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HomeMy WebLinkAbout056-210-042u 56-21-4 - d ,��-i�rgrrrr - _ 056-210-042 PERMIT#97-122AG ' 56-21-42 SANDERS, David ''1V D SANDERS Forest Ranch - --- - - - - - -- 16894 Garland Rd•. , N/end ri rdN, 700' of Garland Rd, app 400' E '•y 32, Forest Ranch Ag Ex Permit -Tractor & Equip Perm1t#30T-84P,E(util, MH) 056-210=042 PERMIT#97-141AG ELEC Nent� SANDERS, David 61 GAS_ SUP?ORT STRUCTiRE�EO N O � 16894 Garland Rd., Forest Ranch COMPACTION TEST REQ Jllp Ag Ex Permit-Stg Equip & Shop For X -Mas Tree Farm /0056-21-42 056-210-042- PERMIT#97-142AG BOB KENYA SANDERS, David Contr�Conoly's MH Ser, Corning 16894 Garland Rd., Forest Ranch Per .tki 3329-84MHI/ 076-84 -M Farm Equi. sued /0 31 - Ag Ex Permit-Stg X asp 056-210-042 06-2198 SANDERS, DAVID 16894 GARLAND RD, FOREST, CH Cont: BRAYTON LA RAMADA(EX MH) S- �� I NoAr,-t srde- D/— 0-c- z SS{ BUTTE COUNTY /P (fv- DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD z 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538x541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds n/ Permit No: 06-2198 Issued: 10/23/2006 Address: 16894 GARLAND RD FOREST RAND APN: 056-210-042 Permit Subtype: Awning/Canopy/Ca Owner: DAVID SANDERS Applicant: FORCE 10 CONSTRUCTION i Description: RAMADA(EX MH) MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST. BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROV ND BY THE COUNTY BEFORE PROCEEDING Y Inspection Type IVR INS DATE Setbacks 132 kA77 Foundations / Footings 7 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216:::]/--- Forms/Steel/Holdowns 122/$ Do Not Pour Concrete Until Above are Signed Pre -Slab 124 ; Gas Test _404' Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 PERMITS BECOME NULL AND VOID'1 YEAIR, FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Applicant f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 16894 GARLAND RD Owner: permit No: 06-2198 APN: 056-210-042 DAVID SANDERS Issued Date: 10/23/2006 By KCG Permit type: MISCELLANEOUS 16894 GARLAND RD Subtype: Awning/Canopy/Carpt FOREST RANCH, CA 95942 Expiration Date: 10/23/2007 Description: RAMADA(EX MH) (530) 895-8027 Occupancy: Zoning: Contractor Applicant: Square Footage: FORCE 10 CONSTRUCTION FORCE 10 CONSTRUCTION Building Garage RemdUAddn P O BOX 1346 P O BOX 1346 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total (530)513-2137 ' 2,560 2.560 FEE INFORMATION Awning/Canopy/Carport $153.97 Awning/Canopy/Carport $230.96 SMIP - Residential $4.10 Total Charged: $389.03 Fees Paid: $389.03 Balance Due: $0.00 Receipt No: B610 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License FORCE 10 CONSTRUCTION CSLB-870075 / B / 12/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects 10/23/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier. Policy Number: Exp. Date: (This section need not be completed if the permit Tis—Tor ona hndred dollars ($100) or ess. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/23/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X �„���— 10/23/2006 I hereby certify that I have read this application and state that the above information is cored. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building gnaure Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS 5100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authon�zzee�d oo act on the property owners behalf. CONSTRUCTION LENDING AGENCY �006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for me Of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR; Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip 9. ter. atil . r KA. it Ir ./ I n _ In—w I ARCHITECT/ENGINEER CONTRACTOR Address Name State,,,Zip Address V13 Address Fax E -m '1 City State C Zip P h o nraj) f ax F d E -ma Lic. s, Class 9. ter. atil . r KA. it Ir ./ I n _ In—w I ARCHITECT/ENGINEER Name Address Cit , Gc� State,,,Zip Address V13 Pho a Fax E -m '1 State License Nu ber APPLICANT SIGNATURE X r - For office use only: APPLICANT INFORMATION Name I Flood Zone /O ccc e Address V13 Cl) Carrier City Subdivision Name Sta CA ZipC4061' 6 Phon �IS6 t9� Q F d ZS 3Z E -mai APPLICANT SIGNATURE X r - For office use only: AN -S-6 — Z 1a'C)(/ Zoning _5 I Flood Zone SRA Yes No Occ. Carrier Tyre C nst. Subdivision Name LENDING AGENCY Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc COUNTY VELOPMENT SERVICES ZIT APPLICATION L REQUIREMENTS LE: (530) 538-7636 • CHICO: (530) 891-2834 :(530) 538-7541 D AT TIME OF APPLICATION iuttecounty.net/dds INT CLEARLY" PERMIT NO. BPf-, BIN # PROJECT LOCATION AN -S-6 — Z 1a'C)(/ Property Address 14 97 z e Cit Cross Street r Z WOR'KER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: TO aA. Oce -P— — ' yox6 Sq FT- Living Garage Open Cov ❑ 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: Amount:' 5(3M Bldg SRA Receipt #:-1 6 1 . I6 Sheriff Otte. � �6`l SUP Other Date: _ , 06 $15;T7 Total REV 8-12-05 4 C,}' 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 /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 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 faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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. Building Permit Application Without Required Clearances Form ❑ 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. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 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 8-12-05 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�(Zlgg OWNER: tJ ndtrs ASSESSOR PARCEL NUMBER 0 2Uhl �_ Proposed Building Use: RQm Q �. 0 Permit Technician: Date: Iteps required in order to apply for a permit All boxes MUST be checked OR marked NA in order io apply. -TW 1. Site plans3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. f�J ' 3. Engineered plans,Spr 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. O 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of the following items.) `&K 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers ............................................................................................ O 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ifW, ❑ 20. City of Chico Plumbing permit.....................:.................................................. ❑ 21. Site plan and business license'approval from the City of Biggs .............................. ❑ / 22. California Department of Forestry plan approval ❑ paid. Sent by: ;.� • N 23. Planning approval for (A) Use: 6L (B) Parking: (C) Parcel Chedc:.:✓........ 0 24. Contact land Development about _ Improvements, _ Drainage ........................s _ ❑ i 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. VER -47 -Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensaiion Carrier and Policy Number .......................................... 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... %km le 31. Letter of Signature authorization................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 0 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction ................................ .......................................................... 0 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. 0 37. Other. When issued Telephone C q I w J `J ��'"101�? '► and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applican��i_-+ �t� Date: 3 x 006 1. Index pe application for the above items numbered: t "1 ' OC 1 Plan Check ei er 22. Additi I ' {{�..,,required r .o�trig►fer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 0 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designeradvised of the above data by ❑ phone, ❑ mail, ❑ Date: Plans reviewed by , e s Date: t 4D D C Plans approved by: Date: /o 06 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 Owner App Date: RECEIPT OF FEES SCHEDULE - RESIDENTIAL SANDERS APN No: 056-210-042 Permit Type: F-----f:-]Subtype: 9/13/2006 Permit No: BP 062198 Permit Desc: I I _ New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 $384.93 $153.97 $230.96 Balance of Building Permit Fee 0 0 1 = $204.98 NON-REFUNDABLE portion of fees due at application $153.97 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $153.97 FEES (6ELOW1 DLIF PRIOR TO ISSIIANCF OF PFRMIT 8935 na RECEIPT DATE Tech/Asst X131 9/13/06 Kourtni At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: � %s 90C>0Pursuant to Governm code Section 6020, you are hereby notified those Items followed by an "* may have been imposed on todr project. Yoi hdfie 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 : - BuTuE COUNTY DEPARTMENT OF PUBLIC HEALTH J ENVIRONMENTAL HEALTH DIVISION ENVIRONMENTAL HEALTH CLEARANCE REVIEW A Clearance is a review by Environmental Health to assist the applicant in the Building Permit process by verifying compliance with the requirements of the Uniform Plumbing Code regarding minimum standards for sewage and water systems. A Clearance remains valid when: ➢ The parcel will be served by existing water and sewage systems determined by the Division to be adequate for the proposed use, or The parcel will be served by individual well and septic systems, not yet constructed, but under current, non -expired permits Owner Name Site Address Proiect Type P'S/ingle Family Residenc with o2. bedrooms APN &1—>(0 city ❑ Other File Records Review Will the parcel be served by a public/community water system? ❑ Yes /21"'No ➢ If yes, what is the name of the system? ➢ If no, is there a valid well permit on file? ,0' Ye ❑ No ➢ If finalled, what was the date of the final? 3 Will the parcel be served by`a public/community sewer system? Yes ,,�No ➢ If yes, what is the name of the system? ➢ If no, is there a valid septic permit on file? .2 -Yes ❑ No ➢ If finalled, what was the date of the final? f 02Q Will adequate setbacks to water or sewer systems be maintained?�O Yes ❑ No `"* Official Use Only Below This Line " BUILDING DEPARTMENT: PLEASE DO NOT FINAL THE PERMIT UNTIL ENVIRONMENTAL HEALTH HAS SIGNED PART TWO OF THIS CLEARANCE. Part One: Clearance for Building Permit Approval EHS Date Plot Plan Attached ❑ F or Plan Attached ❑ Pt 1 Sent to DDS: 12, doc Part Two: Clearance for Building Permit Final ❑ Pt 2 Sent to DDS: Revision August 21. 2006' T: Administration�ForinsiClearance 202 MIRA LOMA DRIVE 411 MAIN STREET/ P.O. BOX 5364 7 COUNTY CENTER DRIVE Oroville, CA 95965 Chico, CA 95927 Oroville, CA 95965 TEL: (530) 538-7282 TEL: (530) 891-2727 TEL: (530) 538-7281 FAX: (530) 538-2165 FAX: (530) 895-6512 FAX: (530) 338-7785 a QpFLTMENr "'Zlc wov,�5 Department C' n u n t J. Michael Crump, Director of Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) ' Phase II Construction Storm Water Permit and Storm. Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: 220c/'C� �J /. By signing below, I, the project.owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: d� TD ct Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE For Building Permit # BP ()(� -a , Assessor's Parcel # Special Inspections – California Building Code section 1701: In addition to the inspections required by Section 108, the owner or engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his or her knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him or her, so inspections must also be made by the Butte County Building Division. 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ❑ Structural Masonry ❑ High Strength Bolting Welding — f ► C --LD ❑ Bolts=Installed in Concrete )2r Other: AN Oe5' Name of Special Inspection Company: A1J-Ieclk / C 66 To whom it may concern. This letter is to certify that Jim Tatarazuk, a representative of Force 10 Construction, is authorized to sign. official county documents on behalf of Force 10 Construction Regards Matt Behr, Owner �� �j ra t'j I.or•U _ 0u,� 6,5(o - ;� / o - C) )/;—:, Ak — O LOOMIS OFFICE O MARYSV'ILLE PLANT t 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 Phone: (916) 652-4655 Phone: (530) 743-8855 TRUSS Fax: (916) 652-3860 Fax: (530) 743-8856 Truss Design Submittal Designed By: Date: Technical Representative: Matt Balch August 25, 2006 Troy Moss * All enclosed drawings are in alpha -numerical order Client Protect Jim Tatarzuk 40x64 Mobile Home Cover CKO- 2 Leis Forest Ranch Hwy 32 (Above Chico) Office Phone: BUTTE GOUt E FY Site Phone: Office Fax: DiVI' '` iSite Contact: totoa Plan/Elevation:r-nozi--Or—system] O Original Submittal O11 Roof System: El O Complete Revision O Partial Revision: Replaces individual drawings Work Order # 0970806 0 Addition: Add to Original Submittal 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING. DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. i� svirpx \MAOMMAM/SVWEMS 7) ALL ITEMS 1.6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING 7X01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(SI INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. rCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. fr 4 82 ]3 t .1^2!/31/01 CIYW� \/ OF CALIFOP� REF: GB_1 DETAILS FOR WIND LOAD BRACING DWG# 0002065035 Optional vent 3-4F-6ENERAL GABLE opening Max. 12" eave "' "`• s design drawing. unless noted on drawing. Pitch per design 3-4 3-4 drawing. Solid block between trusses Gable End Truss for nailing of diagonal brace, attached to sheathing and truss each end, typ. Brace Interval as specified on the approved engnlneering drawing or standard detail or chart. Typical 2x_ strongback Truss spacings per designs. (whaler) brace along back ' face of gable, braced with 2-6 + or- 45 degree diagonal 12 9 2x_ (typ.) braced to roof S=34 S=34 sheathing as shown. v , . a ...w.._ ......,,.,... Connector plates shown are tor example only. See actual truss design for required plate sizes and orientation. Structural gable busses will generally have diagonal and vertical members other that those shown above. WALL/ BEARING SUPPORT udore truss is n nu u bearing except s may Do notedmawoual assiwrnqs. + Indicates stud members that require bracing) END (FACE) VIEW SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING. DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. i� svirpx \MAOMMAM/SVWEMS 7) ALL ITEMS 1.6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING 7X01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(SI INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. rCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. fr 4 82 ]3 t .1^2!/31/01 CIYW� \/ OF CALIFOP� REF: GB_1 PEAK PLATE: 3.4 (2x4) 5-5 12x61 6-6 (2x81 BC SPLICE; 3-4 12x41 5.5 (2x8) 6.8 (2xB) A MAXIMUM 40 PSF LIVE LOAD. BO MPH WIND EXPOSURE C, LESS THAN 20'•0' WALL HEIGHT. � Q No.C4 m d Exp. 121 1 UBC 1.5.3. DETAILS MAXIMUM 1'-0' EAVE WITH BLOCKS @ 32'o.c. OR 2'•0' EAVE, 6'-0' MAXIMUM MAXIMUM. WITH 4x2 /2 OR BTR. BRACE SPACING OUTLOOKERS CUT INTO GABLE 32'o.c. j 4 I2 MINIMUM CONTINUOUS RONGBACK BRACED TO ROOF RUCTURE AT 6'-0' MAXIMUM. STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM f 4'-1.6'CLEARSPAN, BO MPH MINIMUM GRADE CHORDS AND STUDS 2x4'STUD/STANDARD. STUDS TO BE MAXIMUM 24-o.c. HEEL PLATE: 3.4 (2x4) 5.6 (2x8) 6.6 (2XB) CONTINUOUS BEARING WALL BRACE :WALL BRACING VER BUILD ;DESIGNER. 2x4 CONTINUOUS BACKING WITH 18d NAILS AT 24' o.c. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) 2x4 SOLID BLOCK WITH 3.16d NAIL6Od GABLE STUD SHEATHING TO GABLE EA. END AND Bid NAILS FROM SHEATHING AT 8' ox, TRUSS, Bid AT 6' o.c. TO BLOCK AT 8'a.c. I J = _ 1.164 164 AT 24' o.c. / 2.184 16d 1 Y.' NOTCH 32' o,o, SOLID BLOCK To AT WITH 2.18d TOE- 24'o.c. 2x4 BRACE 2-1 Bid NAILED EA. END '2.16d WITH 4.18d NAILS SPACING UAIC CONTINUOUS 2/11/99 GABLE DETAILS WARNING Read all notes on this sheet and give a copy of It to the Erecting Contactor. rr.ndu.I.mn uvd-1 budan ding Wmp,nl It has been Maud on sped5Ca0,M ons providby the Corrlpdrn nmit anuf8dunsr Ano dome in A.aul'un uw W.— w,I me �n —,em vardats of IN and AFPA damp. standards. No r-Wrilb4lry is usumad Iw dud sheica el aciwacy. Dtmwtatorte Artl to ha vunhml uv film O)rnl—liml manllfe Yulw and1ra, bluWmg 0—gnu, prior to lah Alton Tho building designer stall aaeenaln that IM buts TA!�U iAiAI. ulmrutlrk pus JeWn muA 14 a.u•d Illuch rd is La nylly W by Intl kof building sheat Cng It ri assumed Ihal the lop less t ala at y or d by ePiss Ionl or Mnlr fh,Mlmng arW Ins Dgitm CIMrd If laleralry braCw111y a rigid sheathing material directly ellpdtrld. unbff dherwe M1eA Bnrnq (� shown a hu 1.1 11rlpy III ul cwnpuntlnls rr�elltuarf Omy to reUuG blKAling length. Thu C0.11-ar i athJl not be pMCed n any Onw,rnuMnl Incl ,-Q--v, J a li M wd CAu" the mwsW re Car11N1I d IM Wood "Geed 19% endow fJYN Conne0of PM1e cptolson. Fabrics". hartdb, MtW and beside tltls oust) n 1AAWAL S'SUMS CCK*K):A1K)N •"""'�""• w4h Ih• k4bwmg darYlwda. 'TRUSCOM MANUAL' by Trumst.'OUALITY CONTROL STANDARD FOR METAL PLATE CONNICTID W000 IRUSSE S' IOStN). 'MANGLING INSTAL.UNO AND DILLOW METAL PLATE CONNECTED WOOD TAUSSLS' . (1410411 al" "&Ol SIIMMAIIY SALEI' by TN The nu.. Plsle In.1dute (TF1) is Ionated at 583 O'Onohlo Dr,va. M"son, Wisconsin 53119. The Amwlun Forst is r CO Papw AssoctalM (APPA) Is "&led at 1250 CanKMul Ara. NW, Ste 200, av" un9ton. DC 211036. TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 C001003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTm or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of :the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be -nailed to both edges of the member if two braces are required. The "T' brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3.' Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building.: designer. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questio c:Msolfice%vAnwordlbrace-new.let AaR o o f l i n e 31D L a y c TRURWAL 00000 system Tatarzu}--/ 4 O x 64 J i m T a t a r z u k Forest Ranch Hwy 32 (Above Chico) SALES REP TM DUE DATE : DSGNR/CHER MB / BW TC Live 75.00 psf TC Dead 9.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 92.00 psf WO# . 0970806 Date : 8/24/2006 9:28 DurFac-Lbr 1.15 DurFac-Plt 1.15 O.C. Spacing 24.0 Code : CBC -01 #Tr/#Cfg : 33 / 0 Job Name: Tatarzuk/ 40 x 64 77 I ems �at-20 uNess s�o�w� bV 18 18 9 f' 20 J 'nt its R Gt es a�Lalse �es are PV as sliow�a} g �e es o es le . Truss ID: Al Qty: 31 BRG X -LOC REACT SIZE REQ'D TC 1 0- 2-12 4011 5.50 4.28 BC 2x6 DFL t2 2x6 DFL 81 1-3, S-7 2x4 DFL +1 6 Btr. Web bracing rjuir;d at each location sham. S standard details 1087001-OD1 revl). ® ANSI TP�D1995 UPLIFT REACI'ION(S2 Support 1 80 lb Suport 2 -280 lb 2 39- 9- 4 4011 5.50" 4.28" 2x4 DFL 91 10-11 THxiiny�spec THISDESA i3 THE ITE RESULT OF This truss is designed using the BRG REQUIREMENTS sham are based ONLY Q WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. C13Bld01 Code. on the truss material at each bearing SLIDER 2x4 DFL 91 IF HANGERS ARE INDICATED ON THIS DRAWING, g Enclos;d - Yes Lryortance Factor - 1.00 No End Zone MAX DEFLECTION (5 an) Lumber shear allovrables PLATE VALUES PER are per NDS. IBD RESEARCH REPORT 01607. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Trus4 Location - Hurricane/Ocean Line - No tegory - C L/838 MEM 9-10 (LIVE) LC 1 Loaded for 10 PSF non -concurrent BCLL. GIRDERS. IF 2.5" BN NAILS ARE USED THE Bldg Len th - 40.00 ft B'dg Width - 30.00 ft L= -0.5M D= -0.19' T= -0.75" PLATING BASED CR1 CI M1748FR FORCES: ON GREEN LUMBER VALUES. HANGERS MUST BE RE-EVALUATED (BY Df(IERS). Mean roof h i ht - 14.63 mph - 75 @ gg 'Load TC �.IDU / TENS. WR. CSI 0.00 psf 1.15 / 1.00 / 1.00 BC Standard Occupancy, - 10.2 psf 1-2 -57841.15 / 376 1.60 0.29 1-2 -71711.15 / S1S 1.60 0.48 2-3 -67161.15S1 1.600.903-4 'ANSVM1'.WrCAr- Wood Truss Council ofAmerica standard Design Pxspar� 'BLAtnlNc CMF0NENT SAFETY IrFaauwTloN- BC Dead 7.00 psf -50121.1S / 4521.60 0.84 (BC51 1-M and TICS! Wi RAORY %EETS by WTCA and TPL The Toss Plate institute M)Q Is located at 583 aaerdo Drive, Wdism 4-5 -50121.15 / 452 1.60 0.845-6 TRUSPLUS 6.0 VER: T6.5.41 Wsconsin53719. The ArrokenForest and Paper Aswdatim(AFPyslocated Ed111119thWrea,NW, Ste $00,Whsnirgton,DC20038. -67161.15 / 515 1.60 0.90 6-7 -71711.15 / S1S 1.60 0.48 CBC -01 DEFL RATIO: L/240 TC: L/2 6-7 -57841.15 / 376 1.60 0.29 BC COMP. OUR / TIS. WR. CSI 9 l0 281 1.6000 / 529580 1.15 .00, 11-1122 90 1.15 0.9so 1.6000 -281 % 88 12-13 -411 1.60 / 6459 1.15 1.00 WB COMP. R. / TENS. WR. CSI 2-9 -889 1.15 / 166 1.60 0.23 59 1.60 / 1072 1.15 0.47 M0 -1659 1.15 / 215 1.60 0.66 4-10 -124 1.60 / 1519 1.15 0.67 4-11 -124 1 60 / 1519 1 15 0 67 5-U 165 1.15 / 21 1.60 66 7-0-0 7-0-0 6-0-0 6-0-0 7-0-0 7-0-0 S-12 S 1.60 / 1072 1.15 0.47 -1 -� 6-12 -68 1.15 / 166 1. 0.23 7-0-0 14-0-0 20-0-0 26-0-0 33-0-0 40-0-0 SLORL -1495 LIS / 122 1.60 0.18 SLORR -1495 1.15 / 122 1.60 0.1a 20-0-0 20-0-0 6-' 1 1 2 3 4 5 6 7 5.25 6-6 5.25 Z 3.51 5-12 3.5-4 0-6-2 B1 5-12 132 W:508 00:508 R:4011 R:4011 U:-280 U:-280 U" 40-0-0 i- 8 9 10 p11, 12 13 9-0-0 9-0-0L! N 9 0-�� 9-0-0 9-0-0 18-0-0 ll��}? 04 31-0-0 40-0-0 10-0-0 SHIP 77 I ems �at-20 uNess s�o�w� bV 18 18 9 f' 20 J 'nt its R Gt es a�Lalse �es are PV as sliow�a} g �e es o es le . WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ) i m Tatarzuk This design Is for an Individual IxMrg component not truss system. it has been an specifications provided by the component manufacturer W0: Drive T_0970806_L0000S_)00001 ® and done in amordance with the current versions of TPI and AFPA design stardaids, No responsibility Is assured for dimensional aooaacy. Dimensions D s g n r : MB # LC = 16 WT: 316# ere to be veined by the ompare t mmadaawer andfor debug designer prior to tmdratin The building designer mat ascertain that the loads TC Live 75.00 psf L i ve Du r L=1.1 S P=1.15 HOMEWOOD rLbad on this design med or exced me loading imposed by the local building oode and the 1lartiaear applNatlon. The design o=vens Mat the top chord Is late lly braced by the roof or Boar sheathing and the bottom chord Is laterally' by a rigid sheathing material dreary attached. wrss otherwise noted. BrWrg shown Is for Ideal support of components members ort7r to reduce balding length. This Component snag not be paced In ary TC Snow TC Dead 0.00 psf 9.00 psf S nowDu r L=1.15 P=1.15 Rep Mbr Bnd /Comp /Tens ®TRUSS emrarretthmwtgCaraethemoLuueoonetathewCodtoexceed 19%andecaaemmexvlibeommswn Fabdatahandl%irmml :'Jo BC Live 0.00 psf 1.15 / 1.00 / 1.00 444 S Nor;hpa rk Dr. and brace this Mw In accordance with the f kWM standards: w and amire Detail Repord available as output Tna, wat softwi Colo Springs, CO 80907 'ANSVM1'.WrCAr- Wood Truss Council ofAmerica standard Design Pxspar� 'BLAtnlNc CMF0NENT SAFETY IrFaauwTloN- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 (BC51 1-M and TICS! Wi RAORY %EETS by WTCA and TPL The Toss Plate institute M)Q Is located at 583 aaerdo Drive, Wdism TRUSPLUS 6.0 VER: T6.5.41 Wsconsin53719. The ArrokenForest and Paper Aswdatim(AFPyslocated Ed111119thWrea,NW, Ste $00,Whsnirgton,DC20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2 Job Name: Tatarzuk/ 40 x 64 Truss ID: AG Qty: 2 1 CRITICAL MEMBER FORCES: TC 2x6 DFL #2 BBCt 2x4 DFL #1 d Btr. 2x4 DFL #1 44-49 CBL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. TOY ad uate staples for gable blocks. BUILDING DES�GNFR MUST VERIFY CABLE LOADS! [+1 gable bracing required 0 P" intervals, i "Gesed to wn nd load applied to face. See neral Cable Details', CD0206SO35. THISiOESIaIcIS TTHEIO?UYKITEE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY HHAANGE�RS MUST2BE"RE-EVALUATEDEUN A<BY Ofl'IERRSS). PLATING BASED ON GREEN LUMBER VALUES. l 20-0-0l 20-0-0 1 2 3 4 5 6 7 8 91011213149®781920222324252627282930 31 5.25 5-6 5.25 S=3.5-6 W" ggqqq 40-0-0 t 32 �331r Ir51r61r71r890121Y 2F-356789Ortoi61 �c 6 4-0-0 4-0-0 TYPICAL PLATE: 1.5-4 OVER CONTINUOUS SUPPORT 10-0-0 x SHIP 0-6-20-6-2 This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Hurriceaennngeg%Ocean Line - No E Zone Cytegory C Meati Lraotthe- 40 00 B3 ftg Width . 75.00 ft CBC Standard Occupancy, Dead load . ]0.2 psf WARN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: lifli Tatarzuk This design is for an MhAdual building component not truss system n has been based on spedticetlabs provided M the component manufacturer WO: Dri ve_T_0970806_L00005_100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DS n r : MB #LC = 16 Wf • 438# g are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 75.00 psf TC Snow 0.00 Li veDu r L=1.15 P=1.15 SnowDu L=1.15 P=1.15 HOMEI/IIOOD d on this design meet or eeed the loading by the local building code and the particular application. The design assumes thnt the top Chord wl'troxng M Is braced by the roof or floor sheathing and the bottom chord Is laterally braced by a dgid sheathing material directly attached, urdess otherwise noted. Bracing shown Is nor lateral support of comgonems members only to reduce budding length. This component shag not be placed M any psf TC Dead 9.00 psf r Rep Mbr Bnd / Comp / Tens ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, hrstag 'Joint Live BC Li000 psf P 1.15 / 1.00 / 1.00 4445 Northpark Dr. 1 o Springs, CO 80907 and brace this truss in accordance with the following standards: and Cutting Detail Repor& available as output from Tmswal soft are. 'A� V. curt^ V- Wood Truss Council of Americo Standard Design Responsibilities. WLDING 00MP )NENr SAFETY PC-ORMAMON - 'AN SVM . BC Dead 7.00 psf O. C . Spaei ng 2- 0- 0 (BM 1-03) and SM SUMMARY SHEEM by VVrCA and TPI. The Tress Rate Ins torte (TPI) Is located at 583 00noft CrM, Madison, TRUSPLUS 6.0 VER: T6.5.4 VNsmrdn53719. The American Forest and Paper Association(AFPA) Is located at 11 n 18thS"eLNW Ste Boo,Wag&oon,DC2oat6. Bldg Code: CBC -ill DEFL RATIO• L/240 TC: L/24 September 08, 2006 Jim Tatarazuk 4130 June Way Plumas Lake, CA 95961 916-256-8682 Dear Jim: 2503 Tuolumne or Chico, CA 95973 530-513-2363 cs_engineedng@sbcglobal.net As agreed, I am hereby providing you with a set of engineered plans and calculations for the Force 10 Construction Ramada Project in Forrest Ranch, CA All the structural calculations were performed for the loads provided by Homewood Truss, the designers of the roof trusses. Calculations are based on common engineering practice and were performed in accordance to the 1997 UBC. Should any changes to the loads or field conditions arise please contact me so that appropriate changes can be made to the design. Should you have any questions please do not hesitate to contact me at (530) 513-2363. Sincerely, Christian Santos, PE Principal Engineer 0 !0 -,- BUTTE w ' ECOUNTY BUILDING References: • Civil Engineering Reference Manual, Eighth Edition, by Michael R. Lindeburg, PE; • Homewood Truss Design Submittal; • 1997 Volume 2 of the UBC; • Field measurements provided by Force 10 Construction. �p �- N U a, � c 0j) t711 -z Q m D 1 3 r O rD ON c� x U x Oat s s �- U � �i n E � CD Q o go o U c U � n G M dim v No. 5505 Engineer's Computation Pad T� N U et 0j) v II (� o� D 1 r O rD ON x U x Oat s s �- U � �i n O CD Q o c U M dim v No. 5505 Engineer's Computation Pad T� N et 0j) v II (� o� D 1 x Oat s U � � O Q o c No. 5505 Engineer's Computation Pad r -- 0 c;L. r v 1 " N C 1 11 0 W i No. 5505 Engineer's Computation Pad r -- 0 c;L. r No. 5505 Engineer's Computation Pad m -J-1 77Ol m Q c- -x U N W S, E� 17 W T (� N � x -c) -n Wr � No. 5505 Engineer's Computation Pad m -J-1 77Ol m Q c- -x U N W S, E� 17 W o (� � x No. 5505 Engineer's Computation Pad m -J-1 77Ol m Q c- -x U N W S, E� 17 W No. 5505 Engineer's Computation Pad R 1, W U 17 �' � -� rr 1111 a- � -d o ► � a 1 .� p- ark ► ►e- It c 3 Q N co �.- ZP a� � X ►, Q 6- l► +) Z:P V, -- o , o n , a- < December 08, 2006 Matt Behr Force 10 Construction PO Box 1346 Chico CA 95927 Dear Matt: 2503 Tuolumne Dr Chico, CA 95973 530-513-2363 cs_engineering@sbcglobal. net CS Engineering appreciates the opportunity to once again work together with Force 10 Construction. As agreed hereby -pr f-ealGulatien and plans for the Ramada Project in Forrest Ranch, CA. All the structural calculations were performed for the loads provided by Homewood Truss, the designers of the roof trusses and for wind loads calculated by CS Engineering. Calculations are based on common engineering practice and were performed in accordance to the 1997 UBC. Should any changes to the loads or field conditions arise please contact me so that appropriate changes can be made to the design. Should you have any questions please do not hesitate to contact me at (530) 513-2363. Sincerely, Christian Santos, PE Principal Engineer OCA-' BUTTE COUNTY BUILDING DIVISION APPROVE® t'Z/1vo, BUTTE COUNTY UEC .12006 uEVELOPMENT SERVICES References: • Civil Engineering Reference Manual, Eighth Edition, by Michael R. Lindeburg, PE; • Homewood Truss Design Submittal; • 1997 Volume 2 of the UBC; • Field measurements provided by Force 10 Construction. BUTTE C®UNn.- BUILDING G 1f� VISION APPROVED M a 0 a E 0 U Lo un a) LO . w z LL -75 7= G, 61- 6e- 1 -Ce = 0, 6 7 Tw= 1 ot67-, 0,::t x Iq-S x 1 8 , 75 7s 0 u F U) o,6 o,t �x 1 k UNJ fun U 77. = 8115 x qy,F i- z ,�?, K qq.? b�;Ra (oL,� � 5 Z3 t.��--- T�u ss T okkL tA6 0 a B a c 0 ca 0 U LC)� U.)(D L 0= ZLLI t n C� Ca k `c3 e-� G:1'c p , C I. fiy tS zs,5 L,6s/o- C� � odke �C01I Lis -,C�ss P F ? F I- ;,fh -f- Ut -1-;,A- -. - �, E BUTTE C®UN BUILDING ®IVI'S1 APPROVED t(k- (Z iel�l �, es rTj l x -q k,Ze-e. J rt&cc, t�. 6, loo �L - n b, It a 0 d c 0 T 3 . S.f> KA 16 � (. z to kt-t) �-- qk� S � ---- %k r1= IS n Nm�� �, lop ��,��'► C.oh��ntx 6-0 UILDING DIVISIC M = I ?Iola 330 L6 APPROVED _ _M S o too . S3 (,o kr) on 4�,Yie.e r , `C65 I mo' XP 9�?fiy�/��� co CL c 0 E 0 U N L ti O Lo a) Ln C zw e7os�s o 63o «k G am @ SGS e4_� J {�C � Lot 3 zqJ too LLQ ti = Z% _ 7 C(�- T51 c 1,500 P5, O%_ 6y LOAC) oh 6\A�a ILD6NO DiVIS1C APPROVED J toc 1-514e Cokc� -` 066164 u' 'T 1 s, 2 0 �1 7 cor,-,lc Nk.oz1 6ekw(!�e w<<e t p,�,d tolp ;;, k x tZ O V" Z eP�- s,�,�sa� �5T,5 1Oz ko? , >-VST73 BUTTE COUNTY WILDING DIVISION - APPROVED. - E STS -6 0 cis 0. E 0 �1 Q Lo CD LO .� 0 C z ui �Z V J i'---- l l dk ----! BUTTE C®Us\jTy BUILDING DIVIIS1014 ---- APPROVE® . Cn'x n. on 6 c)Yk-c arc} _0 cc 0 5;� e \� k, eA) - Ca tu H-1 r lo as e '. 7. - Cc 46� 14 �_v�e rolpe Lvrz,� " reLkrt �to columri (e eA. 6s. 7 3/q,\ Loti6 C� � - 6 IZ, 60� (b, F>e- STt '- -ra COUNTY U SULDING DMSjo -- APPROVED . C-0 eAc—, tu %g w ca E 0 U L L o� LO a) LO ,c w o c ZLU GhCc-, Cotur-mn b � p 550 7 9,630 ir COU 6 6-01%4NIG DIVISION 1997 UNIFORM BUILDING CODE TABLE 23-11-H TABLE 23-II-H—ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE! !These values are for short -time loads due to wind or earthquake and must be reduced 25 percent for normal loading. Space nails 12 inches (305 mm) on center along intermediate framing members. Allowable shear values for nails in framing members of other species set forth in Division III, Part III, shall be calculated for all other grades by multiplying the shear capacities for nails in Structural I by the following factors: 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species with a specific gravity less than 0.42. 217raming at adjoining panel edges shall be 3 -inch (76 mm) nominal or wider and nails shall be staggered where nails are spaced 2 inches (51 mm) or 21/2 inches (64 mm) on center. 317ramin at adjoining panel edges shall be 3 -inch (76 mm) nominal or wider and nails shall be staggered where 10d nails having penetration into framing of more than 1 /8 inches (41 mm) are spaced 3 inches (76 mm) or less on center. LOAD FRAMING DIAPHRAGM BOUNDARY BLOCKING IF USED _,,,_ LOAD 1111 CASE 5 FRAMING CONTINUOUS PANEL JOINTS /" ' BLOCKING LOA[ CONTINUOUS PANEL JOINTS RAMING BLOCKING CONTINUOUS PANEL JOINTS BUTTE CW4 NOTE: Framing may be oriented in either direction for diaphragms, provided sheathing is properly pG DIVIS10 designed for vertical i.7 loading. i , y1/ BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGMS Nall spacing (In.) at diaphragm boundaries (all cases), at continuous panel edges parallel to load (Cases 3 and 4) and at all panel edges (Cases 5 and 6) Nails spaced 6" (1 S2 mm) maz et supported edges x 25.4 for mm PANEL GRADE COMMON NAIL SIZE MINIMUM NAIL PENETRATIONN FRAM NG Onches) MINIMUM NOMINAL PANEL THICKNESS (Inches) MINIMUM NOMINAL WIDTH OF FRAMING MEMBER (Inches) Case I(No unblocked edges joints parallel to load) All other (Cases 2, ons (Cases 2, 3, 4, 5 and 6 6 4 1 21/22 22 Nail spacing (In.) at other panel edges x 25.4 for mm 6 6 4 3 x 25.4 for mm x 0.0146 for N/mm 6d 11/4 5/16 2 3 185 210 250 280 375 420 420 475 165 185 125 140 Structural 1 8d 11/2 3/8 2 3 270 300 360 00 530 ' 600 600 675 240 265 180 200 100 15/8 15/32 2 3 320 360 425 4 640 720 730 820 285 320 215 240 6d 11/4 5/16 2 3 170 190 225 250 335 380 380 430 150 170 110 125 3/8 2 3 185 210 250 280 375 420 420 475 165 185 125 140 C-D,C-C, Sheathing, 3/8 2 3 240 270 320 360 480 540 545 610 215 240 160 180 /16 3 255 285 340 380 505 570 575 645 230 255 170 190 and other grades2 covered in UBC 8d 11/2 Standard 23-2 or 23-3 15/32 2 3 270 300 360 400 530 600 600 675 240 265 180 200 l Oda 15/8 15/32 2 3 290 325 385 •430 575 650 655 735 255 290 190 215 19/32 2 3 320 360 425 480 640 720 730 820 285 320 215 240 !These values are for short -time loads due to wind or earthquake and must be reduced 25 percent for normal loading. Space nails 12 inches (305 mm) on center along intermediate framing members. Allowable shear values for nails in framing members of other species set forth in Division III, Part III, shall be calculated for all other grades by multiplying the shear capacities for nails in Structural I by the following factors: 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species with a specific gravity less than 0.42. 217raming at adjoining panel edges shall be 3 -inch (76 mm) nominal or wider and nails shall be staggered where nails are spaced 2 inches (51 mm) or 21/2 inches (64 mm) on center. 317ramin at adjoining panel edges shall be 3 -inch (76 mm) nominal or wider and nails shall be staggered where 10d nails having penetration into framing of more than 1 /8 inches (41 mm) are spaced 3 inches (76 mm) or less on center. LOAD FRAMING DIAPHRAGM BOUNDARY BLOCKING IF USED _,,,_ LOAD 1111 CASE 5 FRAMING CONTINUOUS PANEL JOINTS /" ' BLOCKING LOA[ CONTINUOUS PANEL JOINTS RAMING BLOCKING CONTINUOUS PANEL JOINTS BUTTE CW4 NOTE: Framing may be oriented in either direction for diaphragms, provided sheathing is properly pG DIVIS10 designed for vertical i.7 loading. i , y1/ 9 CALIFORNIA `FALSEWORR MANUAL TABLE 4-2 APPLYING WIRE ROPE CLIPS The oNy correct method of attaching U -bolt wire rope cii= to rope ends is shown in the illustration. The base (saddle) of the clip bears against the live end of the rope. while the 'U- of the bolt presses against the dead end. A useful method of remembering this is: -you never saddle a dead horse-. �— The CUPS are usually spaced about six rope diameters apart to give adeduate holding Dower. A wire -robe thimble should be used in the loop eye to Prevent linking when wire rope clips are used. The correct number of Clips for safe application, and spacing distances, are Shown in the table below. NUMBER OF CLIPS AND SPACING FOR SAFE APPLICATION WIRE ROPE CAPACITIES Number of Clips Minimum Safe Load in Pounds for New Improved Plow Steel Hoisting Rope Drop Other Spacing 6 strands of 19 wires. Hemp Center Rope Diameter Inches Forged Material (.nches) ISAFETY FACTOR OF 6) 318 ..............................2 DIAMETER WEIGHT SAFE LOAD DIAMETER WEIGHT SAFE LOAD INCHES LBS/FT LBS. INCHES LBS/FT LBS. 114 .10 1,060 :.60 15,000 6/16 .16 1.600 1.1/8 2.03 18.600 3/6 .23 2.260 1.1/4 2.60 23.000 7116 .31 3.070 1.3/8 3.03 26.900 1/2 .40 . 4.030 1.1/2 3.60 30,700 9/16 .61 4,840 1.6/8 4,23 36,700 6/8 .63 6,330 1.3/4 4.90 41.300 TABLE 4-2 APPLYING WIRE ROPE CLIPS The oNy correct method of attaching U -bolt wire rope cii= to rope ends is shown in the illustration. The base (saddle) of the clip bears against the live end of the rope. while the 'U- of the bolt presses against the dead end. A useful method of remembering this is: -you never saddle a dead horse-. �— The CUPS are usually spaced about six rope diameters apart to give adeduate holding Dower. A wire -robe thimble should be used in the loop eye to Prevent linking when wire rope clips are used. The correct number of Clips for safe application, and spacing distances, are Shown in the table below. NUMBER OF CLIPS AND SPACING FOR SAFE APPLICATION Number of Clips Minimum Improved Plow Steel Drop Other Spacing Rope Diameter Inches Forged Material (.nches) 318 ..............................2 3 3 1/2 ..............................3 4 3-112 6/8 ..............................3 4 4 3/4 ..............................4 5 4-1/2 718 ..............................4 5 5-1/4 t................................6 6 6 t.t/8 .............................6 8 6.3/4 1-tr4 .............................6 7 7.1/2 1.318 .............................7 7 8.114 .............................) 8 9 BUTTE COU•N DIMS ®1 V ,UILDING TABLE 4-3 4-36 Revised 06/95 BUILDING DIVISION COUNTY OF BUTTE - DEPARTKkNT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — ORO%ALLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed a constructed to house farm implements, h'ay, grain, poultry, livestock, or other horticultural products. This structo shall not be a place of human habitation or a place of employment where agricultural products are processed, tr ted, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL / . ©�� ZONING —r,yl.-5— OWNERLt�jL" J �n �✓' PHONE NO. -Iva OWNER'S AppRFSS j G LOCATION OF 131.112 G9., ko r ?^e -s USE OF BUILDING mos. Tree - SIZE OF STRUCTURE V w a �� r v� TYPE OF CONSTRUCTION: WOOD FRAME --X STEEL CONCRETE OTHER(Specify) TYPE OF SIDING ROOF CO ERING / FLOOR TYP =d — (�)ro ve- ESTIMATED COSh © CONSTRUCTION $ 0 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: J '/1ry""''� 9-0 FRONT SIDES zft410%-- REAR 2.0 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date /;z - '?-7— Permit Fee - $60.00 Receipt No.3 I Signature of Owner The above described AG Building is exempt from a building permit. FLOG I PARCEJ P.D RpIAl6 ISSUE Manager Building Division ZWhitBy Date _L2- White e — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant BUILDLNG DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENTSERV S 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916 38-7541 AGRICULTURAL BUILDING EXEMPTION PE IT PERMIT NO. 22 Agricultural building is defined as follows: Agricultural building is a structure de ' ned and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. ThisAtructure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESS TCEL N ^ © (o ZONING OWNER VJ fide r5PHONE t�q OWNER'SDRE , i� �o _0 r t C� 9.5- �. LOCATION OFUILDING n —^ horC- l� r n . USE OF BUILDING /�n 7110- 13� LW OCA Y t4ME 17 SIZE OF STRUCTURE ' � j�/� X = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE —4X— OTHER (Specify) TYPE OF SIDING ROOF CO RING FLOOR TY t � >/ ESTIMATED COST OF CONSTRUCTION $ 6—©O AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: _ < 2 FRONT m SIDES n'�'W REAR �'� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date f,?�- l �- 9 7 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building Dermit. Receipt No. FLOOD PARCEL P. D ROO 1 1 in Manager Building Division By Date 1211 6' % ?' White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROV 1,LE, G4LIFORNIA 95965 - TELEPHONE (916) 538-7541 PE"IT APPLICATION DATA SHEET OWNER ()q nbfSASSESSOR PARCEL ER: J `® Proposed Building Use: -S Building Inspector: Date: 42 /jIZZ At time ermit applicatio was advis the following data must be submitted prior to permit processing an or issuance: All items have been submitted. 132. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. 1112. California Department of Forestry plan approyal/fees. ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 1:120. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 1125. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. 1127. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. C3 29. 1143 A, C3 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: j When you issue the permit, process as follows ail to owner, []Mail to co actor. elephone an old or pickup off ce. ❑Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation 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. 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 checking fees for work plan checked and other department costs are not refundable. Original - Applicant . , ,:h snwr*-T�r�'�,. vim„ .w:Y-•w�•.�": ,+bi, fY4X�w. .. .... - � ..., COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 COUNTY CENTER DRIVE - OROVILLEe, @?ALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET,,r~ OWNER: rie r ASSESSOR PARCEL NUMBER: 5" & Proposed Building Use: 2q q 8 Ldg-S Building Inspector: Date:' ' At timeo permit application was idviseA the following data must be submitted prior,to permit processing and/or issuance: Date Received By All iiems have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- O 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $---------------=-----------------------------------------------=--------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ._❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. --. ------------------------------------------- 0 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- 1117. -- ❑17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, O Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ---------- ------------------------------------------ 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- E124. ------------------------------------- ❑24. Letter of signature authorization ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ---------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------------- ❑29. 0433 A, OGrant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: \ ------ When you issue the permit, process as follows ail to owner, ❑ ail to co actor. elephone an hold Tor pickup R'office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Index permit application for the above items numbered: Date: Date: (Date) ❑ Plan Check List 2. Additional items required: ' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by, Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildingDivisioncounter, by Date: Plans reviewed by: Date: Plans%approved Date:: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. No transfer by: . Date: Yellow Copy - Department of Development Services, Building Division. BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT , M RMIT Agricultural building is defined as follows: Agricultural building is a structure designed andnstructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure s II not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.�- ZONING�- OWNER PHONE NO. OWNER'S ADDRESS LOCATION OF BUILDING USE OF BUILDING J SIZE OF STRUCTURE Flo X ' _ Z!9� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME V STEEL CONCRETE OTHER(Specify) TYPE OF SIDING :51e -M/ ROOF COVERING_ �/ :��� FLOOR TYPE / v� ESTIMATED COST OF CONSTRUCTION $ O®©o AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: - FRONT55�""''SIDES 1m REAR .2 6 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation _ USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Permit Fee - $60.00 Receipt No. a3 / 0 �5 a Signature of Owner _A,, -e The above described AG Building is exempt from a building permit'. FLOOD I PARC I ROOF G ISSU Manager Building Division I By �y% Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ..-.....� �---rte ....Y.-..y...�..�� - „�;ptic��i+.'t"�rv"�i. ;-.£':::aa:P� { .i.►. �-r`-.-tet.. ��r.w.w� , .ir.-` .-. r�.-.._... ' 14 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVJLLE; CALIFORNIA95965 -TELEPHONE (916) 538-7541 OWNER Proposed Building Use PERMIT APPLICATION DATA SHEET i4acv - slo-0y,;'- 11 a A. P. No. Building Inspector Date At time of permit.application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . Preansp 9 �eq'uest 20. Pre -inspection for required. .. co au,id ny Inepedor 21. Contractor's license information. (No., Name Style, Classification),, .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ...................... . ................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. / When you issue the permit, process as follows: ✓ Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works r ` ^ PERMIT NO. 3076-84P,E(NH) PERMIT EXPIRES OWNER DAVID SANDW.•' CONTR. owner ASSESSOR PARCEL 56-21-42 LOCATION N/end pri rd, 700'N Garland Rd, 400' E of Hwy 32, FR f ,t COPY,, i r t.:Meter�By~'.Date t"' ., s. ELECTRIC>� 1 j i i Temp. Power Pole Called PG&E Temp. Elec. Service r Called PG&E 11 Temp. Gas Service 11 Cal led PG&E JOB FINALED (Date) Signature 4/ t ! . J = OK O = Not OK = Not Applicable = Not Ready MOBILEHOMES .. i MISCELLANEOUS Date M094LEHOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s V'Zoning Requirements—Setbacks—Easements 1. Zoning Requirements—Setbacks—.Easements S 'Is; SpeciV MH Sup or —Sketch 2. Footings; Size—Depth—Spacing—Connectors Sewer; L tin T • t all -C/O— oncre a Water; Loc ton Easem Ne ded.(Sketch) 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing Electricity; Location—Clevance G — ad& Amp—Con to 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures PG 6. Carports; Windows—Doors Utility Clearance tl,� O� Z 7. Elec. Card -BI JQ Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date 'Card -BI Date Card -BI Date Date MO ILEHOME INSTALLATION (Plans) OK except #'s .Date POOLS (Plans) OK except #'s ning Requirements—Setbacks—Easements 1. Setbacks—Easements Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability _ r 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining ctricity; M est—Cro vers re rs— ler cas 4• Elec.; Receptacles and Lighting; Distances—GFI Drain; MHT —F —FI onn6 for 5. Elec.; Pool Lighting; 15 volts—GFI se,Aater; Test— R Iator—Co ctor 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed ater and Sewer Connected—C/O t de—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enc losures— Pane [boards—Ins. to Main in Conduit Exits; Insp.—Sketch Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date gCard-BI Date Card -BI Date Card -BI Date Card B -I Date . Card -BI Date Card -BI Date Card -BI Date _4 = Not OKE = Not Applicable Not Ready RESIDENtIAC (Single and Duplex) Date UNDERFLOOR Plans OK exce tk's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. Q.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 10. 11. Water Pipe; Test -Anchors -Regulator -Service Test Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E] Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 73. 74. Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor ❑Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes E) No 75. Following instld.: Drive ❑ Yes E] No; Walks E] Yes ❑ No; Planters ❑Yes El No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except N's 31. A.C. Dicts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. 35. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Slop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. 44. Cing...oist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng_.--Rfng. _ Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number for the following location: Owner Owner's Address Mobilehome Mfg. Model Year Int5�!gnia No. Serial No. It is hereby certified for occupancy at the above described location and 111-i be occupied. Director of Public Works Date By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White- Owner, Yellow- Installer, Pink - D.P.W. V COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. u IV Ij/ yj yj V, T `66t:''k tll�'�"'�y`i V'✓i^.fVW'< <`W '�-�"l�✓V �o.0/l� ,�'.i'✓',��F, p1'� Inspector_._ _, ��: a°�� � Date COUNTY OF BUTTE N DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-275,1 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE f ." 7", R A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mat r, or need additional explanation, please contact this /office immediately. f A -L - �'t'� Inspector f . Date J �� 1� J COUNTY OF BUTTE - bEPAFiTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califorrvsa 95965- Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT 0. ASSESSOR PARCEL NUMBER �# _ 2 3 ZONING BUILDING PERMIT O TELEPHONE SQ. FT. OCC. BUILDING VA ATION OW R' ICI D SS CO TRA R'S N v TELEPHONE CCMTRACTO 'S MAILING ADDRESS Fireplace CONSTRUCTION L D UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER N'D LICENSE NO. Plan Checking Fee $^.pv v Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING PLUMBING PERMIT Filing Fee 10.00 aE W Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehomel2l, Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities[ Installati0 Other F-1 Describe work: / _ TZ� -� ` Permit Fee $ contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e100ODvAMP OR 01-Rss LESS ESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. // DWELLING OCCUP.& OR ADDNS. l ACC. BLDGS. 2th2sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. Y License No. "3��%C'�a Classification �' �6I ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR TI -OUTLET 2,50 ea NON-RESID. BRANCH CIRCUITS) NEW R CONSTPOWER APPARATUS &' NON-RESID• (SINGLE OUTLET CIR. 200sot Ex. Occup(o OR FIXTURES BALpgp FIXED A Ex. Occup. OUTLETSP(RESID )LNS REA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against II liabilities, judgments ts, and expenses which may in any way accrue against sai ounty in nse en of the granting of this permit. Date 5 gnat a 7Apipli,— Ow Contractor Agent ❑ An $HAquired Fo xcavations over 5' deep and demolition or construct- ion of structures over 3 stories n height. Mobile Home Installation Fee $ ; VU TOTAL PERMIT FEE $ ® , 0a OCCUP. GROUP I TYPE OF CONST. PARCEL PD I ND UE ` This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which Dt TOW UBLIC BY ` PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date _ Receipt NO.�� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT I 0 ,aw,Q,6- / qe-�Z, � 9�8 i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Cal-if5rriia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT „,^ ASSESSOR PARCEL NUMBER _. ZO 1 , SJ BUILDING PERMIT OWNER pav al TELEPHONE SQ. FT. OCC. BUILDING VALUA ION OWNER'S MAILING AD RESS at CONTRACTO •S NAME eudlklfoc TELEPHONE / CONTRACTOR'S MAILING ADDRESS Fireplace CONSTT/`R��UUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ "}�, (r' LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ S, C)0 Penalty $ ARCHITECT OENGINEER'S MAILING ADDRESS Permit fee $ A5,00 BUILDING ADDR S d' G PLUMBING PERMIT FiIIng Fee 10.00 O ,r 0� 0/ 11al /amSolar Each Trap 2.00 Water Heater 20.00 Water piping 5.00 LOTSUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OUCTURE SF ❑ Duplex ❑ Mobi lehome Other SPECIFY Building sewer 5.00 Mobile Home I or G I W 10-00e TYPE OF WORK New Addition❑ Remodel❑ Utilities Installation[] Other❑ Describe work: Permit Fee $ Q Q v Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 00 10. /0,00 Main service EA. ADD•L 100 AMP 2.50 O NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2I/20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NNEW ON -RESIT R. BRANCH TLET ITS 2.50 ea NEw CONSTR POWER APPARATUS & NON-RESID./ SING LE OUTLET CIR. Ex. Occup\OUTLETS OR FIXTURES eALO 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 v Misc. Wiring 15.00 ALL Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said C my in co a ence of th granting of this permit. 9, ,�- Date �� Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 33 savories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCOP. GROUP I TYPE of CONST. P RCEL, if r vD HD ssu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for whicfees DIRE R O&P BY r A PERMIT EXPIRES Date / the applicable provi- resolutions to do have been paid. IC WORKS Date _&_2671 _ 671 Receipt No. �[ O O �5' WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT P turn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 'rf0 FOR RESIDENTIAL, DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement PAM SHOWN be recorded prior to issuance of a building permit. ,E "55�� is'1 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 arising from S4-:34396 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 zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: -$`/ PROPERTY OWNERS: •aa /G State of On this the day of Sed„CPH k"" 19 before // ) SS. me, the undersigned Notary Public, personally appeared County of .�c, e ) Ll Personally known to me. /� Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. ca 0 0 �c Present A.P. No. ENRICO.i. RD30,1986 NOTARY PUBLIC-CArn / Butte Coun l.U�<dZy C4�GC0FMy Commission Expiresy ti 00 w.. + r � �4 is;Jif' �� rC gs4 a** 7 y+v,7�,��5'e� + rhr r.• . s *� ,'"Q, � 4 sf,.,� � � N �� yy� � �:�4 w J y�iC*�r,.:.•� rt'LR � . L , r EXHIBIT A All that certain real property situate in the County of Butte. State of Calif- ornia, describcd as follows: PAXEL O.`Z All thatPortionof tE:c South half of Section 21, Township 24 Korth, Range ,1 3 East, . D. D.,, ;d, described as follows: Beginning at the intersection of the Easterly line of the Iand described in deed to the State of California, recorded February 27, 1961 in Cook 1101 of Butte County Official Records, at pane 502, :lith the Southerly line of the land described i❑ the Deed to the State of California, recorded :aauary 20, 1949 in Doak 4:2 of Cotte County Official Records at page 235; thence South 0:0 O0'411 East along the Southerly line of the last nentioned land, 753.73 feet; thence. South 0" 02' Kest 9.11.07 feet; thence Sr.uth 31° 14' Vest 246.57 feet to the center of Garlsad Road, 0e3ce Southwesterly alorr, t;:e centerline of said Garland Road on a curve to the right, 4.11.59 feet: thence North 42° 05' 27" West 337.69 feet to a point oa the boundary of said laid described in deed recorded in Soak 1101 Of Official Records, at page 502, that bears South G3° 45' 05" West 29,99 feet from the Easterly teraius of that certain bearing in said boundary which Is described as"(3) X. 43o5'05"E" , t::cacc alnrg the bourd3ries of said land ,the following Learirgs and distances: \ort:: 4S' 45' 05" East 29,99 feet; thence Korth 46° 14' 35" Wzst 115 feet; tlierce on a curve to the left, with a radius of 630 feet, throug% on an;le of 17° 00' 00" an are length of 16,92 -feet; the chord of w::ic:i bears Kurth 54° 44' 55" West; 196.24 feet; thence North 320 44' 20" test 29.46 feet; thence Korth 16° 10' 33" East 30-3,65 feet and Korth 130 07' 54" East, 499.27 feet to the point of beginning, PARCEL. Tl:•0- An easement Lr water pipe line and puzpiag facilities together with right of ingress and egress, over that p3 -tion of the South half of Section 21, Township 24 Korth, lunge 3 East, 11; D. B.& W, described as follows: Commencing at a point which is the southerly terniays of that certain bearing in the easterly line of Parcel 5,.: auovt describcd as "South 0° 02' West 941.07 feet"; thence south 310 14' !test 202,26 feet to a point in the center of Garland Road and the true point of beginning of the easement herein described; thence South 490 07' East 52.09 feet; thence South 270 14' 'Last 80,60 feet; thence south 100 50' 14est 67.03 feet; the ce North C9° 37' !':est, 79,55 feet; thence North 190 44' East, 137.04 feet; thence North -*9° 07' Y0st,•53.34 feet to the centerline of Garland Road; thence Northeasterly along said centerline to the true point of beginning, END OF DOCUMENT )jl E �4 is;Jif' �� rC gs4 a** 7 y+v,7�,��5'e� + rhr r.• . s *� ,'"Q, � 4 sf,.,� � � N �� yy� � �:�4 w J y�iC*�r,.:.•� rt'LR � . L , r EXHIBIT A All that certain real property situate in the County of Butte. State of Calif- ornia, describcd as follows: PAXEL O.`Z All thatPortionof tE:c South half of Section 21, Township 24 Korth, Range ,1 3 East, . D. D.,, ;d, described as follows: Beginning at the intersection of the Easterly line of the Iand described in deed to the State of California, recorded February 27, 1961 in Cook 1101 of Butte County Official Records, at pane 502, :lith the Southerly line of the land described i❑ the Deed to the State of California, recorded :aauary 20, 1949 in Doak 4:2 of Cotte County Official Records at page 235; thence South 0:0 O0'411 East along the Southerly line of the last nentioned land, 753.73 feet; thence. South 0" 02' Kest 9.11.07 feet; thence Sr.uth 31° 14' Vest 246.57 feet to the center of Garlsad Road, 0e3ce Southwesterly alorr, t;:e centerline of said Garland Road on a curve to the right, 4.11.59 feet: thence North 42° 05' 27" West 337.69 feet to a point oa the boundary of said laid described in deed recorded in Soak 1101 Of Official Records, at page 502, that bears South G3° 45' 05" West 29,99 feet from the Easterly teraius of that certain bearing in said boundary which Is described as"(3) X. 43o5'05"E" , t::cacc alnrg the bourd3ries of said land ,the following Learirgs and distances: \ort:: 4S' 45' 05" East 29,99 feet; thence Korth 46° 14' 35" Wzst 115 feet; tlierce on a curve to the left, with a radius of 630 feet, throug% on an;le of 17° 00' 00" an are length of 16,92 -feet; the chord of w::ic:i bears Kurth 54° 44' 55" West; 196.24 feet; thence North 320 44' 20" test 29.46 feet; thence Korth 16° 10' 33" East 30-3,65 feet and Korth 130 07' 54" East, 499.27 feet to the point of beginning, PARCEL. Tl:•0- An easement Lr water pipe line and puzpiag facilities together with right of ingress and egress, over that p3 -tion of the South half of Section 21, Township 24 Korth, lunge 3 East, 11; D. B.& W, described as follows: Commencing at a point which is the southerly terniays of that certain bearing in the easterly line of Parcel 5,.: auovt describcd as "South 0° 02' West 941.07 feet"; thence south 310 14' !test 202,26 feet to a point in the center of Garland Road and the true point of beginning of the easement herein described; thence South 490 07' East 52.09 feet; thence South 270 14' 'Last 80,60 feet; thence south 100 50' 14est 67.03 feet; the ce North C9° 37' !':est, 79,55 feet; thence North 190 44' East, 137.04 feet; thence North -*9° 07' Y0st,•53.34 feet to the centerline of Garland Road; thence Northeasterly along said centerline to the true point of beginning, END OF DOCUMENT is;Jif' �� rC gs4 a** 7 y+v,7�,��5'e� + rhr r.• . s *� ,'"Q, � 4 sf,.,� � � N �� yy� � �:�4 w J y�iC*�r,.:.•� rt'LR � . L , r EXHIBIT A All that certain real property situate in the County of Butte. State of Calif- ornia, describcd as follows: PAXEL O.`Z All thatPortionof tE:c South half of Section 21, Township 24 Korth, Range ,1 3 East, . D. D.,, ;d, described as follows: Beginning at the intersection of the Easterly line of the Iand described in deed to the State of California, recorded February 27, 1961 in Cook 1101 of Butte County Official Records, at pane 502, :lith the Southerly line of the land described i❑ the Deed to the State of California, recorded :aauary 20, 1949 in Doak 4:2 of Cotte County Official Records at page 235; thence South 0:0 O0'411 East along the Southerly line of the last nentioned land, 753.73 feet; thence. South 0" 02' Kest 9.11.07 feet; thence Sr.uth 31° 14' Vest 246.57 feet to the center of Garlsad Road, 0e3ce Southwesterly alorr, t;:e centerline of said Garland Road on a curve to the right, 4.11.59 feet: thence North 42° 05' 27" West 337.69 feet to a point oa the boundary of said laid described in deed recorded in Soak 1101 Of Official Records, at page 502, that bears South G3° 45' 05" West 29,99 feet from the Easterly teraius of that certain bearing in said boundary which Is described as"(3) X. 43o5'05"E" , t::cacc alnrg the bourd3ries of said land ,the following Learirgs and distances: \ort:: 4S' 45' 05" East 29,99 feet; thence Korth 46° 14' 35" Wzst 115 feet; tlierce on a curve to the left, with a radius of 630 feet, throug% on an;le of 17° 00' 00" an are length of 16,92 -feet; the chord of w::ic:i bears Kurth 54° 44' 55" West; 196.24 feet; thence North 320 44' 20" test 29.46 feet; thence Korth 16° 10' 33" East 30-3,65 feet and Korth 130 07' 54" East, 499.27 feet to the point of beginning, PARCEL. Tl:•0- An easement Lr water pipe line and puzpiag facilities together with right of ingress and egress, over that p3 -tion of the South half of Section 21, Township 24 Korth, lunge 3 East, 11; D. B.& W, described as follows: Commencing at a point which is the southerly terniays of that certain bearing in the easterly line of Parcel 5,.: auovt describcd as "South 0° 02' West 941.07 feet"; thence south 310 14' !test 202,26 feet to a point in the center of Garland Road and the true point of beginning of the easement herein described; thence South 490 07' East 52.09 feet; thence South 270 14' 'Last 80,60 feet; thence south 100 50' 14est 67.03 feet; the ce North C9° 37' !':est, 79,55 feet; thence North 190 44' East, 137.04 feet; thence North -*9° 07' Y0st,•53.34 feet to the centerline of Garland Road; thence Northeasterly along said centerline to the true point of beginning, END OF DOCUMENT LLb to -I - 1a1 Vics�� SITE PLi� �' _ . .. _ .. .. ...f.a . . . : : .�. ..••.•.:t �•. •.. f:. ... _• . : •�L•.•�._.1:• •'ad ;j •1� .. .:/. ..... / . .l.. .. .. .. ... .. .. .. .. ............. ........e... .....'/.%%5are- . �. , J N' �t ....................................... - l......}...................a......._...........L..... f......l......, .. r......l......}. ..j ..... ......}..... {......{../...}..... r.... :. .. .. .. .. .. .. .. .. nn//'' /•�k ,^• . 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BUILDING' PERMIT Assessors Parcel NumberOO © — ®© Q — 0 © 0 Scale: lot= ;�00 Owner Name Address / Phor Site Location Contact: Name Phone Zoning: ASSESSOR'S PAR 6-210 -('�Z — F®R ®FFICE UZi= i ILT ...':.jVlDE FOR ALL ADJACENT PARCELS SIZE (AM General Plan Desig: ZONING: Sita, Ades GEN PLAN: 4.0(rUSES.: SITE PLAN ................... . ...................: . 1.... {.... .. .. .. .. ......................... .......r.....i. .. ...j... .. .. .. .{.... .. .. .......... ...j. .. .. .. ..................... .. ............. .. ............ .. .. .. _ .. .. _ .. .. .. .. .. .. .. .. .. .. .. ............ .. _ yam( F .:.V.. " •. .. .. .. .. .. .. .. .. ............ .. : i .. •r: /• ..�. ....�............• .. .. .. .. .. .. .. .. .j.....: .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . : 4.•' jl`j -f m l� r 5..o ri �: ...fit _ - <. ..<...� x .. <........... " S • ly/ 1..... 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