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HomeMy WebLinkAbout058-800-031_3 Zl 3 I. CHARLES MURRAY JR. 058-800-031 05-0905 Off Cirby Creek Rd near Concow rd inter GEORGE, DONOHO CERTIFICATE OF COMPLIANCE/with cond. 13500 VISTA RIDGE RD, OROVILLE 7/39/82 CONT: OWNER AG BUILDING 058; 800'03.1 BP04o67:7. PERM T RENEWAL• DON, OI -IO, GEORGE DATE: 1_�jjZ� �35�A VISTA RIDGE RD., OROVILLG ,uN# 0'-�� E?CYIftES: � r NEW SINGLE FAM101= —o s Lo �s E.H. USE ONLY Riot Rea Arta . Fboa Rea Attaelad Seat to S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner L cation AP#\ Plan Approved for: Sewage Disposa Water Su ply: Clearance for dwelling. Other 1 Hold final for: Final clearance O.K. for: NOTE: Public Private Well Environmental Health Specialist Da 8196 god r5 49 vi % r D ARC io vS C4 ' 1Y07C�16 S ® °Q � t L PoW 92- Poc_E Cox Road Yarm , CA 95965 (530) 5.39.8626 M - PLANNING DIVISION -BUILDING PLAN APPROVAL Use: Date: Parking: Landscaping: Other. Signature: 41 \ 2 l(1 Gi. 12. o> h e7 Po��t� 1�ot,E Lipb v t4 I-)) 0-z 031 NO. C 16334 .QWME a DOfY W 13470 Ctrby Creek Road Yanlaee HBI, CA 95965 (530) 533-M . N M - PLANNING DIVISION -BUILDING PLAN APPROVAL Use: Date: Parking: Landscaping: Other. Signature: 41 \ 2 l(1 Gi. 12. o> h e7 Po��t� 1�ot,E Lipb v t4 I-)) 0-z 031 NO. C 16334 .QWME a DOfY W 13470 Ctrby Creek Road Yanlaee HBI, CA 95965 (530) 533-M . PLAN REVISION/RETURN Owner's Name:) ,\ r BP#: V �� l Date: b Contact Person & Phone Number: PURPOSE OF RE -SI ❑ Permit Application Data Sheet Item AP#: - S6 Z_� �� ) Received By: }nV2 Time: 1(0�'1�7 . OR REVISION ❑ *Engineering Ian Revision eques e by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS -AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans. examiner will determine if additional plan checking' fees are needed: Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 BUTTE COUNTY , DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040617 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued. Date: 08/20/2004 APN' 058-800-031-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Li Site Address' (� t - V 0 4ezrl- cc Date: Contractor. - Map Index: drUYi )6—, q5l� tom' Description: NSF(2307) GAR(480) OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GEORGE A. DONOHO permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 13470 CIRBY CREEK ROAD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE CA 95965 she is exempt therefrom and the basis for the alleged exemption. Any (530) 533-8626 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): LY"/I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: GEORGE A. DONOHO Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, . and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Busi s and Pr fessions Code Date: $ _20 _ C Owner: License #: WORKERS' CCOAftNSATION DECLARATION I hereby affirm under penalty'df perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carver: Total Square Ft: 2307 S.F. Policy#: Valuation: $149,955.00 Census Code: / ® I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: allure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages s provided for in Section 3706 of the Labor code, interest, and attorney's fees. 5 � �Q;4 4 `� U 1 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code anrvor I hereby affirm that there is a construction lending agency for the Resolutions todo wort indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 7.0 Name: BY b /\ Date: PERMIT EXPIRES Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo es. Print Name:S 1 0 & In 1 )\ 2IAX) Signature: p Date: ll'/ D -n — G Owner 13 Contractor 0 Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENTSRVICES 0 BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 04 �, 10AtIv 054 PERMIT NO. DATE: X / APN: ZONING: I NEAREST CROSS STREET: TRACT/LOT#: SITE ADDRESS:. ;)I STA- P.i r>G P -b CITY, ZIP: T � j kE;F-1 ALL- )-LL /4 OWNER NAME: � 2 s a A • �6t�ib 12`1 to • 110 PHONE: � 64(Z41 STREET ADDRESS: )S4 v C FAX: CITY. ZIP: �- ^ E-MAIL APPLICANT NAME: PHONE STREET ADDRESS: FAX: CITY, ZIP: E-MAIL CONTRACTOR NAME: PHONE O� STREET ADDRESS: FAX: CITY, ZIP: E-MAIL:- LICENSE NUMBER LICENSE TYPE: ARCHITECT/ENGINEER NAME:PHONE Ste' STREET ADDRESS: FAX CITY ZIP: LICENSE NUMBER 1 � � E-MAIL: DESCRIPTION OR SCOPE OF WORK: Si Lc ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) . S/Yow 2v-ov --r®�P-A 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 fees will be required. 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. For office use only: Notes: C'GYlS'�- TPn f rI 4 3,1115-140 S tR4 Fe>~S 1,52. R' Shed•�ee5 3CPo• c i' 2 r t Application Received bDate: Receipt number: 3G�G Amount Received: V,' N OVO* 0 �1 7 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:\„/ /r) n U , (,ill' -i( /if `P ASSESSOR PARCEL NUMBER (�� Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. v 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. OI 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑, 14. Hazardous Material Form y►TPW 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico R(Irroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklersffer ......... site ........pr from ....................... ssio ............................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by '❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit......................................................................... 23. California Department of Forestry plan approval �R paid. Sent by: ............. ' 24. Planning approval (A) USe'O'K (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form.............................................................. .............. ...... ............ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (k"iven to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:........... 33. Recorded copy of Agricultural Acknowledgment Statement ............... ..' / 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone . n and hold for pickup. I have been into�med of the above items and requirements for obtaining a building permit. In '41 Applicant: /ill .Y'�!/ /'�.t1 R� ~` ' Date: %?ti12 G Z/ 1. Index permit application ON above ems numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cougter, q- Date: Plans reviewed by: Dale: Plans approved by: Date Structural reviewed Date: Structural approved by: Date: Note transfer by: `_ Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 S EDULE OF RECEIPT OF FEES �j h OWNER671 A.P. # PROPROSED BUILDING USE DATE 3" 6;�_ V RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ DiRe0e0dv {/ Plan Checking Fee....L DISTRICT FEES OfO ` (paid at School District Office) (form available after Plan Ch ) O 3. SHERIFF FEES (paid at Building Division) 56 0-� Restdential............ X $360.00 =$ �f (/ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) fV(7. SRA FIRE INSPECTION ANID PLAN CHECK FEE �--: (paid at Building Divisiont 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. -mm ial (sq. ftg.) ......... X = $ ��Sq. Fig. 7� _ Amt. I Q' OTR GI? At time of permit app cation, I was advised the above fees are required to be may be changed dttg the plan che.OkinAprocess. Gd permit. These fees DATE 'l G Pursuant to Government C6d"e Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) National. Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and. Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement MESS THAN 1 ACRE1 Project Title: �� GG By signing below, I, the project owner/owner's'agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb I acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of graog and/or other permits or other sanctions provided by law. O.B.- I OWNER -]BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your, signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO ❑ 2• I HAVE W HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: )--4 ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMB DATE:_ '2— l�% NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER WFORIATION Dear Property Owner. Q B•_ I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit: Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under Stats: Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit; erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street; Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. qq ren', Ivlic 1 C. Vi ira, C.B.O. er, Building Inspection NOTE: Thus Owner-Butlderinfomzwon is required by Section 19830 of the California Health and Safety Code OVER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned Ifor agricultural purposes, and residents of this. property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and"residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ��c► - ` E C-P—iPT/©/J,, Date March I, ?nna PROPERTY OWNERS:, George A. Donoho ' Jo Ann Donoho I State of California ) County of ��s ) personally appeared r7*t o29E' e- ;Cpa,;,dy o ,o,:� `., ,Q,,,,,/ /J.�vo%,o personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s).gr the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offici a seal. y RICHARD FEUERSTEIN Signature Seal: Commi A. P. # U�O ' "g©ll, G'3® sswn 299529 Wo Notary Public - CalitomiaDButte CountyMyComm. Exp.APR. 13,200 ##11 iil #li i Illi # II liil i# #I !li i ##il AND WHEN RECORDED MAIL TO: 2 112) Q!11 .e* — K2) 0i 1 1 9 6 6 BUTTE COUNTY BUILDING DIVISIONUfficial Recorded Records I REC i=EE 13, 00 ► COPIES 3, qty, 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 4; �0� County Of BUTTE I �O f i ®� CMDAC`E J. GRUBBS i 4�g Recorder ruSEYIARY DjCVSON i I J g Assistant 0 1 Travis Off' i5lPM 010 -Mar -2004 I Pave 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned Ifor agricultural purposes, and residents of this. property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and"residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ��c► - ` E C-P—iPT/©/J,, Date March I, ?nna PROPERTY OWNERS:, George A. Donoho ' Jo Ann Donoho I State of California ) County of ��s ) personally appeared r7*t o29E' e- ;Cpa,;,dy o ,o,:� `., ,Q,,,,,/ /J.�vo%,o personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s).gr the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offici a seal. y RICHARD FEUERSTEIN Signature Seal: Commi A. P. # U�O ' "g©ll, G'3® sswn 299529 Wo Notary Public - CalitomiaDButte CountyMyComm. Exp.APR. 13,200 { Preliminary Report Description Order No. BU -213033 AM The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 4 OF THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE ALONG THE SOUTH LINE OF 'SAID LOT 4, NORTH 89° 44' 34" WEST, A DISTANCE .OF 866.0 FEET TO THE POINT OF BEGINNING FOR THE PARCEL DESCRIBED HEREIN; THENCE FROM SAID POINT OF BEGINNING, NORTH 00 47' 31" EAST, A DISTANCE OF 179.22 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN DEED TO EARNEST BRYANT, RECORDED DECEMBER 7, 1971, IN BOOK 1718, PAGE 247, OFFICIAL RECORDS; THENCE SOUTH 821 58'.5 81" WEST, 84.60 FEET; THENCE SOUTH 66' 36' 28" WEST, 123.34 FEET; THENCE NORTH' 61° 31' 32" WEST, 254.23 FEET; THENCE SOUTH 4° 33' 04" EAST, 221.95 FEET; THENCE SOUTH 44° 53'56" WEST, A DISTANCE OF 67.92 FEET TO A POINT ON THE SOUTH LINE OF LOT 4 OF THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE SOUTH 89° 44'3.4" EAST, A DISTANCE OF 448.07 FEET TO THE POINT OF BEGINNING. APN 058-800-031-000 PARCEL II: A NON EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC -UTILITY PURPOSES, 30.0 FEET IN WIDTH, LYING NORTHERLY OF AND ADJACENT TO THE NORTHERLY BOUNDARY AND WESTERLY OF AND ADJACENT TO THE WESTERLY BOUNDARY OF THE HEREIN DESCRIBED PARCEL I. PARCEL III: A RIGHT OF WAY -FOR ROAD PURPOSES OVER A STRIP OF LAND 60.0 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 8 IN THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 000 05' 54" EAST ALONG THE EASTERLY LINE OF SAID LOT 8 A DISTANCE OF 660.0 FEET TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE NORTH 89 44' 34".WEST, 1315.561 FEET; THENCE NORTH 0° 08' 58" EAST, 660.0'FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 8 AND THE END OF SAID CENTERLINE. CONTINUED Page 5 Preliminary Report DESCRIPTION - CONTINUED PARCEL IV: A RIGHT OF SOUTHERLY M.D.B. & M. PARCEL V: Order No. BU -213033 AM WAY FOR ROAD PURPOSES OVER THE EASTERLY 60.0 FEET OF THE 660 FEET OF LOT 8 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, A RIGHT OF WAY FOR ROAD PURPOSES EASTERLY 125.0 FEET OF LOT 8, SECTION 3, & M. PARCEL VI: OVER THE SOUTHERLY 60.0 FEET OF THE TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.0 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER SECTION CORNER COMMON TO SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 880 50'WEST ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 3, A DISTANCE OF 95.60 FEET TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE ALONG THE CENTERLINE OF SAID 60.0 FOOT RIGHT OF WAY, SOUTH 410 30' EAST, 7.39 FEET FOR A CURVE CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 90 50' A RADIUS OF 500.0 FEET, A TANGENT OF 43.01 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 85.81 FEET TO ITS SOUTHERLY TERMINUS; THENCE SOUTH 31° 40' EAST, 67.59 FEET TOA CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 90 43'A RADIUS OF 500.0 FEET, A TANGENT OF 42.50 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, 84.80 FEET TO ITS SOUTHERLY TERMINUS; THENCE SOUTH 21* 57' EAST, 5.44 FEET TO A CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 13° 49' A RADIUS OF 400.0 FEET A. TANGENT OF 48.46 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, 96.46 FEET TO ITS SOUTHERLY TERMINUS; THENCE SOUTH 80 08' EAST, 152.69 FEET TO A CURVE TO THE LEFT, CONCAVE TO THE NORTHEAST HAVING A CENTRAL ANGLE OF 380 01'A RADIUS OF 300.0 FEET, A TANGENT OF 10335 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE 199.06 FEET TO ITS SOUTHEASTERLY TERMINUS; THENCE SOUTH 46° 09' EAST, 3.35 FEET TO A CURVE TO THE LEFT, CONCAVE TO THE NORTHEAST HAVING A CENTRAL ANGLE. OF 12° 11' A RADIUS OF 700.0 FEET, A TANGENT OF 74.70 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, 148.85 FEET TO ITS SOUTHEASTERLY TERMINUS; THENCE SOUTH 250 17' EAST,. 283.24 FEET MORE OR LESS, TO THE INTERSECTION OF SAID CENTERLINE WITH THE CENTERLINE OF THE EXISTING COUNTY ROAD AND THE END OF SAID CENTERLINE. Page 6 Fr School. District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building). 60 V SC� V ) Building Department No. Q f�, QGjS- �/� ���) Jurisdiction: City County Property LocationlAddress Subdivision on D% a Lot No. Residential Development LrnJ ............................................................... :........... ......................... No of Living MobileHome Addition/ 'Supplement Units Installation Conversion Permit # i :....................................................................................................: *(No foundation inspection) Commercial/Industrial Q Q /1 /New Addition Building bio—ooh oN-o& / -7 Sq. Footage v� Q-` (Group R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) -/ 47- Oil Date District Identification No. 050051 Novd4Atpini 4'q— i q— School District certifies that %q Ok W U (Applicant) VJK�4- rL11-1 6m, J— 653 -- 949L(o (Street Address) U (Phone Number) (lJb��Vi jU�l fi A S (State) (Zip Code) has complied with the requirements of Resolution No. I D.S -9 O by payment of $ 5V �J,% �i . 2 7 . representing , 30^7 square feet. 2926 i FULL MmGATION $ So 0844.' o4 - School District Representative 41 Date r Paid by Check # �(� Remarks: Notice: You may protest the Imposltlon of the fess Identified above by submitting a written protest to the DistrIcL In compliance with Goys riment Cods Section 66020(a), wtthin W days from the date fess are paid. Failure to submit a timely wntaen protest will'prohlbit you from ehNisnging the Imposition of the fees In any court action. N, subsequent to the School District Representative signing this Brite County Schools Impact Fee Cartlflatlon Form, the School Dlshtet Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California ErrAronnr ental Quality Act (CEQAh time project may be subject to additional school fees to fully mitigate. Its Impact on the school distrteft schools. White (applicant), Yellow (building department), Pink (school district) feeforrn.xls (10/03)dmm August -13, *2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review Address: Dear Mr. Vieira: Donoho SFD 13500 Vista Ridge Road County of Butte- FINAL REVIEW Jurisdiction Application No.: 040617 LP2A Job No. 2040015-030 Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) copies of undated Plot Plan by George A. Donoho, Architect. Three (3) revised copies of Sheets 1 through 12 dated July 28, 2004 by George A. Donoho, Architect. Three (3) copies of sheet SD dated May 21, 2003 by Geddings Engineering. 2. Structural Calculations: Two (2) revised copies of structural calculations dated May 30, 2004 by George A. Donoho, Architect. Two (2) copies of Structural Calculations dated July 23, 2004 by Geddings Engineering. 3. Title 24 Energy Compliance Documentation: Two (2) copies dated 9/26/03 by George A. Donoho, Architect. 4. Truss Calculations: Two (2) copies of Roof Truss Calculations dated June 2, 2004 by Trojan Truss. 5. Miscellaneous: One (1) copy each of the Building Permit Application and Site. Plan Review Application; Two (2) copies each of the CDF Fire Safe Requirements, and Residential Construction Requirements Handout. The 2001 California Buildinq (CBC), Mechanical (CMC). Electrical (CEC). Plumbino (CPC) and Energy Codes (i.e., 1997 UBC, 2000 UMC, 2000 UPC, and 1999 NEC as amended by the State of California) were used as the basis of our review. We do not have any further comments regarding this submittal package. This plan review is recommended for approval as submitted with the following conditions and red -marked revisions: 1: Two (2) copies of the Roof Truss Layout Plan are to be provided to the Butte County Building Department prior to final approval of the project. 2. At the Second Floor Structural Plan on sheet 12 the following red -marked revisions were made: A.( - The shear wall at line C was amended to be type S2 per the lateral calculations. a LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 fAbutte county 015\butte county 2004\2040015-030-pcf.doc d s Donoho SFD County of Butte - Final Review Vista Ridge Road LP2A Job No.: 2040015-030 August 13, 2004 Page 2 B. CS16 straps were added over the openings at lines A and 3 to bring the height to width ratio of the shear walls into conformance with CBC Table 23 -II -G. 3. At the Daylight Basement Structural Plan on sheet 12 the following red - marked revisions were made: A. A CS16 strap as added over the openings at line J to bring the height to width ratio of the shear wall into conformance with CBC Table 23 - II -G. B. At line J the P5 holdown at the 2.25' shear wall was amended to be a type P6 holdown per the calculations. C. Type P5 holdowns were added at the shear wall on line K as required to resist the uplift loads. D. A type S2 shear wall with P5 holdowns was added below line G as required to transfer the lateral loads and uplift loads to the foundation. 4. At the First Floor Structural Plan on sheet 12 the following red -marked revisions were made: A. The shear walls at line 7 was shown tobe type S2 shear walls per the calculations. B. At line 7 the holdowns were amended to be type M48 holdowns to correspond with the calculations. C. At the shear wall on line G M37 type holdowns were added to correspond with the calculations. Enclosed for your use are the above noted documents that were reviewed, bearing the LP2A plan approval stamps. If you have any questions, please do not hesitate to contact us directly. Sincerely, HART PE RSEN POWERS ASSOCIATES C Ro Pete son, S.E. ik s' Structural Engineer Plans Examin r JR/RS: Enclosures: PLANNING DIVISION - BUILDING PLAN APPROVAL C� cQj � Use: Qk Dace: �� 0 'll Parfcing; Landscaping: Other. L� Signature j N SSR. 32 gZ° S8 5e vj Rl - r T�> A A D I v5 E NO. O1633a h� I c / L 1:::)L A� Pow ozI�otlE Q. - 0---23 .. __ oto A- WWW Arm . IMACreek Road Yantoe� , CA 95965 -- . (530) 533-86'26 . F 7t G,Po oix f% W . I 13 X22 i � , co •Z � z (� o 0 ►— • Z ai w� z �o U • • SITE PLAN REVIEW APPLICATION Date: �^ o`) —,o AP# S o —Sob '3 l Permit Number (if applicable) O _ �- Bin Number " APPLICANT INFO IO �y —_ ©� P �.' Parcel Size: `t 7 aC gni �C Owners Name: Owners Address: ( 3 Li -1b �\t A Telephone No.: Situs Address: 35`�L) Ui �74 / yl CI Proposed -Use: , Residential - ® New Single Family Residential ❑ 'Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) , ❑ Temporary Travel Trailer ❑ Multi -family Non-residential r ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other _ Septic El Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ®, Well 4 ❑ Agricultural Buffer Form ❑ Applicable 0 N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date 2— 2_9 — O 1- r ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: (, • ® Snow Load Area: 2-frVb -r-e> `ZS�v —t' v ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: 6— p — 9 9 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached_ standards and requirements) _ ❑ Chapman%Mulb—eliiy-(See atikEe—d standards and requirements) -- ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ~� ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: RZ — 9 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 3o Side Street Rear l Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • si Applicable Development Fees: Standard Fees Amount • ❑ Fire ❑ School* ❑ Parks/Recreation ❑. Roads ❑ Sheriff i ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area, ❑ Other SabdivisiGn Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula " Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By 10 Deeds: ©� Date of Creation: `22' — g 2 Legal Access Provided: [—]No ® Yes Deed of Reference: 27 32 — 113 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: No ❑ Yes, Road Flame: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Parcel Deemed to be legal ❑- Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ CompIy writh Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel'size required by zone ❑ Meet current Environmental Health Department requirements n--- � P II Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: I-� `S �L4 -- Iqq19 • Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emissioon requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control'fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. FN- !4 Z ` W m. W W r y N 3 AO o c? g33 �O 3 ' E 5.00 a 36.62 3 F 26 2a I� 3,0 N 00LP – 158 /6115 OR /.31 Ac 29 Ac. N 1663 OR. 054 1.05 Ac. N a r p 16'45 QR. 067 �rn �o O O w m h to 30.97 — ? kk 32.33 582°Sg•38'7N 149.90 5 85° 45 w \ Sy?3 g4 89.60 65.3' /69. 7. -- iD 36 Z8 30.27 0 V W Ln- /906 OR 0 1.40A 16H1 OR. 360 m N 44° 53'5G E 1 88Ac• O 67.92 \ 2 42./6 • 0 1' rn m o� z :TJ a� o o _ N 89° 44• 34" W RESIDENTIAL PLAN 0 :�. REVIEW GUIDE c -. `;c7 . i.:.- o SINGLE FAMILY, DUPLEX AND c�U N'�y MISCELLANEOUS ONLY Owner. Building Permit Number: Plans Examiner. - A. P. Number: GESE PLA L: 1. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing -iolations on the property. 5 Recorded notice of,,iolation. 6' Building permit valuation. PLOT PLA.N: 1. Complete parcel size and dimensions. '_ Setbacks, side yard, easements, etc. 3 Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6 Special conditions on Parcel Map: Noise Q SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement 3 Buildin; or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: I Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ' 2. 10416 of natural light and 5% of ventilation (Uniform Building Code section 1203). 3 Escape or rescue %vindows shall have a minimum net clear openable area of 5.7 square feet. The miniminn net clear openable height dimension shall be 24". The minimum net clear operable width dimension "bu: 20". When «indo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 & 2603.7). 5 Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest eroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 Beet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFCI in baths. garage, kitchen, wet bar. and exterior receptacles (NEC 210). 9 Water heaters %%tuch depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined span opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 11) Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom. Of in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code section 30-U I I Garage fire%vall separation - required on garage side including supporting walls and posts (Unilbttn Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.1). 13 Wood sto%e location - Alcove - U1vfC section 205 confined space & 223 unconfined space & 304.2). 14 Smake detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Sbmtr compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on mason,)- or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Bid wall panels shall start at not more than 8 feu from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not mon than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall lines mutt be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateralanalysis for the areas of the building that do not comph With the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. Ogh expansive soil - special foundation design required_ 14. Retaining walls requiring design 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is folly enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification mai' be proNided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, creating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. NUSCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Bridc or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). - 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2. 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" balls and stairways (Uniform Building Code section 100.4.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).' 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUB: ENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. i 3. ❑ Fire Sprinklers require4. 4. ❑ Special Inspection requiremens. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- , f Butte County Department ofDevelopment Services w T rF, YVONNE CHRISTOPHER, DIRECTOR v: 0..' 0 CD O ' O O : zsrutherford 7 County Center Drive Orovllle, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile TO: ' FROM: SUBJECT: DATE: CSU N`TOM �y LP2A Scott Rutherford (530) 538-7160 Wbuttecountv.net Plans Transmittal For Review Per Contract 4/21%20:04' r Applicant: Donoho,,.George•A. Permit 04=0617; ' Project Type: NSF ' APN: 058=800=0.31 ' 100% 70% ` Plan Check Fees $ 1:;246::06 $ 872.24 $ 1,246.06 $ 872.24 LP2A Fee $ 872.24 Copies Attached: Qty Chk _ Application t Site Plan Review s FEMA Elevation Certificate ' Building Plans , Truss Calculations, Energy Calculations Structural Calculations. Residential Plan Review Guide Residential Construction Requirements Other Other f �. NOTES 7� RESIDENTIAL OSE S1p-03] BP040617 -� DONOIIO, GEORGE AggIff VISTA RIDGE RD., OROVILLE NEW SINGLE FAMILY I FPERMIT REN W AL DATE: I BP# ' EXP_IRES: k -el I SPECIAL CONDITIONS # CHECKED J BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY I; 1 USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ii OFFICE COPY yn� / a Address Ii)Slre gicYSG GAS Date Meter By ELECTRIC4 �Date��/ �� ! Meter By - JOB FINALED (DateA Signature IT J-1 -g - - J=qK, ti 0 = Not OR . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = NotOK - =Not Applicable Ap . = Not Ready FRAMING (Continued) RESIDENTIAL Date UND FLOOR (Plans) OK except #'s 4$!Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. Zon i ng -Setbacks -Easements -Flood -Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth fig'Attic 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 51. 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 52. 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 53. 6,"S mwalls, Garage; Steel- Blockouts-Wra ed 6a old Downs and Special Anchors (V _j / ` 7. 8. Slgb, Steel -Wrapped iers-Fireplace Ftg.-Steel 56. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 0. UF, Gas Pipe; Size Anchors -Ya s Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s -777W. ter Htr.; Vent -Access -Combustion Air Baffle 1 aelvater Pipe; Test & Anchor -Nail Protection 1 .W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. >st Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 26,,'rixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors 2A. -Size Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 8 Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 3;r.' -Vent Fan, Exhaust above insulation . ondensate Drain & Overflow, Size & Grade 3 urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 46. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ..sills Proper Materials & Anchors 4. alls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) !2�pi4e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing s W (Single & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors 4$!Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. F' place Ties or Type A Flue -Fireplace Throat Clearance fig'Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings V./Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access . Glazing Area -Glass Protection -Skylights -Plastic _ . 68'Shear Walls; Nailing -Bolts 79-171-5- 1py 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date'7- j!t 4 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL ns) OK except #'s 6 . xt. S -Door & Sidelight Protection -Landings oke ector 6. ace Vents -clearance -Comb, Air -Connector - In Gzrage; Above Floor-Ducts-Mech. Protection 6B/Ca.F . Bath Fixtures & Tub Access -Spa lec im & Subpanel, Breaker Sizes & Labels 7-9 gws& Rails Z4 -"Fire ce or Stove, Clearance -Hearth 7 ec,,Outlets at Wood Panel, Int. & Ext. Clearance 74!BIec.,Outlets & Receptacles at Kit. Counter 7 ra a Fire Door; Swing -Landing -Closure 7 `C. Ddb in Garaae-Damoer in Garage; Above Floor-Mech. Protection 7,§_-Wb-Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection 8 atiort oam Looked in Attic Bails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ng I stld./Drive ❑ Yes O No/Walks ❑ Yes O No/Planters O Yes O No co Brown -Finish 8507 isconnect, Electrical -Plumbing 8Q ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater>IrDisconnect, Electrical, Plumbing 86'F Trim, G.F.I. Receptacle -Underground ntilation`Throuohout House B1. rrections from Previous Inspections Gas Tes eters Tagged, Gas -Electric 93. er,Oe6ewer Connected -C/O to Grade -HD Approval 4 rgy ompliance Certificate -Other Certificates 9 . Addr s Posted 6 re Sprinkler Date - &X Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: n- 76 r Rl LO -6 UT-T�fa FF,-- 0 i,., *J ti 7 . rAN-r-( 13470 Cirby Creek Rd. Yankee Hill, CA 95965 (530)533-8626 6 /A c , o iTI C—E V11- ° `y go Lz>s t Baa -ale. (ad �����s w1u- r -APP- 70`` n T �A9 L-�- 'Z--F-S AA-IULLE / C7u= , — °tel '`,�' �T'�: � �r BUTTE C OUNTY '51) ?P-O� BUILDING DIVISIOK PPROVE® 3 / 0/0 5 �. VW AJ&72 /JZ) 91/ T� CCPJ--' 7/4,7 IT iS VJW,-J, AS 2E4-R,:-�2�-zf! _Y7 T t Win4 "Z's (7- F�lplcil Aop-e 11-1 7/4,7 coil\?, Fo2- C -U-7 _Y7 x 10 rcL coil\?, Fo2- C -U-7 _Y7 + 1 ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville; CA • (530) 538-7541 CORRECTION NOTICE 1-7 ".. ` . PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date '% ' �> 7 Inspector%`�� REV 2/05. Phone `"7 7 r? 7 insulation Certificate R G, BUILDING LOCATION: Description of Installation BUILDING PERMIT #:: ROOF �_� .a 5� Brand Name ©���b-�S �2 1►.� G� Material -3S � I?�J -- value z -3 — h Thermal -Resistance (R -Value) l Thickness (inches) i 2 CEILING . Brand Name -.Batt or Blanket Type Thermal Resistance (R -Value) Thickness (inches) Brand Name Loose Fill Type lb Minimum thickness - inches Contractor's minimum installed weight/ft Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL = Brand Na Material me Thermal Resistance (R -Value) Thickness Cinches) 6, RAISED FLOOR Material �- Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) FOUNDATION WALL Brand Name Mater 'r�srmal Resistance (R -Value) Thickness {inches) Declaration I hereby certify that the above insulation w d installed new resdential bu duilding at ings co twined n Title 24 ofabove location in ftthe with the current Building Energy Efficiency Stan Cali fo 'a strative de. ,.t$uilder�owpt5P_ License Number . Date Signature and Title Sub -Contractor (Insulation Installer) License Number Date Signature and Title ID `� THE�IBUILDINGr -PRIOR TO FINAL INSPECTION THIS CERTIFICATE MUST .BE PROVID eppttnv.kL AND A COPY SHALL BE POSTED WITHIN , 5 www.r-control.com Load Design Charts SIPS (Structural Insulated Panels) Note: Information deemed reliable at time of printing. Please visit www.r-control.com for latest information. August 2002 GEORM A. DOM kdilsd13470 ChywdmAcre* RMdCA 9MM «) X629 Architect/Engineering Review The Load Design Charts for R -Control SIPs have been developed from national testing standards, testing at independent laboratories, and qualified structural engineers. They have been determined to be consistent with sound building practice. These charts cover most common construction requirements. Each building project should be reviewed by an architect/engineer to determine the suitability of R -Control SIPs. Evaluation Reports available from: ICC -ES HUD MOC - Japan Construction Details and Video Available R -Control SIPs are structural components for use in load bearing wall, roof, ceiling, or floor assemblies. Contact us for complete detail drawings, technical specifications and a building techniques video. You can also download many of these documents from our website at.www.r-control.com Example: 2 :n.Z.i.+.M� Architect/Engineering Review The Load Design Charts for R -Control SIPs have been developed from national testing standards, testing at independent laboratories, and qualified structural engineers. They have been determined to be consistent with sound building practice. These charts cover most common construction requirements. Each building project should be reviewed by an architect/engineer to determine the suitability of R -Control SIPs. Evaluation Reports available from: ICC -ES HUD MOC - Japan Construction Details and Video Available R -Control SIPs are structural components for use in load bearing wall, roof, ceiling, or floor assemblies. Contact us for complete detail drawings, technical specifications and a building techniques video. You can also download many of these documents from our website at.www.r-control.com Example: 2 " Table of Contents: Pages �. 45 Wall Design ; 6 Header Design 7-10 Roof/Floor/Ceiling Design 11 Diaphragm Design Notes: R -Control SIPs for Walls • 2X Top Plate joints must be staggered a minimum of 1' from panel joints. For non walls, refer to Transverse Load Design Charts #4, #3, #3a, and #3b for transverse capacity. • Double vertical boundary dimensional lumber of #2 Douglass Fir or.better is required. to achieve shear capacity. R -Control SIPs for Roofs, Floors, or Ceilings • Load Design Chart#1 provides transverse capacity using a surface or block spline detail for spans from 4' to 12'. • Refer to Load Design Charts #3, #3a, and #3b for higher loads*.and/or longer spans than provided for in Load Design Chart #1. • Minimum edge bearing for roof, floor, or ceiling panels is 11/2". • For application of R -Control panels as flooring, a minimum 7/16" OSB or equivalent overlay is recommended to provide additional impact and point loading resistance. • For sloped panels, the loading conditions and panel capacities should be reviewed based upon the inclined panel length. Refer to R -Control Technical Bulletin sip no. 2042. • Load Design Chart #3, for spans greater than 22' and for all 111/4" core panels, the dimensional lumber is required to be #2 Douglas Fir or better. R -Control SIPs used as Headers • The R -Control Load Design Chart #5 provides header capacity for R -Control panels. For higher capacties, code accepted framing is recommended. R -Control SIPs used as a Diaphragm • Diaphragms can be design with R -Control panels with capacities up to 850 plf. Refer to R -Control Load Design Chart #7. R -Control SIP Deflections • R -Control SIPS should be designed to comply with the deflection limits of the applicable building code. R -Control load design charts are for total load (dead load + live load). For longterm deflection under sustained load (creep), additional deflection must be evaluated. PANEL WEIGHT 3 R -CONTROL® PANEL WEIGHT (p.s.f.) EPS CORE THICKNESS 31/2° 51/2" 71/4" 91/4" 111/4" 7/16 - OSB THICKNESS 3.3 3.5 3.6 3.8 ' 4.0 3 Wall - Unity Equation - This equation is used to determine design suitablilty. The equation takes into account the ultimate load for a panel subjected to both axial and transverse (bending) conditions: desi n axial load + desio transverse load < 1 allowable axial load allowable transverse load (SEE LOAD DESIGN CHART 26) (SEE LOAD DESIGN CHART 4) Wall - Axial Loading LOAD DESIGN CHART #2113 r (SEE DETAIL SIP -101) R -CONTROL® STRUCTURAL INSULATED PANELS - PANEL HEIGHT 7/16" OSB THICKNESS EPS GORE THICKNESS 3 1/2" CORE 5 1/2" CORE AXIAL [1] LOAD [PLF] 8' - 0" 2750 4000 10' - 011 2500 3500 12--0" 2000. 3000 14'-0' 2750 16' - 0" 2500 [1] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE(3). [2] PLEASE REVIEW NOTES ON PAGE 3. Optional blocking to increase paint load capacity. Design as L1 1/2• regd for specific case. Spacer board (optional) where required for T- standard 8• drywall j application. 8dNoils or 14 go. 1 1/2• staples ® 6• C.C. each side, or equivalent. Typical top h bottom. Varies Factory electrical chase. Slide panel R -Control down. Do -All -ply r 1 1/2• continuous i Jlr_ sealant. I R -Control NOTE: OSB skins must be Do-AII-Ply typical fully supported by each side. foundation system. NOTE: Use minimum grade SPF #2 or SECTION engineered equivalent for 2x plating , Scale: NTS u9d"1.d 12-1-99 R—Control® SIP TITLE: N0. Plate Connections SIP -101 Wall - Shear Loading LOAD DESIGN CHART #6 (SEE DETAIL SIP -101) R -CONTROL® STRUCTURAL INSULATED PANELS - - PANEL HEIGHT 7/16" OSB THICKNESS. EPS CORE THICKNESS 3 1/2" CORE 5 1/2" CORE RACKING SHEAR N/A 335 PLF 335 PLF [1] PLEASE REVIEW NOTES ON PAGE 3. all i� &l El 4) 0 Wall - Transve*rse Loading LOAD DESIGN CHART #4 (SEE SPLINE DETAILS SIP -102, SIP -1029) R -CONTROL® STRUCTURAL INSULATED PANELS mcte ;of con Iorminq to 7/16" OSB THICKNESS EPS CORE THICKNESS PANEL HEIGHT 3 1/2" CORE 5 1/2" CORE Do-AII-Ply DEFLECTION L/360 L/240 L/180 L/360 L1240 L/180 T I I I I I I—;I—tom—Z I I 1 I 1 Ij Factory electrical chose. I I I 1 II I Fasten with ba roils or 14 qo. 1 1/2- staples R 8'- 0" 28 40' 401 42 611 611 A "ILL: Spline Connection N0. Note: Surface Spline SIP -102 Vapor retarder recommended on interior of panel when SECTION/PLAN N Scale: NTS conditions. Up"atea 5-I-99 R—Control$ Ponel TITLE: S Y 10' - 0" 20 30 321 32 48 491 E R S E 12'- 0" 15 22 271 26 38 41' L 0 A 14'- 0" 21 31 351 D 16' 0' 17 26 311 // P I S \F (1) LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE (3). (2) PLEASE REVIEW NOTES ON PAGE 3. Note: Splineto be of mcte ;of con Iorminq to DOC PS2-92, min tnickness equal to the panel skins. i R -Control TSpline Do-AII-Ply continuous. I I R -Control I Do-AII-Ply each side, both S Factory electrical chose , R -Control SIP. _ __ I 1-I I I I I I I I I I I I—;I—tom—Z I I 1 I 1 Ij Factory electrical chose. I I I 1 II I Fasten with ba roils or 14 qo. 1 1/2- staples 0 6 o.t. both sides of panel joint or equivalent. Note: Typical each side of panel. Vapor retarder recommenced on interior of panel when SECTION/PLAN monaclea by code or climatic Scale: NTS conditions. Up"ale0 5-1-99 R—Control' SIP "ILL: Spline Connection N0. Note: Surface Spline SIP -102 3- 17,16.• R -Control Do-AII-Ply continuous. Spline Ream. R -Control SIP. Factory electrical chose. R -Control Do-AII-Ply each side. top & bottom. ------------------- I Fasten with fad noils or 14 qa. 1 1/2- staples ®6 o.c. both sides of panel joint or equivolent. Note: Typical each side of panel. Vapor retarder recommended on interior of panel when SECTION/PLAN monocled by code or climatic Scale: NTS conditions. Up"atea 5-I-99 R—Control$ Ponel TITLE: Block Spline NO. Connection SIP -102g Wall - Header Loading LOAD DESIGN CHART #5 (SEE DETAILS SIP -112 through SIP -114) R -CONTROL® STRUCTURAL INSULATED PANELS HEADER HEADER DEPTH SPAN 12" 18" 24" DEFLECTION Vqgp t/36O L/24O L/48O L/36O L/240 l /480 L/360 LJ24O L 0 4'-0" 524 703 7081 762 773' 773' 837' 837' 837' A TITLE: SIP vs"4 as H""eer N0. cplin" conatuo") SIP -114 D 6'-0" 319 3741 374' 466' 4661 466' 557' 5571 5571 (F) 8'-0" 218 2481 248' 3511 351' 351' 455' 4551 455' [1] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A . FACTOR OF SAFETY OF THREE (3). [2] PLEASE REVIEW NOTES ON PAGE 3. Note: Details SIP -112a and SIP -112b are not illustrated here. Refer to R -Control SIP detail book. Headers I I ( I I I I I I I R -Control SIP.. Posts supporting header. Designed for specilk food case. Bottom plole. R -Control SIP NOTE: Diagram represents headers in infill below o wall assembly. Headers may be any window openings. type, refer to detail SIP -113. Minimum dimensions ore not required oe1'.een openings, but the posts supporting the header must extend to the floor. Also. the bottom plate of the header must ISOMETRIC extend to the outside of the post. Scale: NTS uN.— 5-1-99 R—Control" SIP TITLE:N0. Headers SIP -112 \ 1. R -Control Do-AII-Ply, each side. R -Control SIP used as header. 8d Nailsor 14 ga. 1 1/2' staples ® 6' o.c. each side, top & bottom or equivalent. R -Control Do -All -Ply - continuous. R -Control --------- Do -All -Ply typical each side, lop & bottom. SECTION Scale: NTS Panel Width u..— 5-99 R—Control® SIP eader sections N0. -Control P-0 SIP -113 R -Control SIP. Continuous lop plate. Surface spline.? Continuous bottom plate. 2z framing around window and door openings. Numbers indicate sequencing for installation. NOTE: Diagram represents field/shop NOTE:9r r P / P Refer to SIP -115 cut openings in o monolithic for connection of 2x's wall assembly. Splines may occur to OSB panel laces. above & below openings. Minimum panel dimension of 12 must be maintained over openings. See ISOMETRIC Header Load Design Chart for ollowoble loads. Scale: NTS Up4"tc4 5-1-99 R—Control" SIP TITLE: SIP vs"4 as H""eer N0. cplin" conatuo") SIP -114 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. C15-, qm Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure 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. ASSESSOR PARCEL NO. ,A P/4 ZONING. OWNER � c- A PHONE NO. OWNER'S ADDRESS 13 x7d (� ql'57A- L 1) , LOCATION OF BUILDING 54A-/kC USE OF BUILDINGn 7-� 50, �LU r-AG7012 l r -d r- 1----5; G () 1P, SIZE OF STRUCTURE SCO ', Zb0 X = SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION \ $ e� Oo AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 3a / J (J `�® FRONT SIDES 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. declare under penalty of perjury that the building will be used as stated about, 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 compl ith the requirements in effect at that time and before occupancy. r Date S - ©�^ Signature of Owner Permit Fee-69'/dg -2, The above described AG Building is exempt from a building permit. /-SW4 FLU U ]H2(;L P.D. ROOFI ISM Receipt No. '7 �tP Manager Building ivision By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant r. BALANCE OF FEES SHEET DATE: PERMIT #: y l b ASSESSOR PARCEL #: OWNER'S NAME:r FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban._ El Medio North Chico Specific _ $ WATER TENDER FEES $ BATTALION # FEMA $ SMIP $ OTHER $ RECEIPT NUMBER(S) COUN'T'Y OF BUTTE DEPARTMENT Or PUBLIC WORKS 7 County Center.Drive Oroville, CA 95965 534-4266 June 30, 1932 Charles Murray Jr. and Joan Murray. Re AP 58•-25••38 2445 Oro Dam Blvd. ation for Determination OlroVille, CA 95965 Dear Mr, and Mrs. Murray Jr.: Enclosed please find a.copy of the Certificate of Compliance issued by the Butte County Dept. of Public Works , which was recorded on June 22, 1982 , in Book 2732 , Page 113 , in the Office of the Butte County Recorder. Should. you have any.questions regarding this matter, please contact this office. Very truly yours, Clay Ca tleberry Director of Public Works 10Z hn Mendonsa Assistant Director JM/ns Enc. cc: Planning Dept.. ° Health Dept. V ding Dept.. LD 1330 RETURN TO: ,• �` Public Works A f. Land Development Section p0_Zt-1C wCud{CS J�+ 22 2 L Pr' CERTIFICATE OF COMPLIANCE CLERK - REC � MOE Issued to: Charles Murray Jr..and Joan Murray � a FEI 2445 Oro Dam Blvd. Oroville, CA 95965 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of .the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location:. off Cirby Creek Rd. near Concow Rd. intersection.. 2. Assessor's Parcel Number: 58-25-38 Description: All that certain property located in the County of Rutte, State of California, more particularly described as follows: Being a portion of.the-Northeast quarter of Section 3, Township 22.North, Range 4 .East, M.D.B. & M., described as follows: COMMENCING at the Southeast corner of Lot 4 of the Northeast quarter of said Section 3; thence along the South line of said Lot 4, North 890 44` 34" West, a distance of 866.0 feet to the point of beginning for the parcel described herein; thence from said point of beginning, North 00 47' 31" East, a distance of 209.50 feet; thence -South 820 58' 58" West, 84.60 feet; thence South 660 36' 28" West., 123.34 feet; thence North 610.31' 32" West, 254.23 feet; thence South 40 33' 04" East, 221.95 feet; thence South. 44,0 53' S6" West, a distance .of 67.92'feet to a point on the South line of Lot 4 of. the Northeast quarter of said Section 3; thence South 890 44' 34" East, a distance of 448.07 fe.et to the point of beginning. Together with rights-of-way of record recorded in Book 1641 of Butte' -County Official Records at Page 360. Together with rights-of-way of record recorded in Book 1455 of Butte County Official 'Records at Pages 497. Issuance of this.Certificate is conditional upon the following conditions which have been imposed pursuant to'ihe Butte County Code. Chapter 20-16$, and Government Code,. Section 66499.35 (b), to protect the public health and public safety. None LD 1400 - - - nrrnnn Tnn.rnrtr�.rm - County of Butte Subdivision Violation Committee A *VF 2 n L y N 2 af P tv em' at, • (A \\ I ® • I • i8 4 n Mrs A *VF 2 n L y N 2 af P tv em' at, • (A AND WHEN RECORDED MAIL TO: .� BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 �e 21004-001 1. c=)r Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:51PM 03 -Mar -2004 REC FEE 13.00 COPIES 3.00 Travis Page i of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this. property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and. on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date Ma rnh 10 2 nn4 PROPERTY OWNERS: A Jo Ann Donoho State of California County of /?u7%J? On, 21- 03-�1/ before me, � �'/C�<l i�.J : iti o�no_ce 14.1%11 c personally appeared b'eo�9e .o- ;bo vaG; o .onr.-( \-B Ayry /%vo%v personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offici 1 seal. Signature Seal RIC. ARD FEUERSTEIN Commission #1299529 0 1.Otary Public - Ctatyllifomiautte Q My;Comm. Exp. APq.. 19. 2005 A.P. # Preliminary Report n Order No. BU -213033 AM Description The land referred to herein is situated in the State of California, County of Butte, and is described as . follows: PARCEL I:. .; BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: ' COMMENCING AT THE SOUTHEAST CORNER OF LOT 4 OF THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE ALONG THE SOUTH LINE OF SAID LOT 4; NORTH 890 44' 34" WEST, A DISTANCE OF 866.0 FEET TO THE POINT OF BEGINNING FOR THE PARCEL DESCRIBED HEREIN; THENCE FROM SAID POINT OF BEGINNING, NORTH 0° 47' 31" EAST, A' DISTANCE OF 179.22 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN DEED TO EARNEST BRYANT, RECORDED DECEMBER 7, 1971, IN BOOK 1718, PAGE 247, OFFICIAL RECORDS; THENCE SOUTH 821 58'. 58" WEST, 84.60 FEET; THENCE SOUTH 669 36' 28" WEST, 123.34 FEET; THENCE NORTH 61° 31' 32" WEST;'' 254.23 FEET; THENCE SOUTH 4° 33'04" EAST, 221.95 FEET; THENCE SOUTH 44° 53'56" WEST, A DISTANCE OF 67.92 FEET TO A POINT ON THE SOUTH LINE OF LOT 4 OF - THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE SOUTH 89° 44'. 34" EAST, A DISTANCE OF 448.07 FEET TO THE POINT OF BEGINNING. APN 058-800-031-000 PARCEL II: A NON EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC. UTILITY PURPOSES, 30.O FEET IN WIDTH, LYING NORTHERLY OF AND ADJACENT TO THE NORTHERLY BOUNDARY AND WESTERLY OF AND ADJACENT TO THE WESTERLY BOUNDARY OF THE HEREIN DESCRIBED PARCEL I. PARCEL III: A RIGHT OF WAY -FOR ROAD PURPOSES OVER A STRIP OF LAND 60.0 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT .THE SOUTHEAST CORNER OF LOT 8 IN THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 001 05' 54" EAST ALONG THE EASTERLY LINE OF SAID LOT 8 A DISTANCE OF' 660.0 FEET TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE NORTH 89' 44' 34".WEST, 1315.561 FEET; THENCE NORTH'O° 08' 58" EAST, 660.0 FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 8 AND THE END OF SAID CENTERLINE. CONTINUED Page 5 Preliminary Report DESCRIPTION - CONTINUED PARCEL IV: Order No. BU -213033 AM A - RIGHT OF WAY FOR ROAD PURPOSES OVER THE EASTERLY 60.0 FEET OF THE SOUTHERLY 660 FEET OF LOT 8 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B: & M. PARCEL V: A RIGHT OF WAY FOR ROAD PURPOSES OVER THE SOUTHERLY 60.0 FEET OF THE EASTERLY 125.0 FEET OF LOT 8, SECTION 3, TOWNSHIP 22 NORTH, RANGE 4EAST, M.D.B. & M. PARCEL VI: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.0 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER SECTION CORNER COMMON TO SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 880 50' WEST ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 3, A DISTANCE OF 95.60 FEET TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE ALONG THE CENTERLINE OF SAID 60.0 FOOT RIGHT OF WAY, SOUTH 410 30' EAST, 7.39 FEET FOR A CURVE CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 90 50' A RADIUS OF 500.0 FEET, A TANGENT OF 43.01 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 85.81 FEET TO ITS SOUTHERLY TERMINUS; THENCE SOUTH 31° 40' EAST, 67.59 FEET TO A CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 9- 43'A RADIUS OF 500.0 FEET, A TANGENT OF 42.50 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, 84.80 FEET TO ITS SOUTHERLY TERMINUS; THENCE SOUTH 21° 57' EAST, 5.44 FEET TO A CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 130 49'A RADIUS OF 400.0 FEET A.TANGENT OF 48.46 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, 96.46 FEET TO ITS SOUTHERLY TERMINUS, THENCE SOUTH 80 08' EAST, 152.69 FEET TO A CURVE TO THE LEFT, CONCAVE TO THE NORTHEAST HAVING 'A CENTRAL ANGLE OF 38° 01' A RADIUS OF 300.0 FEET, A TANGENT OF 103:35 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE 199.06 FEET TO ITS SOUTHEASTERLY TERMINUS; THENCE SOUTH 46° 09' EAST, 3.35 FEET TO A CURVE TO THE LEFT, CONCAVE TO THE NORTHEAST HAVING A CENTRAL, ANGLE. OF 12° 1 P A RADIUS OF 700.0 FEET, A TANGENT OF 74.70 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, 148.85 FEET TO ITS SOUTHEASTERLY TERMINUS; THENCE SOUTH 250 17' EAST,. 283.24 FEET MORE OR LESS, TO THE INTERSECTION OF SAID CENTERLINE WITH THE CENTERLINE OF THE EXISTING COUNTY ROAD AND THE END OF SAID CENTERLINE. Page 6 I .�'� ; �.,� ��; ,� . ,;. �.. a !� it i, f'' i �> �,, f; �; f` } ,. . . �' i I�� �.Lv. ,r�a�w�aiwaMo�aMr�e .ao. Asn -:.x --r .' .. .. .. --, �nr---,-- -- --- — - -- ...,,.._.. _._,�.�....-,-- � T_.�.T - - _ _ _ _ __ — - T . - - �, ----r __ __ _ , , _ �--�-�� ,_ I � � 4 � I � � II i I