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041-330-051
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.netWds PERMIT NO. BPO51637 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: 06/22/2005 APN: 041-330-051-000 the Business and Professions Code, and my license is in full force and effect. License Class: ��� Lpicense, Site Address: 2 736 PENTZ RD' ORO'mber: _N'u •�- Date: �_2Z Contractor. /'�17�7 C—O CI xz(' tc P� p Map Index: Description: CHANGE OUT ELEC METER/MAIN 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: GIPSON LOUIS H JR & KAR.IWE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance;;also requires the applicant for such permit to file a REVOCABLE TRUST ' '.. signed statement that he or she is licensed pursuant to the.provisions of . y GIPSON LOU,IS.,H JR & KARIN E TRUSTEES 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' ; 305 STONEBRIDGE DR she is exempt therefrom'and the basis for the:alleged exemption. Any CHICO, CA 9.5973-0116 violation of Section '7031.5 by any applicant fora permit subjects the applicant to a.civil,penalty of not more than five hundred dollars ($500):):.- ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not „ „tntenped or ofjered,fpr,sale„(Sec. 7044„Business and. Professions, Code T,,he-. Contractors” State: License:Law:does not apply to an „, ,_ ,,,, _ •„ , Applicant: ADVANCED ELECTRIC & SOUND 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 3881 G BENATAR WAY proving that he or she did not build or improve for the purpose of CHICO,CA 95928 sale.). 530-891-7597 ❑ : ,a: •: as... owner,, of, the ,.property,, am ;,exclusivel,y..,contracting ,with,: licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does -no t 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.). Contractor: ADVANCED ELECTRIC & SOUND' ❑ 1 am Exempt. under Article 3 of the Business and Professions Code Date: Owner: ' ' 3881 G BENATAR WAY CHICO,CA 95928. WORKERS; COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 530-891-7597 ❑ 1 have and will maintain a certificate of consent to self -insure for „.• workers'`,compensation, as provided for by Section 3700 of the License #: 623540 Labor Code, for the performance of.the work for which this permit is issued. I have and will maintam..workers' compensation insurance, as -,required by Section 3700 the Labor Code, for:the performance of Architect: th.e work for which this permiLis issued.. •.My workers'. compensation insurance carder n.umberpare:. _ Engineer: panndd..policy Carrier: ``fU�G'J W� 12.1 y �4 2) Policy #: Total Square Ft: 0 S. F. • .......,�.... .. ... .... .:.,�,....,- .. .... .....» ❑ 1 certify that in the performance of thework for which this permit is issued,: l shall notemploy any'persori Jn- any manner so as to Valuation: $0.00 become subject to.the workers' compensation laws of California, and , agree that if 1. should become subject to the workers Census Code: compensation provisions of Section 3700.of the Labor -Code, I shall forthwith• comply with those provisions. �'22 Date: Applicant WARNING:, Failure to secure v16rkers' 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. p X55 Li 3 133 •CONSTRUCTION LENDING'AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code ?ndlor I hereby affirm that there is a constructionlending agency for the Resolutions to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By p((YLUI�/I' d1 �n1n Dater OS_ ' PERMIT EXPIRES ON: r4 • / L �D Date Address: ❑ t hereby certifythat the useof this facility shall, comply with.Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use :of hazardous materials. ... . ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. "notification, forms. I hereby certify that I have read this application, that the above information is cored, and that I am the owner or the duly authod d 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 ny official fo or doc ant of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned" property for inspection purposes. Print Name:-��(—�� Y 1� C� Signature: Date:. O Owner.contractor ❑Agent for Owner 13Agent 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 REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name l� S D� 7 l First Name Lo�IS' Address -L-73,109- Z-73 City City 62Ov1 LLE State Gft ZipcC5`lb5 Phone 99 p Fax E-mail CONTRACTOR Name Address ,`vg fcR City State Zi o Phone o c Fax Email Lic. yO Class 6_1O APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zi -- Zb City Fax State 71i Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address3�0` City State Zi -- Zb Phone o� 1 -•� Fax E-mail NTSIGNATURE Fig �A For office use only: , Zoning Property AddresCi 2 "7 (� sv; Z (zC Flood Zone I SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # LOCATION AP# off+ 33a OS Property AddresCi 2 "7 (� sv; Z (zC o�Q t �- Cross Street Sheriff WORK 'S COMPENSATION Policy Number a" G Carrier K n r a If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: CrEAo&C- ouT e LCA \ L N�G CER f_t 11.1 .84,11 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: `%K . Amount: 16 55 CO Bldg SRA Receipt #: 3l Sheriff SMIP Date: ,(,o iJ }- Other 7 Total Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. 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. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 �f w ,+moi I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION i. - (530), 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP043299 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: 11/16/2004 APN: 041-330-051-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2736 PENTZ RD ORO Date: Contractor: Map Index: Description: LPG BACK-UP ENERGY GENERATOR 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: GIPSON LOUIS H JR & KARIN E permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a REVOCABLE TRUST signed statement that he or she is licensed pursuant to the provisions of GIPSON LOUIS H JR & KARIN E TRUSTEES 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 305 STONEBRIDGE DR she is exempt therefrom and the basis for the alleged exemption. Any CHICO, CA 95973-0116 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: GIPSON LOUIS H JR & KARIN E owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, REVOCABLE TRUST 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.). AI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). _ Contractor: ADVANCED ELECTRIC & SOUND ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 3881 G BENATAR WAY CHICO,CA 95928 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-891-7597 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 623540 Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer' Carrier: Policy #: l I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. / \ issued, 1 shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: - G Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the appkable provisions of the Butte County Code 2nNnr I hereby affirm that there is a construction lending agency for the Resoluti s to do ork indicated above or ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: BYyi�10/,W,00110 Date: PERMIT EXPIRES ON: ate Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 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 official form or document of Butte County. I hereby authorize representatives of Butte County toenterupon the above mentioned property for inspection purposes. Print Name: l� G Gf i s ��7 DiY Signature: Date: Owner 0 Contractor ❑ Agent for Owner ❑ Agent for Contractor M TI 'M • n 1 NOTES RESIDENTIAL 041-330-051 03-3780 GIPSON, LOUIS & KARIN PERMIT NO. —PENTZ RD, OROVILLE 1 I� 107, : OWNER j DETACHED GARAGE i SPECIAL CONDITIONS CHECKED BY XSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I JOB FINALED (Da I Signature J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/0 -Concrete MOBILE HOME INSTALLATION (Plans) OK except #'s 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect 3. 8. Utility Clearance SCELLANEOUS Date DECK , C 9 VERS, CARPORTS,QjABACZ-8'(Rlans) OK except #'s ng Requirements -Setbacks -E ements tooFootings; Soils -Size -Depth -S ng -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 9 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. F,W f.; Columns -Connections -Splice -Decal -Enclosures i 6. C orts: Windows -Doors Rftrs-Trusses (5 /2 7/,9-7 12/Braced Wall Panels A_lh a, - /Joy ` Date ( Card B-1 Date 5 66' Card B-1 Date VIPICard B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 SCELLANEOUS Date DECK , C 9 VERS, CARPORTS,QjABACZ-8'(Rlans) OK except #'s ng Requirements -Setbacks -E ements tooFootings; Soils -Size -Depth -S ng -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 9 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. F,W f.; Columns -Connections -Splice -Decal -Enclosures i 6. C orts: Windows -Doors Rftrs-Trusses (5 /2 7/,9-7 12/Braced Wall Panels A_lh a, - /Joy ` Date ( Card B-1 Date 5 66' Card B-1 Date VIPICard B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s ` 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-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 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47: Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. , Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor Cl Yes 83. Following Instld./Drive 0 Yes O NoMalks 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: J_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (1 �.12/9s) APPLICATION ANDPERMIT' 63 -3 -1'90 ' ASSESSOR PARCEL NUMBER !-� (� I \J ZONING. BUILDING PERMIT o ER , TELEP °"E O. FT. OCC. BUILDING VALUATION .0 S MAIL 0 vo_ bf" ' Cl Sq CONTRA R'S NAME) Q TELEPHONE CONTRACTOR MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ CkU D La ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDINGADDRESS l/ n� ,' I� V-1feIl Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE S Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New O Addition O Rem el O Utilities O Installation ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V OR LE:: Main Service 2o.A0.0 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall ' \ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �r Date _ V/0 11 Signa ure of Applicant - O Ow r ❑ Co actor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO ,000A 46.00 NEW CONST. DwEJG OCUP. LING OR ADONS. ( 6 ACC. S. SO 3.50FT. NEW CONST. MULTI.Oun.ET @7,50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES tA� 0': o Ex. Occup. OFlrLEETS R� OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ MECHANICAL PERMIT 0 -Ing Tee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE O TOTAL FEE $ HAZ. D. FE IMP Doo DF p CEL D U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B P RM14 EXPIRES ON the applicable provisions Resolutions to do work been paid. . ate 23— 5L Date Receipt No. WHITE-D.D.S.-B.M-1 ICAWAF1Y.XVSES4MZPINK-INSPECTOR GOLDENROD -APPLICANT III n1 .. . ^ .+� Y, r•n -r+� SYi;T i-�R <fy FJ`,,j fp'-h�i .., � • c r � i".' t}i--•�.,f .. '.�� . �...' .. 4, • a}- $ i t ?i Y•d Lis �Z _1 COUNTY OF BUTTE -DEPARTMENT OF DEVEL PMENT -BUILDING 0 SERVICES BU LDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 tit•'._.,;.-.' P.. PERMIT APPLICATION DATA SHEET ...... • ' 'OWNER:. ) ASSESSOR PARCEL NUMBER J� � Proposed Building Use: & �Q , ., _ Counter Technician: Date: � Items required in order to apply for a perrgit. II boxe ST be checked OR marked NA in orde apply. T', 1'. Site plans, 3 or 4 sets, signed DyWe prepare the plans. o 2. Complete plans, 3 or 4 sets, signed by the preparer of (he plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4: Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs g 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form [�. 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable.Csz.� ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) D17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 2 -17-0 3 ❑ 19. Soils Report and/or Engineered Foundation required ❑ 20. .............................. ........ Erosion Control Plan Required........................................................................ ........ ❑ . ❑ f ❑ 21. 22. 23. 24. Fees as shown on the attached Schedule of Fees Due Sheet .............................. . City of Chico Plumbing permit ................................... ._�. ........ Ir. California Department of Forestry plan approval ❑ paid. Sent..b' ............. •-j/��ri3 Planning approval (A) Use:O(B)Parking: (C) Parcel Check: _ ❑/ C� 25. 26. Contact Land D velopment about Improve a ts, _ Drainage ............. ..:......... NPDESForm......�?..>,.. . .............................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of'Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: n ' 39. Other hen issued Telept I have been informed of the above items and requirements for obtaining a building permit. Applicant: a�i Date: 1. Index permit application for the above item numbered: Phi I etrEoict2tteQ 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was ad ised of the ab9ve ata -by ❑ phone, ❑ mail, 0-countgr b Date: Plans reviewed by: Date: l Plans approved by: Date : D Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division a.ra. ae �- Pioa Plan Anschad Floor Plan A cftad�, Sana to i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4-L Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well 'IN Clearance for dwelling. Other �' �— �- Hold final for: Final clearance O.K. for: NOTE: .c. - Iwo, , Environmental Health Specialist Date 8/96 I Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: (!i m ( S (1- 1!� (P 54/v Phone: 5 3 6 - 94t R - 4(q �' i' Mailing Address 10.5' S'-a(VCIAIVGC VA(V6 I C(t(co , cio a�,t'11 Site Address: _ (3 lq - pC4/-,(T, '(. P�UI��B (� L✓�l 7 U Assessor's Parcel Number: G L+ L- I3G ^ jo .5' [ Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LYFOR�I�IATION: 1. Is there a primary dwelling on the property? Yes ❑ No 2. Is the structure already built; under construction, or under notice of code violation? Yes D No 3. Will items produced in this building be offered for sale? Yes D No CK 4. Will the public have access to this building? Yes D No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property. line? Yes D No 0 S. Do you plan to add a driveway or modify existing access to a county maintained road? Yes o No D 9. Will the proposed structure encroach within any recorded easement?' Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, was, or ceiling? Yes ❑ No 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes D No 14. Will this building have a water heater? Yes D No 15. What type of floor covering «ill the building have? _ CO (V CBR CT C- 16. 16. What type of wall covering will the building have? dzyg e I Off} n OVER I of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. t9 Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked ##4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy Z ❑ Other — Use = Describe type of Worl:3hop .. 1-hm be approved by the Buue Courcy Planning Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. a R- U/It,L C-XTLNV EX151//Y6 QA(VGW/iY TUt-M& 0 Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O«-ner's Name: Please Print (,aU If j -A Owner's Signature: Date: 2 of 2 i. from the design desk of.... Russell, Gallaway Associates 7 Sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com A April 16, 2003 Butte County Building Department 7 County Center Drive Oroville,-Ca. 95965 RE: Gipson Garage Plancheck Official: I have reviewed the truss calculations and they conform to the design forces and loads of my design. Thank you, Don Russell CA Lic. No. C58201 Russell,. Gallaway Associates U 1 a COMPANY PROJECT WoodWorks' S0frWARF FOR WOOD DFSILN Apr. 16, 2003 13:23:57 Beam1 Design Check Calculation Sheet Sizer 2002a J LOADS: ( lbs, psf, or plf ) Load ,Type Distribution Magnitude Location [ft] Pattern Shear 4023 Total Start End Start End Load? Loadl Constr. Full UDL 447.0 Length No Load2 Dead Point 1800 4.00 No Load3 Dead Point 1800 14.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' is, Dead 1948 value 1948 Live 4023 Shear 4023 Total 5971 237 5971 Bearing: fb = 2002 Fb' = Length 1.8 Live Defl'n 1.8 Glulam-Simple, VG West.DF, 241744,5-1/8x`13-1/2" Self Weight of 16.43 plf automatically included in loads; Lateral support: top= full: bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis value Design value Anal sis/Design Shear fv @d = 118 Fv' = 237 fv Fv' = 0.50 Bending(+) fb = 2002 Fb' = 3000 fb/Fb' = 0.67 Live Defl'n 0.56 = L/386 0.60 = L/360 0.93 Total Defl'n 0.96 = L/224 1.20 = L/180 0.80 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. ` 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). s, NO. C-58201 'mak Da' N/30)D( G ti• bA Russell, Gallaway Associates 7 Siena Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rda-chico.com January 16, 2004 — - Butte County BuildingDepartment 7 County Center Drive Oroville, Ca. 95965 I RE: Gipson Garage — AP #041-330-051 PC #03 -3780 -detached garage Plancheck Official: Here is our response to your plan check letter dated 1-09-04. Structural Items: 1. Truss notes 6 & 7 on truss Al relate to the gravity reactions from the dormer trusses above. The 210# downward load is located at the plate line. No special connection is required. 2. We have revised the braced wall notes and callouts on sheet A4. The interior gypboard will be used on three sid s of the building and plywood walls will be used.on the front wall. Q%OFESS/0 G. Thank you, NO. C50201 Don Russell b'`�°gPF C/VIL CA Lic: No. C58201 CAUF Russell; Gallaway Associates PLAN I3EVISI0N please complete the following information is order to process your submittal. if this form is not complete, cor=e and legible. it may cause a delay in processing. Owner's Name: 0 Received By:Date: 6 'U 0_4L Permit T: t5-�37'00_ Time: 'I . O Con tactPhoneNumber.y►'�-- Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revisioa ❑ Requested by Building Inspector or Correctioallotice - bp! 's Name: nested By Plan's Examiner- Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an stamp and sign the drawings. include two. (2) sets of wet signedengineering. Revised drawings must clearly. shoF When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call - , and hold for pickup at the' ❑ Chico Office ❑ Oroville Office ❑ Deliver with neat inspection. Revised Plan Check Fee: ❑ S46.00 Receipt ': ❑ Additional Fees Not Requires Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt #: January 9, 2004 Louis Gipson 305 Stonebridge Dr. Chico, CA 95973 6 - Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-330-051 Building Permit Number: 03 -3780 -detached garage. Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. None STRUCTURAL COMMENTS: 1. Have your architect address notes 6 and 7 on truss Al. 2. Hardiplank lap siding does not comply with the prescriptive bracing requirements of section 2320 of the 2001 CBC. NER report number 405 does not include shear values for Hardiplank siding. Please revise your method of bracing, or provide an evaluation report that allows Hardiplank to be used for bracing. 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 Linda. 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. Linda Simpson P to Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 COUNTY OF BU`rTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION f 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER I NO. (Rev'12/96) APPLICATION AND PERMIT - 7 :f f ASSESSOR PARCEL N B 1 ` F. S I t /`/� ZONING BUILDING PERMIT owN , TE HONE SQ. FT. C. BUILDING VALUATION ow S I AD 150S ✓lQ �r � !"TE—HONE OCONTRALTO NAME i CONTRACTOTIM MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAW DRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS 1 l Energy Plan Checking Fee $ 3 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Eiling Fee 20.00 USEOFSTRUCTURE SF A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 " TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe Work:A!&,Mobile Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".vA OR LEss 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, rMobile will do the work, and the structure is not intended or offered for sale. ,rill owner of the property, am exclusively contracting with licensed contractors to construct the project. , ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( y ACC. BLOB. 3.5QFT: Z NEW CONST. MULTI -OUTLET NON -REBID. 97.50 POWEPPARATUS b SINGLER AourLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @':50 Ex. Occup. ouriE s PRV6 )FR.n 5.00 Temporary Service 23.00 Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) '\ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date ( 4, q,06-% Signature of Applicant -)[ wner ❑ Co actor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT F ing Fee 20.00 Heating ao Cooling Hood 6.50 to 1;V Ventilation 'b PERMIT FEE $ Mobile Home Installation Fee $ E $ Energy Inspection Fee Lbbop occ CONST. TYPE TOTAL FEE $ `� HAZ. D. FEES IMP �/ C P C PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D to PERMIT EXPIRES ON �' 'y7 Dae Receipt No. y� �3 s'i 7 7• WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CO TY OF BUTTE - DEPARTMENT OF DEVELOPMEN Y) 7 County Center Drive Oroville, California 959 I ,2/96 PPLICATIONAND RV I ES - BUILDING DIVISION one(530)538- 7 1 P RMIT NO. RPARCEL NUMBEIf.;' j - /� - /yam ��J''�� ZONING w /� BUILDING PERMIT PWN-ER - ` SQ. FT. OCC. BUILDING VALUATION NEW CONST. Energy Plan Checking Fee UNG AD_MrrS OR ADDNS. a Ace. Ln Ds. NAME TELEPHONE A tORACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER ARcKTECT OR ENGNEERS MAILING ADDRESS BuLDNG ADDRESS --- 1 LDTNO. SUBDNISIO SNAME USEOFSTRUCTURE sFT Duplex ❑ Mobilehome ❑ Other sPECIFr TYPE OF WORK New Addition 13Remodel E3 Utilities Q Installation ❑ Other ❑ Describe Work: FU>�-Jx O575G SQA .PERMIT FEE PAID $ 3 SRA $ SHERIFF $ OTHER $ $ PE AMOUNT RECEIVED $ DATE RECEIVED I oorCIoT :ff Jr-, Fireplace Total Valuation $ PERMIT FEE 0 Filing Fee $ 20.00 Permit Fee �7% , go $ Main Service Plan CheckingFee Q o - $ NEW CONST. Energy Plan Checking Fee 3.5QF°' OR ADDNS. a Ace. Ln Ds. „ . Carrs ..,, If % 3,2`13/11011 PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 0; Each Trap 7.00 �a5` Solar or heat pump water heater 23.00 Water pipin9 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer I 15.00 �� 5 ---� Mobile Home SiG I W @20.001 Ex. OCCU . OUTLET OR MURFS PERMIT FEE S Ak3GRW �-- ELECTRICAL PERMIT Fling Feel 20.00 Main Service "on ooa tTs 23.00 2"6— Main Service 200A TO 1000A 46.00 NEW CONST. DW= OOTP. 3.5QF°' OR ADDNS. a Ace. Ln Ds. „ . Carrs ..,, If MREnTiET _ 1 I @7.50 it i„ e a Ex. OCCU . OUTLET OR MURFS aAL Ea .50 Ex. Occup. vnETs LSID DERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wiring 23.00 _ PERMIT FEE I s, i ''' !' MECHANICAL PERMIT Fling Fee 1 2 0. 00 -- -- U Hood I I OC 6.50 Ventilation 15 W. So PERMIT FEE I S Mobile Home Installation Fee I $ Energy Inspection Fee 1 $ TOTAL FEE $9 IN MAL D. FEES C D F,.fP IKE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON , Flat Pte. ` Floor ft Sent to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other d— Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date a a 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: Y C -A `+ J�, s \ ASSESSOR PgCEL NUMBER l 53 .6 ) Proposed Building Use: ✓ Counter Technician: Date: \)ems required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t a ) ply. ;I' 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. tP 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. 21: Erosion Control Plan Required........................................................................ Fees the Schedule Fees Due Sheet S -X), C)4 as shown on attached of .............................. ❑ 22. 23. City of Chico Plumbing permit....................................................................... California Department of Forestry plan approval aid. Sent by: % .Z$........l.Z -J 7 ` n3 ❑ 24. Planning approval (A) Use: ©K (B)Parking: (C) Parcel Check: 0 25. Contact Land Development about _Improvements, _Drainage ......................... �K 26. 27. NPDES Form............................................................................. ............ Encroachment Permit for driveway from the Public Works Dept."'(y.�;" *, �6(/..4;Z-167-0 28. Pre -Inspection for re uiretl....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... _ 30. Worker's Compensation Carri and Policy Number .......................................... _ 31. Owner -Builder Verification iWiven to owner, _Mailed to owner) ..................... _ ❑ i 32. Letter of Signature authorization ......... .......:........................................... 33. Recorded copy of Agricultural Acknowledgment Statement ........................1 _ ❑ 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 b"t and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit application for the 2. Additional ite r Contractor, esign own s Contractor, design o n as Plans reviewed by: Structural reviewed by Note transfer by: umbered $dvised'of the above data by advised of the above data by I Date: (1, - ( 6 - /too ?T� I _ 'f hi �-}t v 4 Plan Check Letter ✓l �40 hone, mail, ❑counter, by Date�' b `I: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: Date 4i Structural approved by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER P71. ED BUILDING USE BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. Additional Fees Due ................. $ r Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEESt \ (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building DivisiLn))Residential ...................... x $360.00Un Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. _ Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) fl 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.#� - 3�-005) DATE RECEIPT # DATE REC. 3-30-04 •3o -O4 =ice At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) . t AVD WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965' COPY of Document Recorded 16 -Dec -2003 2003-0087045 Has not been compared with original BUTTE COUNTY RECORDER —AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prio.to._issuance of a building permit. The property described herein'is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prep*ed'to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SC -E C.Clfci�rT i Date K- ^ (C-61 PROPERTY OWNERS: State of California ) County of3�x tk� ) Z�U'3 1ko before me, personally appeared ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s ' ' are subscribed to the within instrument and acknowledged to me thntKishehhey executed the same indbig/"r-/"r authorized capacity(ies), and that byQu /h4 their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m hand and official seal. ' LISA M. MC AFEE J Signa t . Seal: "' COMM. 1289743 fe ® NOTARY 0"6 fAJ% f0 COUNTY OF BUTTEM Comm. Expires Jen. 7, 2005 A.P.# C?`fl-^JPO-07�' , EXHIBIT "ONE" PARCEL I: Order No. 201'970 A portion of the West half of the Northwest quarter of Section 29, Township 21 North, Range 4 East, M.D.B.&M., and more particularly described as follows: Beginning at a point South 370 25' 01 " East, 1551.75 feet from the Northwest corner of said Section 29, which said point is located in the Northwesterly line of.that certain parcel of land described in Parcel 1 in the Deed from Dave Bennum, et ux, to State of California, dated May 21, 1957 and recorded July 30, 1957, in Book 893, Page 328, Official Records of Butte County, said point also being North 390 00' 00" West,,a distance of 175.00 feet form Engineer's Station "B" 657 + 72:49 as designated ori Map of State Highway in Butte County between Wicks Corner and Jarbo Gap; District 111, Route 21, Section B; thence from said point of beginning North 39° 00' 00" West 441.20 feet; thence South 51 ° 00' 00" West parallel with the Northwesterly line of said Parcel 1, a distance of'447.50 feet to an angle point in the Northeasterly line of Parcel 2 of said Deed to the State of California; thence along said Northeasterly line South 480 38' 51 " East 447.56 feet to the Northwesterly line of said aforementioned Parcel 1; thence North 51* 00' 00" East along said Northwesterly line 372.48 feet to the point of beginning. PARCEL II: All that portion of the Northwest quarter of Section 29, Township 21 North, Range 4 East, M.D.B.&M., lying North. of the public road leading from Pentz to Cherokee and Deadwood, as said road existed March 24, 1952, and Southwesterly of the Southerly boundary of the Western Pacific Railroad. EXCEPTING THEREFROM the following described parcel of land: Beginning at the Northwest corner of said Section 29, running thence.South along the West line of said Section to the center of the Pentz and Cherokee Road; thence along the ceriterline of said road, South 500 East, a. distance of 293.6 feet; thence leaving said road, and running North, parallel to the West line 'of said Section, a distance of 1156.0 feet to the North line of said Section; thence West along said North line, 225.0 feet to the point of beginning. ALSO EXCEPTING THEREFROM all that portion described in the following Deeds to the State of California; (1) dated May 21, 1957 and recorded July 31, 1957, in Book 893, Page 328, Official Records of Butte County; (2) recorded November 12, 1957, in Book 910, Page 5, Official Records of 'Butte County; (3) recorded August 22, 1958, in Book 954, Page 53; Official Records of Butte County; and (4) recorded October 14, 1959, in Book 1023, Page 147, Official Records of Butte County. ALSO EXCEPTING THEREFROM the following described parcel of land: A portion of the West half of the 'Northwest quarter of Section 29, Township 21 North, Range 4, M.D.B.&M., more particularly'dsescribed as follows: Beginning at a point South 37° 25' 01 " East, 1 551 .75 feet from the Northwest corner of said Section 29, which said point is located in the Northwesterly line of that certain parcel of land described in Parcel 1 in the Deed from Dave Bennum, et ux, to the State of California, dated May 21, 1957 and recorded July 30, 1957, in Book 893, Page 328, Official Records of Butte County, said point also being North 39° 00' 00" West, a distance. of 175.0 feet from Engineer's Station "B" 657 + 72.49, as designated on Map of State Highway in Butte County between Wicks Corner and Jar.bo Gap; District III, Order No.?20C97.0 � Route 21 -Section B; thence from said point of beginning, North 39° 00' 00" West, 4.41:20 feet; thence South 51 ° 00' 00" West, parallel with the Northwesterly line of said Parcel 1, a distance of 447.50 feet to an angle point in the Northeasterly.line of Parcel 2 of said Deed to the State of California; thence along said Northeasterly line, South 48° 38' 51 " East, 447.56 feet to the Northwesterly line of aforementioned Parcel 1; thence North 51 *'00' 00" East along said Northwesterly line, 372,48 feet to the point of beginning. Assessor's Parcel No: 041-330-017/041-330-051 12 - BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 1/0 — 60 7 (One form per Building) School -Distrlct D r0 %�t 1 t P_ l l lw i s'. Building Department No. 0-4 — 7-7 R A.P. Number y 330— Jurisdiction: City County Iti} fi fir` Property Owner � lO u 1 KG r; Aj ; r t D S 6w) (Property Location/Address r'1." r..1 ��� ,. l _ i l� iA- (' Subdivision Residential Development No of Living Units Lot No. ...................................................................................................... 0 y Sq. Footage a Ll 4 Mobile Home Addition/ 'Supplemental to (Group R) Installation Conversion Permit # *(No foundation Inspection) ........................................................................................_......._...i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) -Commercial/Industrial �` 0 0 u ' . '-- . ` ._ . Footage ge New Addition (Including Exterior Roofed Areas) District Identification No. 040177 op'-0-vale-UP1.0 I /4/9,Scho-ol District certifies that I Date &-riv 671 DS 6A) .P. (Applicant) (Street Address) (Phone Number) ��✓ � 11-x, CG4 � Esq cam" (City) (State) (Zip Code) r has complied with the requirements of Resolution No. V S- D by payment of $ 4U an -70.!?2— �y 2— representing &R, 7 (v3 square feet. 2926 $ 1 ; FULL MmGATION _ :;... .jra School District Representative' Date Paid by Check # / (_/ Remarks: i .'Modes : You may protest the Imposition of tin fess kle ntMsd above by submitting a written protest to the DlstrK in compliancewith #", Owmriment Code section 86020(&), within ib days from the dab less are paid. Failure to submit a timely written protest wlg'prvldbit 17".you from ahallenghrg the lmposMon of the fess In any court action M, subsequent to the School District Representative signhV this buffs County schools Impact. Fee Certification Form, the School District Is m AS by the opp0eabM Laeal Flemming Agency tliat Mh project b bNng rwNwsd under tiw CalBonila Envlrorwrorrtd Qualky Act(CEOA), �k+ this project nay be wbied to additional school fees to hdlg mkipate.lis irtipact on the school dkmbleft schools. ' White (applicant), Yellow (building department), Pink (school district) feeform.mas 00/03)dmm M. wT o O 3,2_9,/*, f -7-70 - W °°\ RESIDENTIAL PLAN y _.. REVIEW GUIDE c SINGLE FAMILY, DUPLEXAND � MISCE L NEOUS ONLY Ovvrer. Q �� Building Permit Number: ® 3 — 3 7 7 Plans Examiner. - A. P. Number: °` 3 ®� O -.1 NERAL: Koning requirements —(number of permitted Living units). Plans signed by the designer. �/ roper description of work on the application 4,' xisting violations on the property. : Recorded notice of violation. ' Building permit valuation. OT PLAN: Complete parcel size and dimensions. Setbacks. side � ard, easements, etc. Other buildings or structures. Grading. fills and/or drainage. Flood hazard. 6� Special conditions on P cel Map: Noise Q SR.A Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ deral :kid Route and/or Federal Aid Secondary Route setback requirement VD uilding or utilities across lot lines (Lot merger approval by Butte County Land evelopment) F�,.00R PLA`: i Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 104', of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square fat The miaintttm net clear openable height dimension shall be 24". The minimum net clear operable width dimension sha W 20 . When %vindo%%s are provided as a means of escape or rescue, they shall have a finished sill height not mote than 44" above the flcor (Uniform Building Code section 310.4). 4"" Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens halls. bathrooms and toilet compartments may have a ailing height of not less thea 7 feet measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an arra of not less than 70 square feet and not less tbu 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen. wet bat, and exterior receptacles (NEC 210). Water heaters a hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for steeping purposes, bathroom. clothes closets or in a closet or other confined space opening bw a bath �r bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom ora room readily usable as abedm=D. of in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code section 30-4 age call separation - required on garage side including supporting walls and posts (UniliMB08ft Code section 302.4 exception #3). n cr no circumstances shall a private garage have any opening into a room used for sleeping purposes (Unifor-n Building Code section 312.4). 1 loc:i6on - Alcove — Ub1C section 205 confined space & 223 unconfined space & 304.2). 490fmck_- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 9 later closet clearances (Uniform Plumbing Code 408.5). 7 ,er compartment muumum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). g walls shall be supported on masoru3- or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). UCT[TRAL DETAILS: JnB wall panels shall starat not more than 8 feet from each end of a brandwall line• Brandwall Panels ust be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and tran sverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comph• with the Uniform Building Code. This must include the designees "wee" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 4,-..Qc=stoq requiring balloon framing and/or engineering. .> Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor construction details complete enough to construct building Vovations and wall construction details complete enough to construct building. Roof�construction details complete enough to construct building. eg laee-spn=ction details and calculations if necessary. 97. Bader size(s). 1V15header size(s). header size(s). 12-ISmd heights. ve soil - special foundation design required. 0awaT%-all requiring design. Cypsuni wallboard nailing inspection required. d6:a below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net arra of at least one square inch for every square foot of area enclosed with the bottom of the openings no �1 more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the designwill allow equalization of hydrostatic flood Lorca on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction ��requirements must be shown on the building plans. 10-' lectric, heating, ventilation, plumbing and air conditioning equipment and other ser\ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. s (Uniform Building Code section 509). 3--Brisk-wr one veneer (Uniform Building Code section 1403). Tasw-weep screeds (Uniform Building Code section 2506.5). for roof covering (Uniform Building Code Table 15-B-I & 2,15-13-1 & 2). -insulation - protection. l 36" haUs and stairways (Uniform Building Code section 1064.3.3.2). citron three - story dwellings (Uniform Building Code section 1004.2.3.2). Perfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). menu. P. e design compliance and supporting documentation. irresponsible area requirements. BUILDIR PERMIT REQUENTE?�TS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinWers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lever. 0 Pace = . f = from the design desk of.... Russell, Gallaway Associates • 7 ,Sierra Nevada Court Chico, California 95926 (530) 342-0302 fax 342-1882 www.rda-chico.com November 21, 2003 Butte County Building Department 7 County Center Drive Oroville, Ca. 95965 RE: Gibson Residence Building Official: I am a partner in RGA. I have reviewed the truss calculations and they are in conformance with our design and loading requirements. I have reviewed the plans and they are in conformance with the design and loading criteria presented in the structural calculations. Please feel free to call me should any questions arise in this matter. A Thank you. Don Russell, P.E. Lic. No C58201 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement !LESS THAN 1 ACREI Project Title: (. G 0( f G l P SdAl By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: (ti - (G - tiaGJ a AND WHEN RECORDED MAIL TO: A �� BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2003-0087045 Recorded Official Records CountOf euTTE CANDACE J. 6RlJgW Recorder ROSEMARY DICKSON Assistant 11:44PA 16 -Dec -2003 RF.0 FEE 13.00 CONFORM 1.00 COPIES 2.50 Travis Nage 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 5 .E 6, CAH 16(T 0 N 6 Date 2 (G - G PROPERTY OWNERS: State of California County ofr_P21vk I* -- "L.Cx)3 . _ before me, c, personally appeared lC.)ik:,S r cr\ r-. — ersonally known to me (or proved to me -on the basis of satisfactory evidence) to be the person(s) whose name(s ' /are subscribed to the within instrument and acknowledged to me that(Qshekhey executed the same inl/hep4heir authorized capacity(ies), and that by4Ii /h®eftheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m hand and official seal. LISA M. MC AFE171E Signat Seal: w N COMM. # 1289743 A.P.# ()4(- 110^0F( • �rUPLWGALIFORIVIA PARCEL I: EXHIBIT "ONE" Older No. 20'970 A portion of the West half of the Northwest quarter of Section 29, Township 21 North, Range 4 East, M.D,B.&M., and more particularly described as follows: Beginning at a point South 37° 25' 01 " East, 1551.75 feet from the Northwest corner of said Section 29, which said point is located in the Northwesterly line of .that certain parcel of land described in Parcel 1 in the Deed from Dave Bennum, et ux, to State of California, dated May 21, -1957 and recorded July 30, 1957, in Book 893, Page 328, Official Records of Butte County, said point also being North 390 00' 00" West,'a distance of. 175.00 feet form Engineer's Station "B" 657 + 72;49 as designated on Map of State Highway in Butte County between Wicks Corner and Jarbo Gap; District 111, Route 21, Section B; thence from said point of beginning North 39" 00' 00" West 441.20 feet; thence South 511 00' 00" West parallel with the Northwesterly line of said Parcel 1, a distance of 447.50 feet to an angle point in the Northeasterly line of Parcel 2 of said Deed to the State of California; thence along said Northeasterly line South 48° 38' 51 " East 447.56 feet to the Northwesterly line of said aforementioned Parcel 1; thence North 51° 00' 00" East along said Northwesterly line 372.4,8 feet to the point -of beginning. PARCEL Il: All that portion of the Northwest quarter of Section 29, Township 21 North, Range 4 East, M.D.B.&M., lying North of the public road leading from Pentz to Cherokee and Deadwood, as said road existed March 24, 1952, and Southwesterly of the Southerly boundary of the Western Pacific Railroad. EXCEPTING THEREFROM the following described parcel of land: Beginning at the Northwest corner of said Section 29, running thence.South along the West line of said Section to the center of the Pentz and Cherokee Road; thence along the centerline of said road, South 501 East, a distance of 293.6 feet; thence leaving said road, and running North, parallel to the West line of said Section, a distance of 1156.0 feet to the North line of said Section; thence West along said North line, 225.0 feet to the point of beginning. ALSO EXCEPTING THEREFROM all that portion described in the following Deeds to the State of California; (1) dated May 21, 1957 and recorded July 31, 1957, in Book 893, Page 328, Official Records of Butte County; (2) recorded November 12, 1957, in Book 910, Page 5, Official Records of Butte County; (3) recorded August 22, 1958, in Book 954, Page 53; Official Records of Butte County; and (4) recorded October 14, 1959, in Book 1023, Page 147, Official Records of Butte County. ALSO EXCEPTING THEREFROM the following described parcel of land: A portion of the West half of the Northwest quarter of Section 29, Township 21 North, Range 4, M.D.B.&M., more particularly described as follows: Beginning at a point South 371 25' 01 " East, 1551.75 feet from the Northwest corner of said Section 29, which said point is located in the Northwesterly line of that certain parcel of land described in Parcel 1 in the Deed from Dave Bennum, et ux, to the State of California, dated May 21, 1957 and recorded July 30, 1957, in Book 893, Page 328, Official Records of Butte County, said point also being'North 39° 00' 00" West, a distance. of 175.0 feet from Engineer's Station "B" 657 + 72.49, as designated on Map of State Highway in Butte County between Wicks Corner and Jarbo Gap'; District III, Order No. r20C970 Route 21, Section 8; thence from said point of beginning, North 39° 00' 00" West, 4.41:20 feet; thence South 5.1 ° 00' 00" West, parallel with the Northwesterly line of said Parcel 1, a distance of 447.•50 feet to an angle point in the Northeasterly line of Parcel 2 of said Deed to the State of California; thence along said Northeasterly line, South 48° 38' 51 " East, 447.56 feet to the Northwesterly line of aforementioned Parcel 1; thence North 51 `00' 00" East along said Northwesterly line, 372.48 feet to the point of beginning, Assessor's Parcel No; 041-330-017/041-330-051 • it i t I iI • • 1 I f ;I I I I, • SITE PLAN REVIEW APPLICATION Date: % �3 AP# / 33 d -06-1 �- T— Permit Number (if applicable) F—S Bin Number A APPLICANT INFORMATION ,, Parcel Size: 3 D t 2—q Y - Owners Name: • Address: 04� Telephone No.: Situs Address: Proposed Use: S7��' Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Well Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) q Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval • Mg Site Plan Stamped Approved By Date �2— �'— Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) in SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 05 -?5 C. Index Date: 9g ❑ 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: } ,S -. H 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 S p. L Side 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 • ❑ 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) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No I, Yes Deed of Reference: Legal Access Required ❑ No 0 Yes Parcel Frontage on Publicly Maintained Road: ❑ No 0 Yes, Road Name: E�JJT2 Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: n N 1 011-, 8 —T RYc, R0 LL. - Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ 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: ❑ Attached ❑ None ❑ 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. t❑ Page 4 of 5 is • • 0 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. CAL,arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 February 8, 2004 Butte County Building Department '7 County Center Drive Oroville, CA 95965 RE: Gipson House -AP 3041-330-051' PC #03-3778 Russell Bloomfield Plans Examiner: While reviewing the attached plan review responses from Russell, Gallaway Associates, I noted one typo error I want to call to your attention and correct. I am referring to Non - Structural Items, #2, Parcel size and dimensions. The west boundry of the parcel is shown with the dimension of 115.6 feet. The actual dimension is 1115.6 feet. I will call RGA on Monday morning and have them correct that dimension on their original plans. Thank you, Louis H. Gipson, RN 305 Stonebridge Drive Chico, CA 95973 898-9954 January 23, 2004 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX i Louis & Karen Gipson 305 Stonebridge Dr. Chico, Ca. 95973 Post -it® Fax Note 7671 Date_ o paooesl- Z. To O� Q 1 C at From L3 u Co./Dept. Co. iJ�I i,v iV• Phone # Fax # 3 b 2— 341),-6 Phone # 5 ,3 $ ,7 Faxy # :53$"vZ(� � Assessor Parcel Number: 041-330-051 Building Permit Number: 03-3778 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. ON -STRUCTURAL COMMENTS: The enclosed school fee form is to be completed by the Oroville Union High School District and the completed form returned to this office. V lease provide a plot plan with parcel size and dimensions. he sitting / study room will require a window meeting the requirements for emergency egress. Please revise. S UCTURAL COMMENTS: Please provide calculations for lateral force resistance accounting for all lateral forces tributary to wall line 3. This wall line does not comply with the bracing requirements of CBC 23 The shear wall shown along wall line 3 was only calculated to resist lateral forces due o wind loads on the 10' portion of the family room prow. Provide a lateral force analysis for the 12.5' rear covered porch. This section of roof is not laterally supported by braced wall panels on all edges and exceeds the 6' maximum overhang mellowed by CBC 2320.5.4.2. ./a sectional drawings on sheet A4.0 refers to detail a/S2.3. There is no sheet S2.3 with etail a. Please provide or revise. Please indicate size of framing members at California roof framing on the roof framing plan. ik/Please provide truss calculations for the hat trusses shown on the roof framing plan. Also show these trusses on the truss layout sheet. V./lease address note 7 on truss A2. Does note 8 provide the required connection? Vorrelate truss calculations and truss layout sheet for quantity of trusses. ease address note 8 on truss C I. 9' I am unable to find a listing for Hardiplank lap siding to indicate it conforms to the requirements of the California Building Code for wall bracing. Please provide a listing or revise. 1 of 2 .• /-The floor plans specify a Hardiplank lap siding braced wall panel at the interior wall along /edroom 3 and bathroom 3. Was this a misprint? If so, please revise. Itlease indicate type of braced wall panel being used at the exterior corner of bedroom 3. . Please specify hold downs and anchor bolts on the foundation plan required for the alternate race wall panel at bedroom 2. V. Pease specify isolated pier footings required to support the girders at the rear covered deck Show location and size of point load footings required to support the 7.63 kip and 6.39 kip re ns from truss A2. lease specify how deck joists will be supported and how ledger will be attached to the dwelling. Provide positive anchorage to the primary structure in accordance with CBC 0.13. . Provide adequate rafter size over the family room to accommodate the R-30 insulation. The plans show 2x8 and 2x4 rafters. The 2x4 rafters also appear to be overstressed. 2x12 rafters X11 accommodate R-30 insulation (9.25" thick) with 1" airspace required for ventilation. Please specify how rafters will be supported for California roof framing at truss C1. Please clarify on details "a" and "g" on sheet S4.2 and provide additional detail showing roof framing away from the glulam beam. 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 Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Don Russell, P.E. 2 of 2 995 T { TO: FROM: SUBJECT: DATE: Inter-'DepariMi,ii.to,t��Memorandum � � W t Forest'Floor DeBrunner, Deborah From: DeBrunner, Deborah Sent: Wednesday, March 09, 2005 4:09 PM To: Musselman, Steve Cc: Rutherford, Scott Subject: Gipson Claim We have reviewed the claim information supplied by Mr. Gipson and the building files. The findings are: Page 1 of 2 1) Plan check indicated compliance with minimum square inches of egress required for a bedroom window. The stated width, height and required square footage were adequate - calculating to 900 square inches when the required minimum was 820. Plans called for a double -hung window with the bottom half, which opened by sliding upwards, calculating to 900 square inches of egress. 2) It is unfortunate that it wasn't until the final inspection, vs. earlier site inspections, that it was discovered that the actual type of window installed would not allow the minimurn number of required square inches. Until the window was installed, as long as the opening would accommodate the called -for- size window, we wouldn't have been able to determine it was of inadequate size/type to allow for minimum egress. Evidently, this was also not "caught" by his licensed window contractor at the time of installation. 3) The California Building Code as sited below indicates that we must follow code in not allowing violations and that inspection approvals become invalid ifthey presume to approve violation of code. 2001 California Building Code: Section 103 - Violations It shall be unlawful for any person, firm or corporation to erect, construct, enlarge, alter, repair, move, improve, remove, convert or demolish, equip, use, occupy or maintain any building or structure or cause or permit the same to be done in violation of this code. Section 108 - Inspections ... Approval as a result of an inspection shall not be construed to be an approval ofd violation of the provisions ofthis code or of other ordinances ofthe jurisdiction. Inspections presuming to give authority to violate or cancel the provisions ofthis code or of other ordinances ofthe jurisdiction shall not be valid. Section 109 Certificate of Occupancy Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the 03/09/2005 Forest Floor Page 2 of 2 provisions of this code or of other ordinances ofthe jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Deborah DeBrunner . Manager, Program Development Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 (530) 538-7464 FAX 538-7785 03/09/2005 o BILL CURRY GENERAL a• a. DIRECT • • RISK MANAGEMENT GENERAL SERVICES ADMINISTRATION COUNTY OF BUTTE 3-A COUNTY CENTER DRIVE ORovn.LE, CALIFORNIA 95965-3334 TELEPHONE: 530-538-7090 PAX: 530-538-3831 MEMORANDUM To: Yvonne Christopher, Development Services Director From: Steve Musselman, Risk Manager Subject: Louis Gipson's claim against the County of Butte Date: March 3, 2005 STEVE MUSSELMAN RISK MANAGER STEVE WESTON SAFETY OFFICER Attached, please find a copy of the above titled claim, which was received by us on February 25, 2005. ' FILE WITH: UTT Butte County Risk Management COUNTY OF BUTTE `✓ RESERVE FOR FILING STAMP 3-A County Center Drive CLAIM FOR DAMAGES Oroville, CA 95965 TO PERSON OR PROPERTY °Od►+t CLAIM NO. INSTRUCTIONS �1PY� �&Ailx� I. Read entire claim form before filing. t r, KGE10EW 2. See reverse side for diagram upon which to locate place of accident. 3. This claim form must be signed on the reverse side at the bottom. FEB 2 5 2005 4. Attach separate sheets, if necessary, to give full details. SIGN EACH SHEET. 5.. Claims for death, injury to person or personal property must be filed not later than six 0 0VILLE➢ CALIFORNIA months after occurrence (Gov. Code Sec. 911.2.). Claims for damages to real property must be filed not later than 1 year after the occurrence (Gov. Code Sec. 911.2.). Name of Claimant Lou Date of Birth of Claimant G 50(v Home Address of Claimant City, State and Zip Code 6ti- ti W - s Home Telephone Number '1711/ P NT aZ)if e t/ cC . G 3G-5-1 Mailing Address of Claimant City, State and Zip Code Occupation of Claimant Business Address of Claimant City, State and Zip Code ( 6 (3' f L: /J (s Business Telephone Number Give address and telephone number to which you desire notices or communications to be sent Claimant's Social Security Number regarding this claim: � /2C-��rT z /�Or r O o v �E C It s 0 `t 0^ It When did DAMAGE or INJURY occur? o Names of any county employees involved in INJURY or DAMAGE Date '!- /f F KO �r Time If claim is for Equitable Indemnity, give date claimant 6 N T ( ( C 0 q /V T Y served with the complaint: Date Where did DAMAGE or INJURY occur? Describe fully and locate on diagram on reverse side of this sheet. Where appropriate, give street names, addresses and measurements from landmarks: •ti��� ��/�fTZ �a/t� Describe in detail how the DAMAGE or INJURY occurred. Why do you claim the County is responsible? Describe in detail each INJURY or DAMAGE. (OVER) THIS CLAIM MUST BE SIGNED ON REVERSE SIDE The amount claimed, as of the date of presentation of this claim, is computed as follows: Damages incurred to date (exact): Estimated prospective damages as far as known: Damage to property ..................................... $ (G $'l-' Oc/ Future expenses for medical and hospital care.......... $ Expenses for medical and hospital care ...... $ Future loss of earnings .............................................. $ Loss of earnings .......................................... $ Other prospective special damages ........................... $ Special damages for .................................... $ Prospective general damages .................................... $ Total estimate prospective damages ............. $ General damages ........................................... $ Total damages incurred to date ..................... $ C a Total amount claimed as of date of presentation of this claim ................. $ (O 3/t, • Ud Was damage and/or injury investigated by police? If so, City, County or State? -_ Were paramedics or ambulance called? If so, name provider ambulance If injured, state date, time, name and address of doctor of your first visit WITNESSES to DAMAGE or INJURY: List all persons and addresses of persons known to have information: Name Address Phone Name Address Phone Name Address Phone DOCTORS and HOSPITALS: Hospital Address Date Hospitalized Doctor Address Date of Treatment Doctor Address Date of Treatment READ CAREFULLY For all accident claims place on following diagram names of streets, including North, East, South and West; indicate place of accident by "X" and by showing house numbers or distances to street comers. If County vehicle was involved, designate by letter "A" location of County vehicle when you first saw it, and by "B" location of yourself or your vehicle when you first saw County vehicle; location of County vehicle at time of accident by "A-1" and location of yourself or your vehicle at the time of the accident by "B -l" and the point of impact by "X." NOTE: If diagram below does not fit the situation, attach hereto a proper diagram signed by claimant. SIDEWALK CURB CURB PARKWAY STDEWALK T 7 7 F Signature of Claimant or pe'rsori filing on his behalf Type/Print Name: Date: giving relationship to Claimant: q NOTE: CLAIMS MUS BE FILED WITH BUTTE COUNTY'S CLERK OF THE BOARD'S OFFICE (Gov. Code Sec. 915a). Presentation of a false claim is a felony (Pen. code Sec. 72). Claim for Damages 2.doc vu, olvq February 26, 2005 County of Butte Rick Management Steve Musselman Louis H. Gipson 2736 Pentz Road Oroville, CA 95965 Rearding; Butte County Building Department Error: Description of How Damage Occurred Dear Mr. Musselman, I am requesting compensation for an error the Building Department made in relation to my plans for a new single family residence, specifically, one of the bedroom windows. The plans were first'checked on November 21, 2003 with a back check completed on February 6, 2004. The plans were approved and permit #03-3778 issued on February 18, 2004. Actual construction began on April 19, 2004. Construction went smoothly and the home was ready for the Framing Inspection on or about September 29, 2004. The framing inspection went well with only a few minor corrections which were cleared up immediately. There was no referrence to the bedroom window that was previously approved in the plan check and recheck. In December, I called for the final inspection. It was during the final inspection that the bedroom window was discovered to be too small to allow emergency egress. The window, when opened, meassured out to be about 4.3 square feet instead of the required 5.7 square feet. I was told by the inspector that a larger window was required for the bedroom and that I needed to replace the existing window. I pointed out to the inspector that the window in question had already passed two plan checks and the framing inspection and no mention of it was made then. The inspector applogised for the mistake but he could not approve the final inspection unless the window was replaced. I asked the inspector for some clarification of the details and took some pictures of the window in question. I informed the inspector, with all due respect, that I needed to go to the Building Department and discuss the issue with the Department supervisors. I spoke with several people at the Building Department until I finally spoke with the Department Director, Evonne. After reviewing all the information at hand, Evonne agreed that the undersized window should have been caught and corrected during the initial plan check. Evonne stated that, while a mistake was made, she did not have the authority to override what were fire safety regulations and the window needed to be replaced in order to pass the final inspection. I explained to Evonne that I needed the final in order to roll over my construction loan to a permanent loan within the next few weeks. I had called my window supplier on the way to the office and was informed a replacement could be build and delivered in eight to ten weeks. I asked Evonne to allow some accommodation that will allow me to complete my financing while the window was in the course of being replaced. Evonne agreed to issue the approval for occupancy with the stipulation that the window be replaced within eight weeks and the room not be used in anyway for occupancy until the window was replaced. This was an accommodation that met both our needs and I agreed to it. The final occupancy was signed off on December 29, 2004. The new window was delivered and replaced by February 8, 2005. I delivered photos of the completed window to Evonne. Had the initial and back check plan reviews discovered the error in the window size, I could have simlpy revised my window order and incurred no additional cost. Had the framing inspection revealed the error, the window could have been salvaged and a new window ordered. My contractor was still on site and his cost would have been much less. I am requesting compensation for.the cost of the replacement window and the cost to have my contractor install the new window. The window costed $407.00 and the contractor cost was $675.00. The total I am requesting is $1082.00. The original window was unavoidably damaged when removed and cannot be returned to the vendor. I have numerous photos, supporting documents and receipts for the window and contractor costs. I want to give my highest compliments to the Building Department staff on their work with me over the last two years. I found everyone to be courteous and most helpful in my endeavor to build my new home. Although Evonne and the other inspectors were most helpful in this particular case, a mistake was made that costed me$1082..00. The Building Department has no process in place to remedy a mistake they made and thus I am required to seek compensation from your office. If you should require further documentation, please contact me at the address and telephone numbers listed above. Thank you for your time and attention in this matter. Sincerely, Louis H. Gipson 2736 Pentz Road Oroville, CA 95965 530-533-9954 Home 530-518-0426 Cell Butte County Department of Development Services Inspection Card o� U, Butte 24 HOUR INSPECTION#: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) • • OFFICE *: (530) 538-7541 FAX #. (530)538-2140 o • • o •e Visit our website at: www.buttecountv.net/dds ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type Insp. Date Framing Rough Framing Rough Plumbing Rough Mechanical Rough Electrical Rough Gas Roof Sheathing Straps Shear Transfer Shower Pan Rough Sprinkler Do Not Insulate Until Above Slaned Insulation Walt Insulation Ceiling Insulation Do Not Cover Until Above Sic-ned Shear Interior Shear Exterior Shear Braced Wall Wali Covering T -Bar Ceilin C Sheet Rock -1 laver Sheet Rock -2nd layer Separation/Location Framing/Openings Gas Test House Pipe Stucco Lath Scratch + Brown Finish [ Final Kurnbing Final Mechanical Final Electrical Final Insulation Certificate Final S rinkier Swimming Pool Setbacks Pool Steel/Pre-Gunite Electrical Bondi Enclosures & Alarms Plumbing Electrical Gas Test Light Nitch Other A encles Insp. Date Public Works Sewer Spec Inspection Fire Department Pled Authorization I Gas Authorization PERMITS BECOME NULL. AND VOID I YEAR FROM ]'HE DATE OF ISSUANCE, OR W WORK IS DON -F-6- 10I,ATION OF ANY COUNT` o�l�(�� V'f - 5 C- T `elfis ���� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive ,• Oroville, CXe (530) 538-7541 TOLL FREE (530) 891-2751 CORRECTION NOTICE NEA PERMIT NO. A routine Inspection indicates that the following violations of butte county Ordinances exist at the abovo address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. OUILIANti NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required Inspections are made and building Is approved for occupancy. Plans must be available on the job site. 041-330-051 03-3778 A.P. No. — GIPSON, LOUIS & KARIN Owner — PJ 3 61 PENTZ RD, OROVILLE Contractor Ns�' OWNER Permit No. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION F_DATE I INSPECTOR Piers Conduit Underfloor Plumbing —Underfloor Electrical —Underfloor Mechanical Underfloor Frarnin Stab D 0: Olt- ii8taWFT 6–r'.' hihi.1 Rough Mechanical 'A (2 Framing Shower Pan 7777 Not: In"'s"U1 insulation Fireplace Throat F -"'; Impft Stucco Lath Scratch and Brown fit"'AW Sk Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND,THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY '.'Addr' eases": Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the at)ovo address and should be corrected. Please notice this office when correctlon of work is c'ornplcted. If you have any questions pertaining to this mailer, or need additional explanation, pl se contact this office immodialely. 6p— _ . — Date REV A-1 (A(G Cod Cc T(eiv M. RICHARD CONSTRUCTLON STATEMENT LIC. # 640473 B HIC 74 Chicory Rd. _._._.______._....._.._._,.__._._.__�__._..._..,...._.._..M._ ��.2/22/OS Chico, CA. 95928 894-2135 Phone 894-2135 Fax LOUIS GIPSON Highway 74 & Pemtz Replaced double hung bedroom window with crank out casement window. Replaced flashing, window sealant, exterior trim, & interior trim, chalked & prep For paint. TOTAL DUE: $675.00 THANK -YOU Co S S Sierra Pacific Windows A Division of Sierra Pacific Industries PO BOX 8489 RED BLUFF, CA 96080 fric (530) 527-9620 4 nolon of Sierra Pacift Induabl" Sold to: LOUIS H GIPSON 305 STONEBRIDGE DR CHICO, CA 95973 Original Invoice Page 1 C()1) Ship to: LOUIS H. GIPSON 2736 PENTZ ROAD OROVILLE, CA 95965 Order Number Customer. Order No. Order Date Terms Invoice number Invoice date 604-01098 12/29/04 Cash On Delivery 05-020605 02/07/2005 Job Number Salesperson Routing F.O.B. Due Date TOM KLEEVES SPI Truck DELV 02/07/2005 gg Tailk 77= 777 ... .... ... N d" ;Po 1 SITTING/STUDY C -WC -3060-1 Net 377. Sales Tax @ 7.25% 27-39 Invoice Total405A :i. I. Sierra Pacific Windows A DM&k3n cfSb= PW& indusb1m 11805 REAID#410 RGAID if.-; RED BLUFF, CA OWN SW 527-0366(Fox) 136tunbm 27, 201M SON roc LOUIS H. GIPSON 305 STONEBRIDGE DRIVE CHCO. CA 95973 (530)518-042&Cd (530)SW99544Fax (5M898-9954-1-110" CUSTOMER ACCEPTANCE COPY 7.33 0amm Oder mumtm 4111401010 We Ckmftd -. &Mnft T*mu: Casio onOdmy Ro**md bapamilt: S OM ISO 0: .lob t. Pffma We 0: am scmeem: No Ho: Murtimms. No $I* To: LOUD H. GIPSON 2738 PENIZ ROAD OROVILLE, CA 959M PoW I of 3 OtrsctBMW. Yen Subt0vistan: Tod Number. Peop*Location: 2736 PENU ROAD . OROVILLE. CA 95985 - pmpeoty 0"mr. LOUIS H. GIPSOM 305 STONERIDGE DRIVE CHICO, CA 95973 Oroprebeckmat fee Imm6 I Ederim Tifm Ofto Color (Clad} AV 0 M�� 77771 Lb"RedwWraw V44im io two line Item numbem) No Wkwanty ( 4rfts to #me line lwm maim a) (The order isstd" to We tmm and cond custiomwallomw2F Tom Orftr Sumnwy dims vlaW an lie ba* page. Pdww read them bArm sl9ming) W TOW 3 377.00 7.25 Tax Rate E 27.39 LAW Chow 0.00 7 Kbeves [Sam) 5 -?m$ Total 1 $ 405.19 I STRUCTURAL CALCULATIONS Gipson Residence Job Number: 03-153 b,0 • November 19, 2003 QRpF E SS/pNq •�•. . c. R�\. o � z No. 58201 r rM * EX% � " 306 *n ^y� IVI`� \F OF CAO 9,11 Russell, Gallaway Associates 7 sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com FILE COPY ® 3- 778 C BUTTE BUILDING DIVISION, 6.-APPROVEDZ116101qt- RA, .. 0 STRUCTURAL CALCULATIONS Table of Contents CALCULATIONS PAGE Typical Loads v. Roof Gravity Member Design 2-11 Roof Gravity Member Design 29-31 STRUCTURAL CALCULATIONS Table of Contents CALCULATIONS PAGE Typical Loads 1 Roof Gravity Member Design 2-11 Roof Gravity Member Design 29-31 Spread Footing Design 32-34 Lateral Analysis @ Prow 35-37 r Gipson Residence DR ROOF DEAD LOAD : WALL LOADS: TOTAL INTERIOR WALL: _ €44 PSF = 1x7: PSF = 09 PSF BASIC BEARING PRESSURE ............................... PSF = 7.0 PSF SOILS REPORT : ..................................................................... Notts Pto itled � Ass. to ie God.e IVi ti!:rTititiis GEOTECHNICAL ENGINEER: .:'llcpleureic¢QIrlriikriutris 1?;7: DATE OF REPORT: N4€€€€€€€ ............................................................................................ PSF BASIC BEARING PRESSURE 75 PADS &CONT: FNDT. = Qa = € I5U:0 PSF INCREASE FOR WIDTH = f00 !NCREASE FOR DEPTH = ':00:' % MAX. SOIL PRESSURE - Qa = 11 1;500 /PSF ISOLATED FOUNDATIONS PSF ALLOW PASSIVE PRESSURE = f '0" PCF 200 ALLOW SOIL FRICTION = 03 ✓ EQUIV. FLUID PRESSURE... PCF TYPICAL FLOOR LOADS: C A R P E T f N 1:9 32"{SHE-TH.IN'G f ♦7;191NSUlATI;Ot1; 12"GIfPS.U11!E...D EXTERIOR WALL LOADS: Job No. 02-048 11/11/2002 = Aw 0: PSF PSF 1?;7: PSF PSF = 75 2'U PSF = OiS PSF PSF _ 22 8.0 PSF ............................. PSF = 10.0 PSF = 22 PSF = 1?;7: PSF PSF _ 2'U PSF = 05 PSF PSF 8.0 PSF Russell, Gallaway Associates Structural Engineering I r ----_Z HD of II II II N II SII Y ISI ce NN4 FIAT OUrFJ3396 O 24to. TYP. GABLE ENDS - 2nd I I• 1F0Zn W?G2 GIN TRUSS 0 241 oC L I � fl � I I I L t 03 I I _ I•FD /ice l l i IF Hoc 1 II � •• � IN I I I I II II II II II II II II II II II II II II II II II II II RDGE � � II II N II u II II - 8 II II II II II II 11 II I� z IIIN -J L----- --'-------L---Z----- ��-' _— 200241orm E 5, ".4 .i� 73ooF l3FAry oZ I I 2nd 1F0Zn W?G2 11 II II II 6 II � •• � IN I I I I II II II II TRUSS � RDGE IID � I� z IIIN 8 • II II II II II IIT,I A- x F�� I I N TVP. U II W 0 2a• as I I �: L f�GoF tic I I DBL. RARER I I ot _ J—DORMFA ON ATO PIANE w/ COtiAADN FAgA T1P. 1NoodWorks® ' SonwAke Fox WonD rmslcN LOADS: ( lbs, psf, or plf ) COMPANY PROJECT Russell, Gallaway Associates Gipson Residence 7 Sierra Nevada Court Job No. 02-048 Chico, CA 96928 Roof Joist 1.wwb (530)342-0302 Design Check Calculation Sheet Sizer 2002a Load Type Distribution Magnitude Location [ft] Pattern Shear 220 Total Start End Start End Load? Loadl Dead Full Area 10.00 (24.0)* 1.0 No Load2 Live Full Area 20.00 (24.0)* L/240 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : F� 3 0' „' Dead 128 Value 128 Live 220 Shear 220 Total 348 95 348 Bearing: fb = 874 Fb' = 1.0 fb/Fb' = 0.70 1.0 -Length Lumber -soft, D.Fir-L, No.2, 2x8" Spaced at 24" c/c; Slope: 14.0 deg;, Total length: 11'4", Self Weight of 2.58 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis Value Design Value AnalXSiS/Design Shear fv @d = "42 Fd' = 95 fv Fv' = 0.44 Bending(+) fb = 874 Fb' = 1242 fb/Fb' = 0.70 Live Defl'n 0.18 = L/740 0.57 = L/240 0.32 Total Defl'n 0.34 = L/395 0.76 = L/180 0.46 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.6 million 1.00 1.00 2 .Bending(+): LC#.2 = D+L,.M = 957 lbs -ft Shear LC# 2 = D+L,.V = 338, V@d = 302 lbs Deflection: LC# 2 = D+L Ei= 76.21e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind. i=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. COMPANY PROJECT df Russell, Gallaway Associates Gipson Residence Wood W-�orks@. 7 Sierra Nevada Court Job No. 02-048 Chico, CA 96928 Roof Beam 01.wwb I (530) 342-0302 ' jap. 8, 2093 19AI-56 Design Check Calculation Sheet. Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear Total Start End Start End Load?' Loadl Dead Full UDL 112.0 1.0 No Load4 Live Full UDL 160.0 L/360 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) 0. 19' Dead 746 Value Design Live 960 Shear Total 1706 85 A17 Bearing: fb = 743 Fb' = 1.0 fb/Fb! = 0.85 Len th Timber -soft, D.Fir-L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and in) Criterion Analysis Value Design Value Anal sis/Desi Shear fv Qd = 43 Fv' = 85 fv Fv' = 0.50 Bending(+) fb = 743 Fb' = 875 fb/Fb! = 0.85 Live Defl'n 0.15 = L/985 0.40 = L/360 0.37 Total Defl'n 0.32 = L/454 0.80 = L/180 0.40 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 15119 lbs -ft Shear : LC# 2 = D+L, V = 1706, VOd = 1481 lbs Deflection: LC# 2 = D+L Ei= 510.84e06 lb -int Total Deflection = 1'.56,(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis ogtput) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application: 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Russell, Gallaway Associates Gipson Residence Woad Wo r ks® 7 Sierra Nevada Court Job No. 02-048 Chico, CA 96928 Roof Beam 02.wwb SOPMARf F02 W00D DF.Ut.N (530) 342-0302 ' jan. 9, 2093 15-12-04 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 862 Total Start End Start End Load? Loadl Dead Full UDL 105.0 -Length No Load4 Live Full UDL 150.0 L/360 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : M 0• 1 Dead 675 Value 675 Live 862 Shear 862 Total 1538 85 1538 Bearing: fb = 641 Fb' = -Length 1.0 Live Defl'n 1.0 Timber -soft, D.Fir-L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full,.bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis Value Desi Value Anal sis/Design Shear fv @d = 38 FV' = 85 fv Fv' = 0.45 Bending(+) fb = 641 Fb' = 875 fb/Fb' = 0.73 Live Defl'n 0.12 = <L/999 0.38 = L/360 0.30 Total Defl'n 0.25 = L/549 0.77 = L/180 0.33 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 4421 lbs -ft Shear : LC# 2 = D+L, V = 1538, Vmd = 1326 lbs Deflection: LC# 2 = D+L EI= 510.84e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection'. (D=dead L=live S=snow w=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Russell, Gallaway Associates WoodWorks® 7 Sierra Nevada Court Chico, CA 96928 (530) 342-0302 jan. 9, 2993 15-18-04 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Total 1519 1519 Start End Start End Load? Loadl Dead Full UDL 105.0 1091 No Load4 Live Full UDL 150.0 0.18 = No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : PROJECT Gipson Residence Job No. 02-048 Roof Beam 02.wwb P'S 6 0' .14' C., Dead 656 656 Live 862 862 Total 1519 1519 Bearing: Fv' = 190 -Length 1.0 1.0 Glulam-Simple, VG West.DF, 241F -V4,5 -1/8x7-1/2" Self Weight of 9.13 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC4BC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in I Criterion Analysis Value Design Value AnalXsis/Design Ct CL Shear fv @d = 53 Fv' = 190 fv Fv' = 0.28 1.00 Bending(+) fb = 1091 Fb' = 2400 fb/Fb' = 0.45 E' = 1.8 million Live Defl'n 0.18 = L/758 0.38 = L/360 0.47 Total Defl'n 0.39 = L/354 0.77 = L/180 0.51 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 _ E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 4366 lbs -ft Shear : LC# 2 = D+L, V = 1519, VOd = 1354 lbs Deflection: LC# 2 = D+L EI= 324.31e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY Russell, Gallaway Associates WoodWorks® 7 Sierra Nevada Court SOFTWARE FAR WOOD INS/f.N Chico, CA 96928(530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 77 3135 Total Start End Start End Load? Loadl Dead Full UDL 128.0 1.6 No Load2 Live Full UDL 220.0 1.90 = L/180 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' PROJECT 'Pj 7 Gipson Residence Job No. 02-048 Ridge Beam 1.wwb Dead 2136 Design Value 2136 Live 3135 fv @d = 77 3135 Total 5271 Bending(+) 5271 Bearing: fb/Fb' = 0.73 1.00 Live Defl'n 1.6 0.95 = L/360 1.6 Len th Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x18" Self Weight of 21.91 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and in) Criterion Analysis Value Design Value Anal es i74 FACTORS: F CD Shear fv @d = 77 Fv' = 190 fv Fv' = 0.40 1.00 Bending(+) fb = 1629 MI.= 2235 fb/Fb' = 0.73 1.00 Live Defl'n 0.73 = L/469 0.95 = L/360 0.77 - Total Defl'n 1.47 = L/232 1.90 = L/180 2 -0.78 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 0.931 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 37558 lbs -ft Shear : LC# 2 = D+L, V = 5271, V@d = 4716 lbs Deflection: LC# 2 = D+L EI=4483.28e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow w=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT .� S@ Russell, Gallaway Associates Gipson Residence W 7 Sierra Nevada Court Job No. 02-048 ocnd Wor k Chico, CA 96928 2nd Floor Hd 01.wwb SOFTWARE FOR WOOD DFS/GN (530).342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Shear 510 Total Start End Start End Load?. Loadl Dead Full UDL 238.0 1.0 No Load2 Live Full UDL 340.0 L/360 No MAXIMUM 0' 'A' Dead 368 Value 368 Live 510 Shear 510 Total 878 85 878 Bearing: fb = 285, Fb' = 1.0 fb/Fb' = 0.41 1.0 -Length Timber -soft, D.Fir-L, No.2, 6xV Self Weight of 7.19 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and in) Criterion Analysis Value Design Value Anal sis/Design Shear fv pd = 30 Fv' = 85 fv Fv' = 0.36 Bending(+)" fb = 285, Fb' = 700 fb/Fb' = 0.41 Live Defl'n 0.01 = <L/999 0_10 = L/360 0.06 Total Defl'n 0.01 = <L/999 0.20 = L/180 0.07 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+ 700 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC#,2 = D+L, M 658 lbs -ft Shear. LC# 2 = D+L, ,V = 878, V@d = 610 lbs Deflection: LC# 2 = D+L EI= 99.13e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Load Type Distribution COMPANY PROJECT Pattern WoodWorks° 1469 1 Russell, Gallaway Associates 7 Sierra Nevada Court Gipson Residence Job No. 02-048 Start End Load? Loadl Chico, CA 96928 2nd Floor Hd 02.wwb 238.0 SOF MARE FOR WOOD AFSI4N No (530) 342-0302 jap. 8. 2QQ3 09-254-22 Live Full UDL Design Check Calculation Sheet L/360 No Total Defl'n Sizer 2002a <L/999 LOADS: ( lbs, psf, or plf ) L/180 0.12 Load Type Distribution Magnitude Location [ft] Pattern Total 1469 1 1469 Start End Start End Load? Loadl Dead Full UDL 238.0 700 No Load2 Live Full UDL 340.0 L/360 No MAXIMUM 01 F, Dead 619 619 Live 850 850 Total 1469 1 1469 Bearing: 85 fv Fv' = 0.47 1.0 1.0 -Length Timber -soft, D.Fir-L, No.2, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi. and in) Criterion Analysis Value Design Value Anal sis/Design Shear fv @d = 40 Fv' = 85 fv Fv' = 0.47 Bending(+) fb = 427 Fb' = 700 fb/Fb' = 0.61 Live Defl'n 0.02 = <L/999 0.17 = L/360 0.11 Total Defl'n 0.04 = <L/999 0.33 = L/180 0.12 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 700 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fop'_ 625 .1.00 1.00 _ E' 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M. 1837 lbs -ft Shear LC# 2 = D+L, V = 1469, VOd = 1102 lbs Deflection: LC# 2 = D+L EI= 251.36e06 lb-in2 Total.Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead 'L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis. output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.. COMPANY Russell, Gallaway Associates WoodWorks® 7 Sierra Nevada Court Chico, CA 96928 (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern Shear 1105 Total Start End Start End Load? Loadl Dead Full UDL 238.0 1.0 No Load2 Live Full UDL 340.0 L/360 No MAXIMUM REA ,c I IUN5 (lbs) and BEARING LENGTHS (in) : PROJECT Gipson Residence Job No. 02-048 2nd Floor Hd 03.wwb Pg to U, s. -r.. Dead 814 Value 814 Live 1105 Shear 1105 Total 1919 85 1919 Bearing: fb = 452 Fb' = 1.0 fb/Fb' = 0.52 1.0 -Length Timber -soft, D.Fir-L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and in I Criterion Analysis Value Design Value AnalXSiS/Design Shear fv @d = 42 Fv' = 85 fv Fv' = 0.49 Bending(+) fb = 452 Fb' = 875 fb/Fb' = 0.52 Live Defl'n 0.03 = <L/999 0.22 = L/360 0.12 Total Defl'n 0.06 = <L/999 0.43 = L/180 0.13 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 3118 lbs -ft Shear : LC# 2 = D+L, V = 1919, V@d = 1451 lbs Deflection: LC# 2 = D+L EI= 510.84e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Load Type COMPANY PROJECT WoodWorks.° Pattern Russell, Gallaway Associates 7 Sierra Nevada Court Gipson Residence Job No. 02-048 Total Start End Chico, CA 96928 2nd Floor Hd 04.wwb soFrWARE FOR woon DE4/LN Dead (530) 342-0302 50.0 Design Check Calculation Sheet No Load2 Sizer 2002a Full UDL LOADS: ( lbs,. psf, or plf ) L/360 No Load Type Distribution Magnitude Location [ft] Pattern Shear 550 Total Start End Start End Load? Loadl Dead Full UDL 50.0 1.0 No Load2 Live Full UDL 100.0 L/360 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : P,5 it Dead 329 Value 329 Live 550 Shear 550 Total 879 85 879 Bearing: fb = 562 Fb' = 1.0 fb/Fb' = 0.80 1.0 -Length Timber -soft, D.Fir-L, No.2, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis Value Design Value AnalXSiS/Design Shear fv @d = 28 Fv' = 85 fv Fv' _ 0.33 Bending(+) fb = 562 Fb' = 700 fb/Fb' = 0.80 Live Defl'n 0.13 = <L/999 0.37 = L/360 0.36 Total Defl'n 0.25 = L/530 0.73 = L/180 0.34 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 700 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 2417 lbs -ft 'Shear : LC# 2 = D+L, V = 879, V@d = 779 lbs Deflection: LC# 2 = D+L EI= 251.36e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall'be laterally supported according to the provisions of NDS Clause 4.4.1. 44DI st Floor Joist Business TJ-Beam(TM) 6.05 Serial_e:7002112273 9 1/2" TJI@/Pro TM -150 @ 16" o/c User: 2 1/7/2003 3:10:39 PM Pagel Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a. .a Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead SUPPORTS: Maximum Design Input Bearing Vertical Reactions (lbs) Width Length Live/Dead/Uplif notal 1 Stud wall 3.50" 2.25" 387/ 97 / 0 / 483 2 Stud wall 3.50" 2.25" 387 / 97 / 0 / 483 Detail Other A3: Rim Board 1 Ply 1 1/4"0.8E TJ -Strand Rim Board@ A3: Rim Board 1 Ply 1 1/4" 0.8E TJ -Strand Rim Board@ -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Py 30 -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32", 5/8" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A.structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Gipson Residence Job No. 02-048 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJI° and TJ -Beam° are registered trademarks of Trus Joist. e -I Joist",Pro' and TJ -Pro" are trademarks of Trus Joist. S:\RGA Projects\Residence\02-048 Gipson\Calcs-Struct\1st Joist.sms OPERATOR INFORMATION: Bob Clark Russell, Gallaway Associates 7 Sierra Nevada Court Chico, CA 95928 Phone: 530-342-0302 Fax :530-342-1882 bob@rga-chico.com Maximum Design Control Control Location Shear (Ibs) 469 -464 1120 Passed (41 %) Rt. end Span 1 under Floor loading Vertical Reaction (lbs) 469 469 1016 Passed (46%) Bearing 2 under Floor loading Moment (Ft -Lbs) 1653 1653 2839 Passed (58%) MID Span 1 under Floor loading Live Load Defl (in) 0.258 0.352 Passed (U654) MID Span 1 under Floor loading Total Load Defl (in) 0.323 0.704 Passed (U523) MID Span 1 under Floor loading TJPro 36 30 Passed Span 1, Py 30 -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32", 5/8" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A.structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Gipson Residence Job No. 02-048 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJI° and TJ -Beam° are registered trademarks of Trus Joist. e -I Joist",Pro' and TJ -Pro" are trademarks of Trus Joist. S:\RGA Projects\Residence\02-048 Gipson\Calcs-Struct\1st Joist.sms OPERATOR INFORMATION: Bob Clark Russell, Gallaway Associates 7 Sierra Nevada Court Chico, CA 95928 Phone: 530-342-0302 Fax :530-342-1882 bob@rga-chico.com COMPANY Russell, Gallaway Associates ° 7 Sierra Nevada Court WoodWorks Chico, CA 96928 SOFMANf FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 82 3190 Total Start End Start End Load? Loadl Dead Full UDL 154.0. 1.0 No Load2 Live Full UDL 440.0 0.97 = L/180 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : PROJECT Gipson Residence Job No. 02-048 Floor Beam 01.wwb P 31 0' IA' Rn Dead 1239 Design Value 1239 Live 3190 fv @d = 82 3190 Total 4429 Bending(+) 4429 Bearing: fb/Fb' = 0.65 1.00 Live Defl'n 1.0 0.48 = L/360 1.0 -Length Glulam-Simple, VG West.DF, 24F -V4, 6-3/4x10-1/2" Self Weight of 16.83 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis Value Design Value Anal sis/Desi n FACTORS: F CD Shear fv @d = 82 Fv' = 190 fv Fv' = 0.43 1.00 Bending(+) fb = 1553 Fb' = 2400 fb/Fb' = 0.65 1.00 Live Defl'n 0.37 = L/466 0.48 = L/360 0.77 - Total Defl'n 0.59 = L/294 0.97 = L/180 0.61 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu , Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fop'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 16053 lbs -ft Shear : LC# 2 = D+L, V = 4429, V@d = 3894 lbs Deflection: LC# 2 = D+L EI=1172.08e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLU,LAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Foot2000 ver. 1.0, Copyright o 1999-2000 Spyder Software 1/7/2003 2:58:59 PM Company Info Project Info ��� 3 Z Russell, Gallaway Associates .Project: Gipson Residence 7 Sierra Nevada Court Location: Chico, CA, 95928 , Phone: (530) 342-0302 JClient:� Fax: (530) 342-1882 Job No.: 02-048 .E-mail: doctord@rga-chico.com IFooting Id: Double Deck Footing FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ....................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.5 ksf FootingWidth ...................................................... 2.00 ft. FootingLength .............................. ... ............. 2.00 ft. Footing Depth .......................... 12.00 in. Punching Shear Stress .............................................. 10.64 psi BeamShear Stress .................................................. .80 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in= Gravity Only Soil Bearing .......................................... 1.3 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.96 0.00 0.00 Live Load 3.84 0.00 0.00 Foot2000 ver. 1.0, Copyright ° 1999-2000 Spyder Software 1/7/2003 3:00:43 PM ny 33 Company Info I Project Info Russell Gallaway Associates Project: Gipson Residence 7 Sierra Nevada Court Location: Chico, CA, 95928 Phone: (530) 342-0302 Client: Fax: (530) 342-1882 1Job No.: 02-048 E-mail: doctord@rga-chico.com IFooting Id: Single Deck Footing FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size ............................... 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.5 ksf FootingWidth .......................................:.............. 1.25 ft. FootingLength ...................................................... 1.25 ft. FootingDepth ...................................................... 12.00 in. PunchingShear Stress .............................................. .57 psi BeamShear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 inz Gravity Only Soil Bearing .......................................... 1.5 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.44 0.00 0.00 Live Load 1.76 0.00 0.00 I Foot2000 ver. 1.0, Copyright ° 1999-2000 Spyder Software 1/7/2003 3:15:29 PM PS 3,y Company Info I Project Info Russell Gallaway Assoc -fates Project: Gipson Residence 7 Sierra Nevada CourtLocation: Chico, CA, 95928 Phone: (530) 342-0302 Client: Fax: (530) 342-1882 JJob No.: 02-048 E-mail: doctord@rga-chico.comFooting Id: Interior Footing FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ...:................................................. 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size............ ............. 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.5 ksf FootingWidth ...................................................... 2.75 ft. FootingLength ..................................................... 2.75 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 7.98 psi BeamShear Stress ........... ...................................... n/a psi ReinforcingStandards per ........................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... 1.3 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.41) + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX (ft -kips) MZ, (ft -kips) Dead Load 2.48 0.00 0.00 Live Load 6.38 0.00 0.00 Gipson Residence DR � � Job No. O2 -04O 11/11/2002 WIND LOADS: ZONE DESIGN WIND VELOCITY Zone 3 W Wood Structural Panels V] IMPORTANCE FACTOR NIS Governs Standard Occupancy Governs Structural System #1 BASIC LOADCOMBO FOR ALLOW STRESS DESIGN SITE DA TA BASIC LATERAL SYSTEM = All other Buildings 0.117 MAX. OVERALL HEIGHT (hn) = FT. DISTANCE TO SOURCE (N.) > 1Qk. 1.00 DISTANCE TO SOURCE (N,) = >=15km i.00 SEISMIC SOURCE TYPE = I B. Lw I Table I&L1 SOIL PROFILE TYPE = SID 1,1 Table 16-J SEISMIC COEFFICIENT - Ca 0.36 SEISMIC COEFFICIENT - C, 0.54 � � Job No. O2 -04O 11/11/2002 WIND LOADS: DESIGN WIND VELOCITY 75 MPH MPH Wood Structural Panels V] NIS Governs Cq Governs Structural System #1 (But Need Not Exceed) 0.117 0.117 EXPOSUR EB IMPORTANCE FACTOR Russell, Gallaway Associates Structural Engineering Lateral Force Resisting Sys (R). [woodStructural Panels Wood Structural Panels V] NIS Governs E/W Governs Structural System #1 (But Need Not Exceed) 0.117 0.117 Russell, Gallaway Associates Structural Engineering from the design desk of.... JOB � � 05 0,3 e.S � PAGE NO. 36 JOB NO. b 2 - O LI$ ENGINEEdZZ DATE JOB from the design desk of.... PAGE NO. 37 JOB NO. 02- Q q ENGINEER -DT .DATE jlL111 M -.'ALCULATION OF po, 9- ct. 11, - ------------- ------------ ------- ------- ------- ---------- ---- ---- -------- ----------- .. .. ... ...... . .. ........ .. -------------- ----- ------------------------ ---------------- - - ----- ------------- ------ ------- ------ ----- ----- ------------ 4- -------------- -------------------------- ------------------ .. ....... .. -.1-1--o'.........- . ....... .... . . . ..... .. ---- ------ ----- ------ ------------- ------------- 4 - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ....... . . . . . . ....... .... . .... ............ ......... ... ... ...... . ----- ..... .. .... ... .. . ....... . ........ ........... . .... ......... ... ....... - --- - - - - - - - . .......... -------- ------- ----- ------ L ------------------- ------ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. ... ..... .......... ............. ............ . . . . . . . . . . 77.:---------- -- ----------------- Ll ---------- L -- ------ --- ----- --- --- ----------- ----------- .. ...... .. . .. . ....... ..... ...... . . ..... . . ... .... . ............... ......... . . .......... ..... -------------- T rL -4 ------------- ----- ----------------------- ------------- ---- ----- ------ - --- --- ------- - ----- -- ---- ------ --- - ----- i........_. ..... .. ....... .... .. .. ...... ... . ....... ........... . ... .. ..... . .. ... ........ .. .. . ..... .. . L __._..._._.__.__.___.i.__.________________4.------ ------ ------ ------- __ ....... ------- .......... ... ----------- ------------- ------------------------------ ... -------- --- - -- ------ ------------------- --- -------- ----------- ...... _.........i.........._.... . .......... . ------ . ........ . ..... ............ ... ... ..... . ....... .. -------------- ------------- - ------- ----- - ----- - - -------------- - - ------- ------------------------- --- ----- ------ ------ ------ ----- -- -- 1 .... .. .... . . . . . . . . . . . - - - - - - - - - ---- - - - --- - - - - - - - - - - - - - - - - - - - - - - -- ------- .. ..... . .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. .. .... . ....... - - - - - - - - - - - - - - - - - - - - - - - - i. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Additional STRUCTURAL CALCULATIONS Gipson Residence Job Number: 03-153 February 5, 2004' / �OQ�OFGSS/pNq`,,\` O RU F` %P ti� ' r w No. 58 0 * EXP. 06-30-06, \&XyT CIV 1 L F OF CALF from the design desk of.... Russell, Gallaway Associates 7 sierra Nevada Court / Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com JQP ,� t psotj Rs JOB NO. '03-153 DATE PAGE NO. '37 a ENGINEER( COMPANY PROJECT Wood W orks® SOFTWARE FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern Shear 240 Total Start End Start End Load? Loadl Dead Full Area 10.00 (24.0)* 1.0 No Load2 Constr. Full Area 20.00 (24.0)* L/240 No rrivucary width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 19, Dead 135 Value 135 Live 240 Shear 240 Total 375 119 375 Bearing: fb = 1029 Fb' = 1.0 fb/Fb' = 0.66 1.0 Length Lumber -soft, D.Fir-L, No.2, 2x8" Spaced at 24" c/c; Self Weight of 2.58 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC413C; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 47 Fv' = 119 fv/Fv' = 0.39 Bending(+) fb = 1029 Fb' = 1552 fb/Fb' = 0.66 Live Defl'n 0.24 = L/588 0.60 = L/240 0.41 Total Defl'n 0.45 = L/318 0.80 = L/180 0.57 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. y � v bQ February 5, 2004 t -" ' - Russell, Gallaway Associates 7 ,Sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com Butte County Building Department 7 County Center Drive Oroville, Ca. 95965 RE: Gipson House — AP #041-330-051 PC #03-3778 Plancheck Official: Here is our response to your plan check letter dated 1-23-04. Non -Structural Items: 1. School fee form attached. ,,_� Parcel size and dimensions have been added. The window size has been clarified and meets requirements for emergency egress. See sheets A2.0, A3.0 and A4.0. Structural Items: U1 I am not sure why you say that line 3 does not qualify as a braced wall line. There are 2 panels within 8' of the ends and are not more than 25' on center. It is true that one is a "shearwall" that is also used to support the prow in three -wall rotation, but that just makes it a higher capacity wall. I know a shearwall can be used as a braced wall panel. It is just subject to higher inspection requirements. The support for the prow is for forces in the alternate direction form the braced wall line. Li` We added an analysis for the rear covered porch. See page 37a of the calculations. Reactions are small (around 250#). 61/ The detail call should read c/52.1. See sheet A4.0. Z2x8's at 24" on center indicated on roof framing plan, sheet 52.2. Removed hat truss callout and replaced with 2x8 CA framing. s' Truss A2 note 8 addresses the connection for truss note 7. evised number of trusses on truss calculations. t8! Truss Cl note 9 addresses the connection for truss note 8. race wall panel specifications have been revised. See sheets A2.0 & S2.1. The brace wall panel at Bedroom and Bath 3 have been revised. See sheet A2.0 & S2.1. race wall panel type has been noted on sheet A2.0 & S2.1. I,,Brace ere is only one alternate braced wall panel. Anchor bolt note has been added on S2.1. 1,5' square footings per E/S4.1 and indicated on Foundation plan S2.1.. " ed 4x6 and 6x6 posts under Truss A2 with 2'-6" spread footings. See S2.1. L17. ded deck framing to detail c/ S2.1. Added %" lag screws, ledger to rim, at 8'o.c. afters have been re -sized to accommodate R-30 insulation. See sheet S2.2. dded detail k/S4.1 for additional info. Thank you, Don Russell CA Lica, No. C5820;1 Russell,°.Gallaway Associates 44, 2 0 all 0 �e 0 �t MAL EL A (em Al elev elicloeeZ.. et��.e;y SwmdnW OSCODrug COUNT ON THE PEOPLE WHO CA ttf110 nIQd.Q '4 YAI 'f1 YAV/I a� A1110 I�Qa".Q 'V'QA IC '11'VA 17 511 811 Enlargement Enlergemelrt N O ,I00 O 00 O IN O O cn A. y�� p mid , � Q t !_ 9 � f d � I � C I J s I � C-' y Y - i n� I 1 �f I1 lit111 kI Il�j�llllhr� 11111111 11►�1!�!�!�����►�: 11111111 111►1111111111111����i►!►�t�u�� �� � _ ��1�11�1�1111111111�►111t�t!�I►�it� �= -- -. , 11111111111t�'���'o��'��mc�n 17 N NJ cam' - r V 14- � i.. v�: •: � � kt k':'K 4 _: � �, .. a-* y iI •y i � v 3yV v W J j G� y Gam,' i ♦ L ✓ i i ♦ f G Y o� y ✓ ✓ i Le Z11- -,Ann= - j c ® d s i 4 \1� /�,� a- � ® ' ' -�. � � � G � ..% ,.- �,�'. j � � � y y f � ® '�� �� � � L/: /� F�/� �� GJ '�\ Y I y I �� '/- �� v► i ®� � 11 L-�/at� �- � � � �� t��� .Y /� .L , ,. �i it �I_ I a a = ;too 10 �- s �. �, �� �� ��- �- i) �r .i a i✓ r. ffA I use it S46 e" A permit will be re,, r. a 0159 0 Y. -"Zi`, "Ziy - s -Zp ns this 0 el plams I,,,, 1,J ps cnu Ions on se-mC rf, jhc DepartMent ror Of But", 1040)( 361 0900 5,e. 7 5�,7,0-ov 0 40 g/ " 11,Or C' n 0 G 300 EIN33 AiNnoo L n CMZ Z 0 330 H11V3H IVINUMOHIAN3 Da al A4A A4A u i e nv -nmr I I v V l It N 1 1 1 " 1 1.11 1 bd-- .- I "_ 1O 1 3'-0" x 7-0" SOLA CARE WOOD SLAB DOOR W/ SIDE 10-11 (SEE SCHEDULE FOR SIZE) 41 v) ' to Q Lo & DEAD BOLT - STAIN GRADE OA 2'-6" x 71-0" PR SOLA CORE WOOD FULL LIGHT - SINGLE GL,4ZED - 3PT. HARDWARE W/ DEAD BOL O1 w�aa� V 2-6" x 7'-0" PR SOLD CORE WOOD FIAT. LIGHT - SINGLE GLAZED - 3PT. HARDWARE W/ DEAD BOL 4O V Nr x T-0' SOLA CORE WOOD SLAB DOOR - PAINT GRADE OV w 3'-0' x T-0' SOLID CORE WOOD SLAB DOOR - PAINT GRADE OXI 2'-6" x 7-0" PR WOOD BI -FOLD DOOR - PAINT GRADE OV r Nr x T 0" SOLA CORE WOOD SLAB DOOR - PAINT GRADE 8O V 3'-0' x 7-0" SOLID CORE WOOD SLAB DOOR - PAINT GRADE OV &-v x T-0" SOLID CORE WOOD SLAB DOOR - PAINT GRADE OV 3' 0" X 7-0' SOLID.CORE WOOD SLAB DOOR - PANT GRADE OV 3'-0" x T-0" SOLD CORE WOOD SLAB DOOR - PAINT GRADE OM 7-6" x T-0" PR SOLA'? CORE WOOD WARDROBE - PAINT GRADE DOORS OV 10 x 71-0" SOLA' CORE WOOD SLAB DOOR - PAINT GRADE OM 2-6" x T-0" PR SOLI► GORE WOOD WARDROBE - PANT GRADE DOORS . OM 2'-6' x T-0" PR SOL C;iCORE WOOD WARDROBE - PAW GRADE DOORS OV 3'-0" x 7-0" SOLID CORE WOOD SLAB DOOR - PAINT GRADE OV &-V x 7-0" SOI J-0 CORE WOOD SLAB DOOR - PANT GRADE �O I 2'-6" x 70 PR SOLID CORE WOOD FILL LIGHT - SINGLE GLAZED - 3PT. HARDWARE W/ DEAD BOL M 2'-6' x 71-0" PR SOLID CORE WOOD WARDROBE - PANT GRADE DOORS �O XI 70 x T-0" PR WOOD LOUVERED SWINGING DOORS ** FOR DOOR TYPES SEE SHEET G2 DOOR SCHEDULE A EXTERIOR BRACED WALL PANEL (B.WP). KEY INDICATES TYPE PER SCHEDULE BELOW. LENGTH AS INDICATED w/ SUB NOTE TO KE( KEY PLACEMENT INDICATES SIDE OF BRACED WALL PANEL FINISH AS INDICATED PER WALL TYPE 2x STUDS AT 16" O.C. WITH HARDIPLANK LAPPED SIDING AND 6D5 0,V O.C. E.N. & 8" O.C. F.N. PER C.B.0 2320.113.8 2x STUDS AT 16" O.C. WITH HARDIPLANK LAPPED SIDING OVER V2" APA RATED SHEATHING USE SIMPSON HD2A AT EACH END AND 6D'S @ 4" O.C. E.N. & 8" O.C. F.N. 2x STUDS AT 16" O.C. WITH V2 " GYP. BD. OVER 1/2" APA RATED SHEATHING USE SIMPSON HD2A AT EACH END NOTE: FUR OUT REMAINING WALL TO PLANE W/ BWP SEE STRL FOR SW, 2x STUDS AT 16" O.C. WITH 1/2" GYP. BD. INTERIOR SHEATHING AND NAILED WITH 5d COOLER 0 T' ON CENTER AT PANEL EDGES 2x STUDS AT 16" O.C. WITH V2" GYP. BD. ON BOTH SIDES AND NAILED WITH 5d COOLER 0 T' ON CENTER AT PANEL EDGES NEW INSULATED WOOD FRAMED WALL USE 2x6 D.F. STUDS AT 16" O.C. EXTERIOR FINISH TO BE V2" THICK x T' EXPOSURE HARDIPLANK CEMENTITIOUS SIDING OVER VAPOR BARRIER OVER V2" GYP. BD. INSULATE WITH KRAFT FACED R-21 BAITS. LATERr FORCE RESISTING PANEL WALL LENGTH -PER DIMENSIONS ON ARCHITECTURAL . , FLOOPPLAN NEW INTERIOR WOOD FRAMED WALL USE 2x4" D.F ' $7JDS AT 16" O.C. 2e WALLS ARE EXCEPTIONS FOR PLUMBING AND BEARING AND ARE NOTED ON DRAWINGS. WOOD DECKING — — SOFFIT OR OBJECT ABOVE PLANE OF PLAN CUT, SEE APPROPRIATE NOTE ON PLAN - - - - - - - ROOF ONE ABOVE ALL DOORS SHALL BE LOCATED 3" AWAY FROM NEAREST PERPENDICULAR WALL. THIS ALLOWS FOR TYPICAL CASING INSTALLATION TO A KING STUD AND TRIMMER FRAMING CONDITION, TYPICAL UNLESS DIMENSIONED OTHERWISE ON THIS DRAWING PHANTOM LINES INDICATES CEILING FEATURE AS NOTED ON DRAWING TYPICAL PLATE HEIGHT IS 9-0 3/4" (9 FOOT STUDS) UNLESS OTHERWISE NOTED ON DRAWING "LEVEL" INDICATES A SLOPE NOT TO EXCEED 2% AS DEFINED BY THE U.B.C. TO ALLOW FOR DRAINAGE 2% EQUATES TO V4" FALL IN 12" RUN, CABINET BLOCK OUTS ARE ILLUSTRATED ON SHEET A5 FLOOR PLAN NOTES Z crO 41 v) ' to Q Lo '* •Ind _ 0) ���JJ ¢cri i o r+ W w�aa� V co W — p 1� Ot < '4 a_ W z w LL h0 o ¢ �U�m r rd U V 0 m -r-( r.qt 0 ,4 In .Q C A EXTERIOR BRACED WALL PANEL (B.WP). KEY INDICATES TYPE PER SCHEDULE BELOW. LENGTH AS INDICATED w/ SUB NOTE TO KE( KEY PLACEMENT INDICATES SIDE OF BRACED WALL PANEL FINISH AS INDICATED PER WALL TYPE 2x STUDS AT 16" O.C. WITH HARDIPLANK LAPPED SIDING AND 6D5 0,V O.C. E.N. & 8" O.C. F.N. PER C.B.0 2320.113.8 2x STUDS AT 16" O.C. WITH HARDIPLANK LAPPED SIDING OVER V2" APA RATED SHEATHING USE SIMPSON HD2A AT EACH END AND 6D'S @ 4" O.C. E.N. & 8" O.C. F.N. 2x STUDS AT 16" O.C. WITH V2 " GYP. BD. OVER 1/2" APA RATED SHEATHING USE SIMPSON HD2A AT EACH END NOTE: FUR OUT REMAINING WALL TO PLANE W/ BWP SEE STRL FOR SW, 2x STUDS AT 16" O.C. WITH 1/2" GYP. BD. INTERIOR SHEATHING AND NAILED WITH 5d COOLER 0 T' ON CENTER AT PANEL EDGES 2x STUDS AT 16" O.C. WITH V2" GYP. BD. ON BOTH SIDES AND NAILED WITH 5d COOLER 0 T' ON CENTER AT PANEL EDGES NEW INSULATED WOOD FRAMED WALL USE 2x6 D.F. STUDS AT 16" O.C. EXTERIOR FINISH TO BE V2" THICK x T' EXPOSURE HARDIPLANK CEMENTITIOUS SIDING OVER VAPOR BARRIER OVER V2" GYP. BD. INSULATE WITH KRAFT FACED R-21 BAITS. LATERr FORCE RESISTING PANEL WALL LENGTH -PER DIMENSIONS ON ARCHITECTURAL . , FLOOPPLAN NEW INTERIOR WOOD FRAMED WALL USE 2x4" D.F ' $7JDS AT 16" O.C. 2e WALLS ARE EXCEPTIONS FOR PLUMBING AND BEARING AND ARE NOTED ON DRAWINGS. WOOD DECKING — — SOFFIT OR OBJECT ABOVE PLANE OF PLAN CUT, SEE APPROPRIATE NOTE ON PLAN - - - - - - - ROOF ONE ABOVE ALL DOORS SHALL BE LOCATED 3" AWAY FROM NEAREST PERPENDICULAR WALL. THIS ALLOWS FOR TYPICAL CASING INSTALLATION TO A KING STUD AND TRIMMER FRAMING CONDITION, TYPICAL UNLESS DIMENSIONED OTHERWISE ON THIS DRAWING PHANTOM LINES INDICATES CEILING FEATURE AS NOTED ON DRAWING TYPICAL PLATE HEIGHT IS 9-0 3/4" (9 FOOT STUDS) UNLESS OTHERWISE NOTED ON DRAWING "LEVEL" INDICATES A SLOPE NOT TO EXCEED 2% AS DEFINED BY THE U.B.C. TO ALLOW FOR DRAINAGE 2% EQUATES TO V4" FALL IN 12" RUN, CABINET BLOCK OUTS ARE ILLUSTRATED ON SHEET A5 FLOOR PLAN NOTES z O Y H U �. W W = Q U H Z Q r— a - Z crO W v) ' to Q Lo '* 00 i w _ 0) ���JJ ¢cri i o r+ W w�aa� V Z z d_ J — p < c\l o a_ W z w LL h0 o ¢ r z O Y H U �. W W = Q U H Z Q r— a - SCALE: I" = 30' LEGEND 150 ELEVATION CONTOUP LINE FENCE LINE POIVEP POLE nrwaaR TREE, # INDICATES DIAMETEP TREE TO BE REMOVED f 1 SIGN 1 r ABB PEVIA T/ONS CENTEP LINE f? PPOPERTY LINE pp POWER POLE Ctlip CONGPUGATED METAL PIPE Fl.- FLOW LINE TPPL rpiPLE Df -3L DOUBLE � T tW T T /0%.L IOT V , 2 2 2 us BL BT T nT 2T eb, dT L JOT xl�l T t(7T P 0 IMATE LOCATION 0 POSED BUILDING 3�T 4 B L 12T A� lw X, I N", \ N - - ------- -- X F om\ F L. 'J" C) Pyl O r. E CY �Y IN 24 M" CM PAP Gruy ANCHO11\ Pp a U nrwaaR U 0 E o LA E c 0 ca M -X 0 U o $A c ry Ion, 0 E 4wJ N< Lon Mc .00 W (d U C 0 %n 0 -0 Z 2 6 "'o 0 0 o v 00 00 -c U o 6. u 141 Ar u— ON& l< fl4h. 0 0 �- �, Ul 94- zz) C." oil lu 4A Fs of