlt• �,.•tat..l., a F`rai P1699 1®f 2 Since 1975, Rayner Poo! Cr.vPr; have given pool owners tremendous peace of mlild. ct r t t' 1► i l l f' r,ti t 3k, c. Rayner Pool 0,:;vOirs will hold -the weight of a small child, helping to prevent'drowhinq. Rayner Pool Covers are Indivithinliy de.signed to fit each pool perfectly. Rayner's state,of-the-art patented A -B Verifler"' measuring. tool enables our dpalers=to-t`ake the guesswork out of measuring difticu+t or od.d-site pool designs to ensure a perfectly -fit cover; the first time It Is produced. i2.ayner Safety Pool Covers are manUfac:tured in the U.S. with only the . best safety mesh and vinyl materials for a st_rong',. durable and safe pool cover. Ali Rey'r,er safety I-nesh and solid vinyl Covers are certified to meet or exCeed ASSTM F1346-91' Specification -s, For extra strength, ,w` fully relmforre both the trp and bottorn of our Mvers with pralypropylene webbing. Besides being the safest Covers on the market, another benefit to Rayner Fool Covers Is'they keep leaves and debris out of the pooi reducing maintenance time to reopen your pool All Rayner pool Covera are backed by e ten year warranty. ; 41 Ray"I Cuvlrtr'g Syit8m,,,' MC.'gi!'R hts R� Bot? b48-0757. '9 �sserired. ' 3 8f'!0' �lY:3i'*d�§6f'Aa4Q IS1tJ�°aS�t t �1�#�� #�rA 2eiFi T i;3 �' l t+l � €� � � Q ��� � � T l !� � �tcx �s#+•ta.nes arx :; ri �drk�4� l�Fta�ra�i�rsatr�tum . August 2003 Rayner Safety Mesh Pool CoverCertification This document is to certify that on 16 May 2003, a Rayner Safety Mesh Pool Cover manufactured by Rayner Covering Systems, Inc. of South Elgin, Illinois was tested per ASTM F- 1346-91, entitled: Standard Performance 'Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs: The pool cover Classification and Minimum Qualification Criteria that were required of this cover is outlined in Section 4 of the ASTM F-1346-91 standard. COVER CERTIFICATION ASTM -F-1346-91 Section 3: Terminology 3.1 Definition of Terms Specific to This Standard: 3.1.14 manual safety cover (MSC) — a barrier which requires it to. be placed over the water manually. Provides a high level of safety for children under the age of five by inhibiting their access to the water. ASTM -F-1346-91 Section 4: Cover Classifications and Minimum Qualification Criteria 4.1 Not Applicable 4.2 Manual Safety Cover (MSC) — Provides a high level of safety for children under the age of five by inhlbiting their access to the water. May require a longer period of time to be fully secured. 4.2.1 Must satisfy 5.1-5.3, 6.1-6.5, 7.1-7.4, 8.1, 8.2, 8,4-8.12, 9.1-9.4, and all subsections. The results of these tests were as follows: ASTM -F-1346.91 Section 5: Materials and Manufacture 5.1 Only materials not known to be.harmful to health, within the intended application, shall be used. e ASTM F-1316-91 Cartiriration Raynor Safety Mesh Pool Cover Meets Requirement: The mesh panels used to construct the cover are manufactured from polypropyiene. 5.2 All materials and components shall be durable and satisfactory for the intended purpose . under the conditions normally prevailing at the site. Meets Requirement: The primary components of the pool cover system are polypropylene mesh, brass anchors, and stainless steel springs.. 5.3 The cover shall be manufactured or fabricated, or both, in accordance with generally accepted, good manufacturing practices. Meets Reguirentent ASTM -F-1348.91 Section 6: General Requirements for Safety Covers 6.1 Installation/Use of safety covers — Unless installed by the manufacturer, or responsible parties, or both, detailed instructions for installation shall be given in a form included in the packaging or a label, or both, attached to the cover. Meets Regulrement 6.2 Labels attached to the cover shall meet the general requirements described in 8.5.1 and 8.8-8.8.2 Meets Requirements 6.3 ' Markings for safety covers shall Include: 6.3.1 The manufacturer's name, Meets Requirements 6.3.2 Date manufactured or installed,:and Meets Requirements 6.3.3 Instructions to consumers to inspect the cover for premature wear or deterioration. Meets Requirements 6.3.4 Labels attached to covers shall meet the general requirements described in 8.4.1,8.7-8.8.1, and 8.9. Meets Requirements 6.4 Fastening mechanisms or devices — Ties, attachment points, anchors, anchorage', and controls for automatic. covers or other means of fastening a cover shall include provisions such as keys, combination locks, special tools, devices, or inaccessible 2 ASTM F-1346-91 Certification Raynor Safety Mesh Pool Cover locations, and the like, to inhibit children under five years of age from removing or operating the cover. When subjected to the load and perimeter deflection tests described in 9.1 and 9.2, all fastening devices shall remain in their intended, secured, or closed, or both, positions. After the test, the intended performance of the device should not be impaired. Meets Requirements: The attachment mechanism of the cover is sufficiently difficult to prohibit children less than five years of age from removing and operating the cover: An installation tool (rod) is required for proper installation. After all testing, all anchors and fastening devices remained secure and in operable condition. 6.5 Openings - The cover shall be designed in such a way that, when it is tested by the test method described in 9.4, any opening in the major component or between the edge of the cover and the top surface of the pool or spa does not allow the test object to pass through. The test. object shall not gain access to the water, or be subJect to entrapment. Meets Requirement: Access to the pool was restricted in all tests. ASTM -F-1346-91 Section 7: Performance Requirements for Safety Covers 7:1 Static load - In the case of a pool with a width or diameter of greater than 8 ft. from the periphery, the cover shall be able to hold the weight of 485 Ib. (2 adults and 1 child) to permit a rescue operation. Meets Requirement 7.2 Perimeter Deflection - The cover shall be designed in such a way that, when it is tested by the test method described in 9.2, deflection of the cover does not allow the test object to pass between the cover and the side of the pool, or to gain access to the water. Meets Requirement 7.3 Surface Drainage - The cover shall be so constructed, or incorporate a system, or have an auxiliary system provided, that when used in accordance to the manufacturer's instructions, shall drain substantially all the standing water from the cover within a period of 30 min. after cessation of normal rainfall. Compliance shall be determined by the test in 9.3. Meets Requirement. 7.4 Opening Test The tests shall be conducted by the test method described in 9.4 to demonstrate that any opening In the major component or between the edge of the cover and the deck surface or coping wall, or both, and the top surface of the. pool or the top surface of the spa is sufficiently small and strong to prevent the opening from being forced to a size that will allow the test object to pass through. Meets Requirement A$TNi F-1346-91 Certification Raynor Safety Mesh Pool Cover ASTM F-1346-91 Section 8: Minimum Label Requirements for All Covers for Swimming Pools, Spas, and Hot Tubs 8.1 Product Label - Required to identify manufacturer Shall meet requirements of 8.5.1 and 8.8-8.8:2 Meets Requirement 8,2 Warning Labels - Required of all covers Warning Label Meets Reouirements 8.2.1 Signal Word: WARNING Meets Requirement 8.2.2 Safety Alert Signal., Meets Requirement 8.2.2.1 Word Message: AVOID DROWNING RISK • Shall be the first message under the signal word. Meets Requirement 8.2.2.2 Additional Word Message Statement: Required for the following hazards — If this hazard'ex�sts> %Ad'd this;warr Remove c6vercompletety befo e oncealment, Entraprr�j rover ing underlie, entry of bathers =entrapment ossible! �e�ner� Ngulr_emsnt for ati' vsr Noce -so tired or improp Y sem covers are_ a hazard `Option for Safe Covers; Failure at follo all instructions may y resuh in ipj4aor drpwn 0 ., Note:for above table .s• .e i ori} Meets Requirement 8.3 Not Applicable 8.4 Color— for Safety Cover Warning Labels 8.4.1 Signal and Message word panel may be same color and contrasting with lettering Meets Requirement 8.5 Warning Labels — Letter Size 4 ASTM F-1346-$1 Certification Raynor Safety Mesh Pool Cover 8.5.1 Lettering shall be of a size that enables a person with normal or corrected vision to read the safety sign or label at a safe viewing. distance from the hazard. Meets Requirement 8.5.2 Signal Word • Letter height shall be at least 50% greater than the selected height of the message panel wording. Meets Requirement 8. 5.3 Safety Alert Symbol • Shall precede the signal word • Shall have base on the same horizontal line as the base of the signal word. • The height of the safety alert signal shall equal or exceed the signal word letter height. Meets Requirement 8.5.4 Word message letter height shall be: SaferVieuring -" `h, 6Minimum Letter,Neight,for Y 'ABLbReadirig Minimum Letter He►ght,fdr R x y Distance ` x t � r " ' , � , FA -;. �," Uh1FAUORABLE`Reatling t,', �,Ctndttioris � Coridttions x # Less than than 24�in. Height (in.) = View Distance Height (in.) = View Distance 150 75 24 to 96 in. Height (in.) = View Distance Height (in.) = View Distance 300 150 j Greater than 96 in. Height (in.) = View Distance Height (in.) = View Distance - I 400 300 Meets requirement 8.6 Letter Style 8.6.1 Signal Word • Sans Serif — Upper case only Meets Requirement 8.6.2 Message Panel • Sans Serif — Upper case only Meets Requirement 8.6.1 Acceptable Letfering Styles • Medium Helvetica • Bold Helvetica 5 ASTM F-1346-91 Certification Raynor Safety Mesh Pool Cover News Gothic Bold Meets Requirements 8.7 Placement - Location shall be such that the message will: 8.7.1 - Be readily visible to the intended viewer, taking into consideration all possible viewing angles Meets Requirements 8.7.2 - Alert the viewer to the potential hazard in time to take appropriate action Meets Requirements 8.7.3 - Label must be so as not to be removed in the fitting process Meets Requirement 8.8 Life Expectance - Label shall have a reasonable expected life with good color stability and word message legibility. Meets Requirement 8.8.1 Protection - Placement of label should provide protection from foreseeable damage, fading, or visual obstruction caused by abrasion, ultraviolet light or substances such as chemicals or dirt. Meets ReguirertMant. 8.8.2 Attachment - The label shall be attached permanently to the product so that It cannot be easily removed. Meets Requirements 8.9 Replacement - Product/warning labels should be replaced by the product user when they no longer meet legibility requirements for safe viewing distances described in 8.5.1 and 8.7.1. In cases where products have extensive expected life or where exposed to extreme conditions, the product user should be ableJo obtain replacement. labels from the manufacturer or responsible party. Meets Requirements 8.10 Instruction/Use Label - Any product instructions or use labels not attached to the product, intended to be viewed by the consumer/user shall contain in its contents the same applicable warning label as set forth in 8.2-8.6.3. Meets Requirements 8.11 Packaging Label = if packaging is Intended for product display to the consumer/user, applicable warning label as described in 8.2-.8.6.3 shall be placed on the printed side of ASTM F-1346-91 Certification Raynor Safety Mesh Pool Cover the package Intended for display and/or consumer information. The label shall be printed on or affixed to the package and, not easily removable. Meets Requirements 8.12 Compliance Labeling — All labels shall note the specific cover classification. Meets Requirements ASTM F-1346.91 Section 9; Test Methods for Safaty Covers 9.1-9.4These subsections describe the specific tests and test objects that are required to be performed In order to satisfy the requirements of Section 7. All of the tests were performed and the results are Indicated In the Section 7 paragraph of this report. Overall Determination The tested Rayner Safety Mesh Pool Cover PASSES all of the requirements of ASTM- F1346-91 STMFt346-91 General. Requirements, as specified in Section 6, ASTM -F1346-91 Performance Requirements, as specified in Section 7, .and ASTM -F1346-91 Minimum. Label Requirements, as specified in Section 8. . Very truly yours, Inter -City Testing and Consulting R. Stephen Wortman ordon H.. Damant Consulting'Engineer Director � � � � ,�� � � �; � 2�� ,> ,��. +- �� � � � "� 'I�� Y - ' � IV -ate d� �-��(�- ss��' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061052 f3. c. t3uuding Permit ui-ib-1)4 pg i L16ENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provislo s of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/26/2006 APN: 039-250-011-000 the Buslss and Professions Code, and my license Is In full force and effect. License Class: license Number: Site Address: 2961 BURDICK RD DUR Map Index: Date: Contractor: Description: INGROUND POOL OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TARESH FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a TARESH CARROLL R & NANCY M TRS signed statement that he or she is licensed pursuant to the provisions of 500 PASEO COMPANEROS 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 CHICO, CA 95928-8302 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 penally 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: TARESH FAMILY TRUST Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does TARESH CARROLL R & NANCY M TRS such work himself or herself or through his or her own employees, PO BOX 968 provided that such improvements are not intended or offered for DURHAM, CA 95938 sale. If however, the building or improvements are sold within one have the burden (530)519-3437 year of completion, the owner -builder will of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed. contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License'Law.). ❑ 11-.am--����Exempt under Article 3 he Business and Professions Code Date2c73- -069 Owner License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy n: Valuation: $0.00 Census Code: AI certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California,��� and agree that If I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall���1� `jam `� forthwith compjy with those provisions. Date: Zip Applicant` 7. %' t2. y WARNING: 'Failure to secure workers' compensation coverage Is �L [� p , , r• ft unlawful, and shall subject an employer to criminal penalties and one �X}�J hundred thousand dollars ($100,000), in addition to the cost of — -compensation,, damages as provided for.. in Section 3706 of the.Labor _C =Z,G,f0G code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resol ti ns to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) .' Date: b -Z)-06 Name: 13/ � 3 -2_(O -O^-1 PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have, read this application, that the above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of official form or document of Butte County. I hereby authorize repres�eRttatives of Butte County to enter the above mentioned property for inspection purposes �upon Print Name: V (Q I� I �` ��y✓ ` _Signature: Date: Kwner ❑ Contractor ❑ Agent for Owner Cl Agent for Contractor f3. c. t3uuding Permit ui-ib-1)4 pg i j 039-250-011 06-1052 ? Butt; TARESH; FAMILY TRUST IN OT ES '0 2961 BURDICK RD, DURHAM (5301 Cont: OWNER "` I k POOL RESIDENTIAL APN: Permit No. Owner. '1 Site Address: Contractor. r� �I Type of Permit r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY . USE PERMrf CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE �• c . DATE J08 FINALED: � t x' 5 ..r.iSIGN t ` SIGNATURE: 3 . =OK o = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET DATE ID IE C K S'C O V E R S'C A R P O RTS 'G A RAGES 1 Zoning -Setbacks -Easements 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 2 Ftgs; Sails Sz-DpthSpacing-Cnnctrs-Steel 3 Sewer; Loctn-Test; FalUC10-Concrete 3 Decks. Girders/Joists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn-DIrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat Q or LPQ 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 7 Blckng; Sz-Spacing-Marriage Line 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-DIrncs 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing-VeneerStucco-Uth ' 11 Wtr & Sewer Connected -00 to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged 11 Ext; Steps -Doors -Landings 13 Tie Downs El Foundation 0 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy "P r s' 16 HUD Label/Insignia Numbers Serial Numbers lie ' cT DATE P O O S �S..IaSctr-ucture; -Easements mpactionStructure Stability Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance -GR 5 Elec Pool Lting, 15 volts-GF1 6 Elec Enctsrs; Conduit Entries Terminats- Listed 7 Elec Bonding; Metal w!5'-Crcltng Eqp-Htr 8 Elec Gmdng; Eqp w15' Crcltng Eqp-Pool Ightg Bokes-EncisrsTnlboards-Insultn to Main Conduit 9 Heap Dept Apprvl 4; Cir Test Wtr Supply Test ;c j A�nc sr, Fencing -Alarms — 3 Bond g, Diving board or Slide o` Pool Drawing FAI Cr6W7 Ir Pl� I i I OIlS LI 4Ae' oma. a.• �a �.r ' d �S..IaSctr-ucture; -Easements mpactionStructure Stability Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance -GR 5 Elec Pool Lting, 15 volts-GF1 6 Elec Enctsrs; Conduit Entries Terminats- Listed 7 Elec Bonding; Metal w!5'-Crcltng Eqp-Htr 8 Elec Gmdng; Eqp w15' Crcltng Eqp-Pool Ightg Bokes-EncisrsTnlboards-Insultn to Main Conduit 9 Heap Dept Apprvl 4; Cir Test Wtr Supply Test ;c j A�nc sr, Fencing -Alarms — 3 Bond g, Diving board or Slide o` Pool Drawing FAI Cr6W7 Ir Pl� I i I OIlS LI 4Ae' OK Not _ RESIDENTIAL (Single & Duplex) DATE UNDERFLOOR DATE PLUMBING 1 Zoning Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Opth. 55 DWV; Test Fittings & Anchr Nail Pctctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc. 1 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd flr - Tub. Ace 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 63 Hold Downs and Special Anchrs 59 Fire Sprinkler, Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frptc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test s 10 UF, Gas Pipe; Sz AnchrsSz Test °'• o� o'`• °mss` i.l Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Clmc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 GirdersSills-Anchr Bolts Joists -Vats -Cripples 62 Vent Fan, Exhaust abv Insultn 15 Ace & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 -Insulation 64 Furnace -Vent Acc-Comb Air RtrnlVent 115 Outlet 65 Attic Ace & Pltfrm if Furnace in attic ��' °.• °mss` 0 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE FINAL 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Watts over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr. 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage- abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctru 70 GFl & Bath Fxtrs & Tub AccSpa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShfhg 71 GFl Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 Attic Ace; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors-Sll Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One 3• -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtri Vnts-Undrflr Ace Mech Prtctn- LPG Appince Undr House 3' drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceitings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration -Walls Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters Dyes Q No oma• m s` s` °�• °� 87 Stucco Brown -Finish _ 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clmc to Opngs DATE ELECTRICAL 90 Wtr Well, Dscnnck Elec, Plmb 40 Fxtr & Tmsfrmr Clmcans Prtctn 91 Ext Elec Trim, GFl Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches a_ t Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex. Installed Close to Edge of Studs & C.J 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-010 to grade -HD Apprvl 46 2 Appinc Cires in Kichn & Cndctr Sz GFl 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑ AL 98 Address Posted AC Wire Sz ga QCU or ❑AL 99. Fire Sprinkler 48 Range Circ ga QCU or El AL 'Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs &Grnd Main Dscnnct o` 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector w COUNTY OF BUTTE % DEPARTMENT OF PUBIC WORKS 196 Memorial Way, Chico — Phone;3891:27,51 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. /7 s • / n Inspector�— Date / f o._ -\ R� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION" AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER. ., 1 TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER +-r UNKNOWN � Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT FilingFee 3.00 Each Trap 2.00 _ Repair drainage or vent piping 2_._00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installationEl Other ❑ o Describe work: i _" Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 3.00 Main service jp0 AMP ORV OR LESS5.00 Main service/EA. ADD'L too AMP 2.50 OR ADD NS. \ ACCNEW CONST. LBLDGS.LING CCUP.&) 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) �] I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) [] I am exempt under Sec. , Business and Professions Code for this reason NEW NON-CONSTR. Er BRANCH CTRCTITS 2.50 ea NEW CONSTR. POWER APPARATUS NON-RESID. (SINGLE OUTLET CIR. g ExOccu 50�� . p(DuTLETS OR FIXTURES BAL@I(X FIXED APPLN5. OR Ex. Occup.(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 . Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FilingFee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee Contractor $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. XDate Signature of Applicant — Owner [ Contractor ❑ Agent [J An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL PD I HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF, PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW-ASSF.SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT a COUNTY OF BUTTE - DEOARTMENT OF PUBLIC WORKS .• 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4 1 APPLICATION AND PERMIT PER IT NO. ASSESSOR PARCEL NUMBER ZO I N G -ZO BUILDING ERMIT OWNS DG/ ,p `-/ 74 /, f WVY TELEPHONE S0. FT. OCC. .BUILDING VALUATION OWN R'S MAILING ADDRESS ,TELEPHONE CONTR TOWS NAME CONTRACTOR'S MAILING DDRESS ��y/ V fA'/ Ali / CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER A'129 Al E LICENSE NO. Plan Checking Fee ,$ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS Z E G -PLUMBING PERMIT Filing Fee 3.00 4V;7 J Each Trap 2.00 Repair drainage or vent piping 2.00 J1 v41t a/.- 0_1 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each pas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New❑ Addition❑' Remodel Utilities❑ Installation❑ Other Describe work: G7 �c!/i If a Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 16P-00 Main service 8001 OR LESS 100 AMP OR LESS 5.00 v Main service EA. ADD -L-100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Z 2-4-d_4 3 Classification G ^ -,�® ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWCONSTR ULTI.OUTLET 2.50 ea NON.R ESID BRANCH CIRC ITS NEW.CON,POWER APPARATUS &\ NON RES D. (SINGLE OUTLET CIR. / Ex. Occup(ourLETs OR FIXTURES 50@254 BAL@10Q FIXED APP LNS. OR Ex. Occup.(OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 59,1- shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIIng Fee 3.00 Heating Cooling Hood 2.00 Ventilation ' Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against d ounty in consequence of the granting of this permit. X Date i Z a Signature pplic — Owner ❑ Contractor Agent ❑ An OSHA permi- is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD MD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which Ir' BY � :Dj1:M::C:TOR OF PUBLIC PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ��. FR.eiceiptpNo. (/ TE -D.., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT NOTES RESIDENTIAL PERMIT NO. 039-250-011 i `- —_ _- - - `(i4-2213 TAR'SH FAMILY TRUST, 2961,BURDICK R.0/�D.. DUI2IIA 0 Cont: O�VNJ✓R NSF ADDITION { t a u.e. d i t' R �r SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J �r 5 4- ? -S o� 55"---) %/A -P-u CHECKED BY OFFICE COPY Address i I GAS I Meter By Date t ELECTRIC :T- } Meter By D e . ` I Zt0_5 JOB FINALED (Date) Signature J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG Carports; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date, Card B-1 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 POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance -GR 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Dccupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. 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. Electric;ty; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricitv Tagged 10. License Decals 11. Verify #'s with Office B-1, Date Card B-1 B-1 Date Card B-1 c MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 l! J=OK 0 = Not OK Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s VFtg., Main; Soils-Elec. Grnd.-/) ZJ" Ftg. Depth F9., Garage; Soils-Steel-Elec. Grnd.-/ " Ftg. Depth Ftg., Porches & Decks; Soils -Steel " Ftg. Depth 5.)Stemwalls, Main; Steel-Blockouts-Wrapped -9- mw IIs, Garage; Steel -Bloc kouts-Wra ed Ew"'Haleltowns and Special Anchors 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 Jdhderground 13. Ple s & Ducts; Clearance -Material -Support -Ins. 1 rders-Sills-Anchor Bolts-Joists-Vents-Crippies 1 VAccess & Ventilation 6. Insulation Date - ° Lj Card B-1 Date Card B-1 Date Card 1 Date Card B-1 Date PLU NG (Permit) OK except #'s 7 er Htr.; Vent -Access -Combustion Air Baffle Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles r Pipe; Test & Anchor -Nail Protection Bdrm. Wino s or Exiting Doors -Sill Ht. & Dimensions W.V.; Test Fittings & Anchor -Nail Protection 20. Show4 Pan; Test, First Floor -Tub Access 21. T t Tub & Shower, Second Floor -Tub Access Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT AL (Permit) OK except #'s 61. e,&"Transformer Clearance -Ins. Protection 62. ec eceptacles Spacing -Lights & Switches at Doors 26. e Bqxes & No. of Conductors Stapled Date - Ro x Installed Close to Edge of Studs & C.J. Date uip. qpund made up w/Mech Fasteners -Bond Gas & Water Date FINAL (Plans) OK xcept #'s pliance Circuits in Kit Conductor Size GFI Ext. Steps -Door & Sidelight Protection -Landings Subfeed Wire Size/ /g Cd o I-A.C. Wire Size/ /ga Cu or Al 1. Range Circle/ /ga Cu AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. E ui learances Panels-Motors-Mech. Equip. 34. C hes Closet Light -Shower Light -Spa Light Trim & Subpanel, Breaker Sizes & Labels Smoke Detector Stairs & Rails 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHAWCAL (Permit) OK except #'s 74. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Face -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM (Permit) OK except #'s . Siiroper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound Be n ,Walls over Girders & Floor Nailing r Stop in Walls (rat proof) Fi ,gfops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date F NG (Continued) H ers-Post Caps -Anchors -Connectors lin Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4 eplace Ties or Type A Flue -Fireplace Throat Clearance 80. Insulation -Foam -Looked in Attic Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Wino s or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fir rotection 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 X56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access for Elec. Trim, G.F.I. Receptacle -Underground azing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings - 63. Infiltration a dows Date - Card B Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK xcept #'s 64. Ext. Steps -Door & Sidelight Protection -Landings W. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. &Bath Fixtures &Tub Access Spa 60,"Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard R ils & Deck Construction -Post Caps 82 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Follo in Instld./Drive O Yes O No/1Nalks O Yes ❑ No/Planters ❑ Yes 84. ucco Brown -Finish 8 . A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Ope 87. er Well, Disconnect, Electrical, Plumbing for Elec. Trim, G.F.I. Receptacle -Underground 8 . Ventilation Throughout House 90. GI rotection 141"Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. r & Sewer Connected -C/O to Grade -HD Approval 9 E Compliance Certificate -Other Certificates 9 . Address Posted 96. Fire Sprinkler Dat and B-1 Date Card B-1 Date , Card B-1 Date Card B-1 Date 4 -( Card B-1 Date Card B-1 Comments at Final: r - `Off APPLIED TESTING CONSULTANTS MATERIALS ENGINTERING TESTING AND. INSPECTION REPORT OF EPDXIED ANCHOR INSPECTION/ TESTS DATE: 5-16-05 PROJECT: Rick Taresh Remodel CLIENT: Rick Taresh 2961 Burdick 2961 Burdick Durham Durham Type of Adhesive: Simpson Epoxy Tie ET 22 Number of locations: 1 Hole depth: 10" Hole diameter: ;/4" " Anchor type: 5/8" All Thread A 301 ,, Placement: Mud Sill To FDN DESCRIPTION OF WORK: Provided special inspection of epoxy -grouted seismic anchors in the concrete stemwall. A total of 1 anchors were installed per detail REV 05-09-05 F531 -B. All holes were brushed and blown clean with compressed air. The adhesive was injected into each hole in sufficient quantity to cause exudation of the material when the anchors were inserted. The anchor. bolts were rotated during and after insertion to insure proper bonding of the adhesive to the bolts. i Inspector 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 .. _ .. DESCRIMON OF INSTALLATION 1. 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