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HomeMy WebLinkAbout061-490-012BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO53004 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of d Dae Issue • 12/20/2005 APN: 061-490-012-000 't the Business and Professions Code, and my license is in full force and effect. Site Address: 83 NORTHFORK RD BCK License Class: License Number: Map Index: Date: Contractor: Description: NSF(1928) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires aALLEN Owner: RICHARD H & BARBARA L 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 2384 VIA CANELA• the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the (530) 532-9352 applicant to a civil penalty of not more than five hundred dollars ($500).): OI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: ALLEN RICHARD H & BARBARA L 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 2384 VIA CANELA sale. If however, the building or improvements are sold within one OROVILLE, CA 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 . 95966 sale.). (530) 532-9352 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of t siness and ProfgFssion5 Code L ZO Date: Owner: WORKERS' COMPEN TION DECLA ATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: AUSMUS ENGINEERING insurance carrier and policy number are: Carrier: Total Square Ft: 1928 S.F. I Policy#: ❑ 1 certify that in the performance of the work for which this permit is Valuation: $125,320.00 issued, I shall not employ any person in any manner so as to Census Code: 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 5g24 provisions. �2� Date: 12 V L Applicant:/Jy WARNING: Failure to secure workers' compensation' coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu ion to do work indicated ibove Pr which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.), Name: By: Date: PERMIT XPIRES ON: 1 2—+ )_ o - DCO Address: (Date) ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the 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 substa4ofofor docume t of to County. I hereby authorize representatives of Butte Countytoenter upon the above mentioned property for inspection pur Print Name: i t C -H 4 iZi � 3 - ALLE 14' Signature: Date; j Z f Zr) /o s Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" OWNER % Last Name irst me Address 2 3 19 L/ 0/'A City Deo V'1 State Zip 9.S"5P6 Phon1� -- -32 - �/ 3S Fax - aT�► m C - E-mail �, 8, au t-7✓ �P CasuC�tsr -�/�T ARCHITECT/ENGINEER CONTRACTOR Name City dl -fl CQ Address Zip's, 9-x City Fax o 3 --.63 State Zip Phone Book Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name _­ !=� Address n D zn City dl -fl CQ State 6'A Zip's, 9-x Phone D ,5::2- r -a6 Fax o 3 --.63 E-mail P_.cLa aus State L2 82 r lO • 774J •F-t--Isa q - eA041 APPLICANT NAME Name Address City©� Vi "�V State 42 Zip 95966 Phone. - 'g6 - ,5 9. S z- Fax .5<3 E-mail mss'• 11 _ ���� �� -� `i i - For office u e only: Zoning Property Address /\. ,9Iz-7 Flood Zone X I SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP 0 53MIl BIN ,# 64— LOCATION Property Address /\. ,9Iz-7 City Cross Street � WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: f l , G. Receipt #: 04 60 check * Date: (1—y -05 Amount: 1 I Bldg 'W 20� Ti_sRA Sheriff SMIP r� )' Other Co Total REV 6-16-04 am SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. . ❑ 3. 2 Engineered truss details and layouts ('i'f required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to Letter from Engineer or Architect for truss design review. mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in ❑ triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538 -7541. - OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 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: 1-11 I C n ASSESSOR PARCEL NUMBER O co 1- min " n 12 Proposed Building Use: N S � r0 (nn Permit Technician: t7 Date: , I- LA Items eqUired in order to apply for a permit! All boxes MUST be checked OR marked NA in order to apply. '61-M 1. Site plans,Cor 4 sets, signed by the preparer of the plans. ❑ 2. sQ3 Complete plans, 33 or 4 sets, signed by the preparer of the plans. �� 3. Engineered plan,br 4 sets, with wet signature on plans ANDt'2 -e s of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! N 5. Letter from Engineer or Architect for truss design review. 1W 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form \ S �1 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other e ammg items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation -and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers...............:................................................... .................. ....... ❑ 16. Agricultural Buffer cls and site plan apr from the Ag Commissioner Sent by ❑17. Soils Report and/or Engineered Foundation required ........................................... Erosion Control Plan Required ........................................................................ 19 Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. ' City of Chico Plumbing permit........................................................................ 1- Site plan and business license approval from the City of Biggs .......................... .... 2 California Department of Forestry plan approva"aid. Sent by: 4, 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check:..... V. 1%0aT' ❑ 24. Contact Land Development about -Improvements, -Drainage ........................ V`❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... '�7 � 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept .............. • ............ ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .............................•............ i1 X% 30. Owner -Builder Verification(_ Given to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization.................................................................... 9�Tdo 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: t'Ylta When issued Telephone mo) IS32--q3t7) 2 Ownpr and hold for pickup. (0050) 24 5'2Up& &Cell I have been informedlof the above items and requirements for obtaining a building permit. Applicant:,/, Date: / Z"/ 1. Iridex permit.pplication ort abo a items numbere . Plan Check Letter 2. Additional items equir dAn Contractor, desig ow was advised of the above data by phone, ❑ mail, ❑ counter, b Date: Contractor, designer, owner, was advised of the above data by ❑phone, ❑mail, ❑counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: '�Date: Z- C, Structural approved by: Date: fol V17 Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 gpo53bo� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds n OWNER /'y� 1 �� A.P. # CQ -4 Q � i D 12 PROPROSED BUILDING USE NSF DwelI1 q (19W DATE I l _q_ (y5 N20 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES I � c c -- Balance Due ..................... $y3225 --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES �r11111(IP I� 1Q ` ��i1�Q01'�0 dlU�p1� (paid at School District Office) (form available afterJPlan Check) 12 2V 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES ' (Otr Klvef Gift to fine(' 1-2-0-QCj r5.RESIDENTIAL aid at Recreation District Office) (form available after Plan Check) DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 200.00 (paid at Building Division) SM1�� 12 .5 3� -2b" 9. DRAINAGE FEE 10. OTHER 11. OTHER. At time of permit applic ton, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duffig th plan checking p/ocess, DATE Pursuant to Government f ode Section 66020, yfdu 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 d e 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 G vemment Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 •PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 0 l e ( .O �) Building Permit Number 0 s 3Zj b Property Owner (s) 1 CJ6 rG, A 11km Project Location /Address Subdivision Name Assessable Sq. Ftge 9D, Ty e of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Mobile home Demo Permit (date issued Comments: Non -Residential to Residential Mobile home replacement �a � 9 165 Multi -Family Dwelling verified by Assessor Department verified by Building Department Building Department 4esentative bate VRRPD ❑ CARD ❑ PRPD 0 DRPD certifies that: T f e0ard A 4530 Wiz- ` Applicant Name Phone Number %� CG�►-► I No Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. r by Payment of: Dwelling Units @ $ per unit for a total of $l\ip Square Feet @ $ per sq foot for a total of $ Remarks: by Check No: Paid by Cash: KAFORMSWILDING FORMS\park-rec standard form rev I.doc Receipt No: D BUTTE- COUNTY"SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number ()U 0 4urisdictio'n: city County Property Owner Property Location/Address Subdivision Lot No. Residential Development. .................................................................... : Sq. Footage Ila No of Living, Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # ....................................................................................... .(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), .-Commercial/Industrial Q Q Sq. Footage New Addition (including Exterior Roofed Areas) 0 '5 Building Department RepreseAtali Date Identification No. 06014 a mi. I I L dig IP 10.11 (X -School District certifies that KWA MW (Applicant) 55z — (Street Ad8ress) (Phone Number) ("A (City) (State) has complied with the requirements of. Resolution . No. (Zip Code) � by payment of $ ag representing square feet. JAB 292 $ VULL mrnGA-n0N $ School District Representative. Date Paid by Check # Remarks:* Nodco: You may protest the Imposition of the fees Identified abotie by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fan are paid. Failure to submit a timely written protest vAll prohibit you from challenging the )m position of the ion In any court action. If, subsequent to the School District Representatlya signing this Butte County Schools Impact Fee Certilficallon Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQok), this project may be subject to additional school tees to fully nddgate Iti Impact on the school districrischools. White (school district), Yellow. (building department), ,Pink (applicant) feeformAs (305Wnm BUTTE COUNTY Dy DEPARTMENT OF DEVELOPMENT SERVICES • ?� � BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name irst p9e Address o3 9zlf IA CityStater�A c(' Zip%�%6J�g Zipg 9 �g Phone X32 —3FaxS�G 7- t3.$2. E-mail �r I%3 • f APPLICANT NAME CONTRACTOR Name City Address Zip%�%6J�g City Fax — State Zip Phone Book Fax , E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip%�%6J�g City Fax — State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State C -A Zip%�%6J�g Phone ,- r iso 53 `t3� Fax — E-mail APPLICANT SIGNATUR E X r o� For office use only: Zoning- Property Address �d2TifGOi2K 1�TJ Flood Zone X SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPp5?_ 6 BIN # B-2� LOCATION AP# Property Address �d2TifGOi2K 1�TJ �City C � Cross Street " Sheriff WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: ii C S�"�p-TCf Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L K:\FCRMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: C 2:Z 5 `9-j Bldg Receipt #A140A GL} Sheriff 6 hi'C� i� - SMIP r Date:{ I..._z.i _ C1 I `I 0.q Other Total REV 6-16-04 a 2!7;�. CDF FIRE SAFE REQUIREMENTS AP# OCOI �� era PERMIT # 05'.—JO r NAME: Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are 11 J, minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. F Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. T [Xl Surface. All driveway surfaces and structures (bridges, culverts and other iH appurtenant structures which supplement the roadway bed or shoulders) shall T provided unobstructed access to conventional drive vehicles, including sedans Il and fire apparatus weighing up to 40,000 pounds. [X) Grade. Not to exceed 16 percent unless paved or concreted. Grade will not I R exceed 20 percent. Driveway Radius E (X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. R The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 -(X] feet radius. [X) Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. T T U Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. T 1 tXl Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. R [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates 1-1 IX] 1. Gate entrances shall be at least two feet wider on each end than E1 the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and N shall open to allow a vehicle to stop without obstructing traffic on the roadway. T 3. Where a one-way road with a single traffic lane provides access 11 to a gate entrance, a 40 -foot turning radius shall be used. Addressing •� [Xl All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. . [Xl Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [Xl Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. Setback for Structure Defensible Space T [Xl Maintenance of Defensible Space. To ensure continued maintenance of 1 properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1�?,74(j/ All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements C If Building Setback is 15 to 30 Feet: T T v ✓ Class A roof T ✓ Fully enclosed eaves 1 [ ] If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback o Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal [l T Date Signature ►J .� CDF FIRE SAFE REQUIREMENTS AP# Zjp % T /� elA PERMtT # 05=-JeAr NAME: 14G GEl Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fre Department. and made a part of this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. F Driveway Standards 1 [Xl All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. F [Xl Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall T provided unobstructed access to conventional drive vehicles, including sedans Il and fire apparatus weighing up to 40,000 pounds. [Xl Grade: Not to exceed 16 percent unless paved or concreted. Grade will not R exceed 20 percent. f Driveway Radius [Xl No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to T those from 100-200 feet. [Xl The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. �Xl Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. T 1 IXl Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of -15 feet along its entire length. T �Xl Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in 1K` length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates 1' 1 [Xl 1. Gate entrances shall be at least two feet wider on each end than E the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and N shall open to allow a vehicle to stop without obstructing traffic on the roadway. rt-� 1 3. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressing [Xj All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X1 Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [Xl Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. Setback for Structure Defensible Saace [X) Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. CT Other Requirements If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves and choose any 2 of the following: Q Metal or no doors on side toward property line with insufficient setback o Interior automatic sprinkler system per NFPA 13D o Glass area not to exceed 10% of wall area toward property line with insufficient setback o Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal Date C 101 F F I R E Is ,full I R E M E N T A Signature S L' SITE PLAN REVIEW APPLICATION Date: A//IV, /9 2vvC� AN Permit Number (if applicable) 3 Bin Number 2 'Z APPLICANTINFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home .0GGts� Residential Accessory , 6A'K-�– Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ S,eptic ❑ Agricultural Exempt Building ❑ Other: ❑ Commercial Remodel -. ❑ Industrial Remodel . ❑ Well ❑ Agricultural Buffer Form Brief Explanation/Issue: �P/7-7C P;_z=,4w4 eff Zone: b— GP: ' -RI, DEVELOPMENT SERVICES INFORMATION (For Staff Use) IN Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By V - Date xU"4 - t ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: Flood Zone: iC • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: U General Plan: `(Vjl Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front t Side �-, , Side Street Rear ( 0 Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: [J 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 ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements [] Subdivision Map/Parcel Man: Map Date,of Recording: Lot: Book: Page: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements 14 IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make. any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 C.B.C.), 2000 California Plumbing Code, 2001 California Mechanical Code, and the 2001 California Electrical Code. The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to' comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out of missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL. REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, C.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, C.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, C.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, C.M.C.) { • Provide minimum one Y-0" exterior door. (Sec_. 1003.3.1.3,C.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with C.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (C.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, C.B.C. • Attic access and'ventilati6n (CBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per C.E.C. Article 410-8. Page 1 of 3' Owners Name: Building Permit Number: Plans Examiner: • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o. c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, C.B.C.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, C.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, C.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (C.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, C.B.C. • Protect plastic foam insulation per Sec. 2602.4, C.B.C. • Ground fault protection shall be required in al bathrooms, garage, kitchen, wet bar, and exterior receptacles (CEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the California Electrical Code, California Mechanical Code and California Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (C.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (C.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per C.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (C.B.C. section 2406). 2. Garage firewall separation — required on garage side. (C.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of C.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (C.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20" The window sill height shall not be more than 44" above the floor (C.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important Page 2 of 3 Owners Name: Building Permit Number: Plans Examiner: COMPLY WITH ITEMS INDICATED BELOW ❑Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: N ® All structures and equipment including overhangs. shall be clear of all easements. A setback of ' from the side and ' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except 'for a 2 foot overhang. ❑ Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 3 of 3 Owners Name: Building Permit Number: Plans Examiner: iJSMUS All rern�,+c El Civil Engineering and Design PO Box 5115 Chico, CA 95927 (530) 521-2648 eda@ausmusengineering.com TRUSS CONCURRENCE LETTER November 1, 2005 Ausmus Engineering has reviewed the Truss Calculations provided and approved by: Endeavor Homes Oroville, CA 95966 Dated: October 14, 2005 The truss calculations were used in conjunction with the structural design for single story residence named: Allen Residence I Eric . Ausmus, P.E. Ausmus Engineering Page 1 of 1 E:\Work\Ausmus Engineering\2005_ Projects\Allen2\Truss.doc AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 7 -Nov -2005 2005-0067648 Has not been compared with original BUTTE COUNTY COUNTY RECORDER 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: /vl a o f A PA -a-7- Date //--7- Ob State of California County of ..O. I A41 �i On % i — 7 UJ before me, .�. Brown Notary personally appeared V-0, Curd P.��r1 G%Yt G.r �r pesenally liftowa-tame (or proved to me on the basis of satisfactory evidence) to be the person whose nameo)A/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his+ei-/their authorized capacity('e§ and that by his+er/their signature® on the instrument, the person& or the entity upon behalf of which the'person(aacted, executed the instrument. WITNESS my h offs ' eal. J. BROWN () COMM. # 1551500 z+ Signature Seal: ' - NOTARY PUBLIC-CAUFORNIAO BUTTE COUNTY 0 Town, otary Public COMM. EXP. FEB. 10, 2009 A.P.# DESCRIPTION 96- 18939 << ORDER NO. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: .PARCEL I: THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF:`THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 20 NORTH, RANGE '5.'•EAST,' M.D.B. & M. f . PARCEL II: A PERPETUAL, NON-EXCLUSIVE EASEMENT AND RIGHT OF WAY TO CONSTRUCT; RECONSTRUCT, OPERATE, MAINTAIN AND USE AN ACCESS AND SERVICERQAD OVER, THROUGH AND ACROSS ALL THAT PORTION OF THE SOUTH HALF OF;F.THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 20 NORTH, RANGE'ti, T, M.D.B. & •M., LYING WITHIN A STRIP OF LAND 60 FEET, IN WIDTH!AND BEING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER:LINE:` BEGINNING AT A POINT IN THE CENTERLINE OF OROVILLE-QUINCY:>ROAD ,= SAID POINT BEING 30 FEET NORTHERLY' OF AND AT RIGHT ANGLES:TO.x,THE SOUTH LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF�`.SE,CTION.'..;; 18; THENCE FROM SAID POINT OF BEGINNING AND. RUNNING-. PARALLEL'';°WITH SAID SOUTH LINE SOUTH 88 DEG. 16' 30" WEST, 226 FEET, MORE OR-�.LESS;' TO A POINT HEREAFTER DESIGNATED "A"; FROM WHICH THE EAST=.QUARTER CORNER OF SAID SECTION 18 BEARS SOUTH 89 DEG. 26' 52" EAST;'; 7,55:00 FEET; THENCE NORTH 58 DEG. 16' .4 3 "• WEST, 4 4 8 5 . FEET ; . THEN 47 DEG. 54 08 WEST, 50.01 FEET;"`' HENCE NORfiH ' 32 "DEG �'� �`' >3!' WEST, 48.77 FEET; THENCE NORTH '00' DEG. 42' 1,• II' EAST j37.60'" FEE'S, THENCE NORTH 13 DEG. 58' 19" EAST,, 54.00 FEET; THENCE 'NORTH.'07.:..DEG. 07' 49". EAST, 50.36 FEET; * THENCE. NORTH 11 DEG*: • 05 i.':19".. WEST; 40 97 :..; FEET; THENCE NORTH 13 DEG. 3511-06". 'WEST, 57.. 04 .FEET; THENCE 'NORTH', 17 DEG. 08' • 35" WEST, 74.03 FEET; THENCE NORTH 51" DEG. 34!r,{b08!' WEST, 77.09 FEET; THENCE SOUTH 83 -DEG. 33' 52" WEST, :.77.62. FEET.; J, THENCE SOUTH 63 DEG. 44' 06" WEST, 104. 60 • FEET; -'THENCE - SOUTH':: 54 DEG. 05' 49" WEST, 53.76 FEET; THENCE SOUTH 48 DEG. 57' 37,11:WE8T, . . 74.45 FEET; THENCE SOUTH 46 DEG. .38' 0511 WEST, 69.18 FEETi, THENCE SOUTH 39 DEG. 03' 27" WEST, 100:18 FEET; .THENCE SOUTH, 53 DEG 26' 38" WEST, 63.15 FEET; THENCE :NORTH 81 DEG. 00' 00" WEST,, ;2.2:25 FEET; THENCE NORTH 74 DEG. 38''::22" WEST; 50.16 `FEET; THENCE N6Rlgi 58 DEG. 58' 40" WEST, 72.80 FEET; !THENCE .NORTH 40 DEG. 45' 14" WEST;' 33.13 FEET; THENCE NORTH 32 DEG. 31' 29" WEST, 89.14 FEET;:: THENCE NORTH 32 DEG. 44' 34" WEST, 50.09 FEET; THENCE NORTH 21 DEG.420' 22" WEST, 50.49 FEET; -THENCE -NORTH 20 DEG. 08' 47" WEST' .6-2 FEET; THENCE NORTH 41 DEG. 50' ''52"'"WES'T; . '46.. 0:6 .. EET; .THENCE 'NORTH 81 DEG. 37' 33." WEST, 33.00 FEET; :°THENCE NORTH" 87 .'DEi;: 20. .'08" , WEST, 50.25 FEET; THENCE NORTH 71: --DEG. 52' 34" WEST, '65.57 'FEET" THENCE NORTH 53 DEG. T3' 46" WEST, 38.83 FEET; THENCE NORTH:43":DEG. 03' 34" WEST, 100.04 FEET; THENCE NORTH. 34 DEG. 31' 54" .WEST, 44--".48 RECORDER'S MEMO: CONTINUED POOR RECORD IS DUE TO QUALITY OF ORIGINAL DOCUMENTILI 14 ' .':,.. . •... 'i,>: .,, , is .:., .. .-1, - t ORDER NO.,:BU7154187-KA PARCEL II: CONTINUED ' FEET; THENCE NORTH 55 DEG. 12"09" WEST, 37.57 FEET; THENCE SOUTH 79 DEG: 00' 13" WEST, 45.54 FEET; THENCE SOUTH 53 DEG. 33' 47" WEST, 50.99 FEET; THENCE SOUTH .55. DEG. 47' 00" WEST, 50.64 FEET; THENCE SOUTH 74' DEG. 27' 38" WEST', 77.70 FEET; THENCE NQRTH 79 DEG. 58' 18" WEST, 52.20 FEET; TliENCE NORTH 62 DEG. 07' 421"WEST, 50.01 FEET; THENCE NORTH 49 DEG. 46' 06" WEST, 51.47 FEET; THENCE NORTH 34 DEG. 57' 47" WEST, 35r90. FEET; THENCE NORTH 22 DEG. 05' 14" WEST, 67.00 FEET; THENCE NORTH 12 DEG. 55' 30" WEST, 62.80 FEET; THENCE NORTH 37 DEG. 14' 15" WEST, 50.92 FEET; THENCE SOUTH 76 -DEG. 57' 56" WEST, 43.27 FEET; THENCE SOUTH 20 DEG. 39' 28" WEST, 76.16 FEET; THENCE SOUTH 31 DEG. 37' 27" WEST, 169.57 FEET; :THENCE SOUTH 44 DEG. 44' 42" WEST, 88.36 FEET; THENCE SOUTH 30 DEG. `37''47" WEST, 51.58 FEET; THENCE SOUTH 11 DEG. 38' 23" WEST,' 83.15 FEET; THENCE SOUTH 19 DEG. 14' 57".WEST, 68.90 FEET; THENCE SOUTH-23 DEG. 57' 20" WEST, 36.39 FEET Z6'.A POINT ON THE WEST LINE'OF:.,THE.. NORTHEAST QUARTER OF SAID SECTION 18 FROM WHICH POINT THE SOUTH QUARTER CORNER OF SAID SECTION 18 BEARS SOUTH 00 DEG. 58' 1'1" WEST, 3074.2'7 FEET, SAID POINT BEING THE END OF THE HEREIN DESCRIBED CENTERLINE, EXCEPTING THEREFROM-ANY PORTION LYING WITHIN THE.:WEST HALF OF SAID NORTHEAST QUARTER OF SECTION 18. RECORDER'S MEMO: POOR RECORD IS DUE TO QUALITY OF ORIGINAL DOCUMENT a 5 ENQOF DOCUMENT Butte CountyDepartment o.fDevelopine1't Selvrces `'TT�o <. r 7 County Center Drive Oroville, CA 95965 ' . r' -.o (530) 538-7601 Telephone (530) 538-7785 Facsimile c�UN�-1 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land, Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the 'application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the buildinL permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. . . Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: aA Building site address:- APN: 0(9/- q1 o - OiZ' Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of above -referenced building permit application and my signature below: 'SI AT RE O APP ICANT DATE 9 _ __..cam c:i: KForms/BldePermitwithoutCleaancrs 020705 Departmen.t o.f Public Works A C o u n t y o f , B u t t e a LAND DEVELOPMENT DIVISION 01 § ). MiChazl Crump, Director Storm Water ManagementPro;rem ! ®�7 7 County Center Drive / Oroville, CA 95965 530 538-7266 p�U WOF�s ((FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Pian (SWPPP) Acknowledgement jLESS THAN 9 ACRE Project Description: /��'�✓ 5eA'1_4� Project Location and/or Parcel Number: By sigiing below, L the project ownerlowner'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: t Title: Date: IM 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 theajor labor and material for construction of this proposed property improvement: YES [ ] NO[ ]. 2. I HAVE [ ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: 'ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4: I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: ' NAME , - ADDRESS PHONE TYPE OF WORK SIGNED: ii; 11IR11 0 Al DATE: l < / cl- / 0__s� NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING' GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perfonn their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, 4 �� �4 6:vg�- Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. November 28, 2005 Richard Allen - 2384 Via Canela Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 061-490-012 ' Building Permit Number: 05-3004 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. The footings resisting tension and compression from the HDQ8 holdowns appear to be overstressed. Please revise and/or provide supporting calculations to verify capacity of these footings. 2. Provide 8" minimum stemwall width to accommodate the SSTBL28 and SSTBL34 holdown anchor bolts as required by Simpson Strong -Tie. 3. Provide continuity ties between the roof diaphragms per CBC 1633.2.5. This section of the code requires all elements of structures to be interconnected and capable of resisting a horizontal component of load equal to 0.5CaI times the dead load + live load. 4. Provide adequate collectors along wall lines A and C capable of transferring lateral forces to the shear walls. Design straps at the intersecting roof diaphragms and boundary nailing of roof sheathing to the rafters. 5. Show sill nailing on details 1 and 7 as specified in the shear wall schedule. 6. Provide calculations for the 6x6 post at the point of the prow in the great room. Verify post is adequate to resist combined axial compression plus wind. If you wish to discuss any of these requirements, please call (530) 538-7541. Refer to the Data Sheet for remaining non -plan check items. (You should have received this form when you applied for the permit) The counter staff will answer any questions concerning the Data Sheet. Bill Barron Supervising Building Inspector cc: Eric Ausmus, P.E. IofI 6iL A_#_ Philo Hunt, P.E. Plan Check Engineer Status: FIS -SUED- APN: 061:490.01 000 I Bin #: B,,- Site Address: 93 NORTHFORK RD_BCK_ I Map index: t Owner (Title): JALLEN RICHAR_D,H&,BARBAR1 Project Title: _ t Contractor: I 1 Applicant: JALLEN RICHARD,H,& BARBA Contr Phone: I 1 ArchltBct: ] Contr. Lia # _ I Engineer: 1 Description: DETACHED,GARAGE(1020) _ ] Fee Summary Construction Permit Fee: $0.00 f 47J Planning: JP Misc. Permit Fees: $714.87; -1 Fire: ' J Strong Motion: _ $2.45, PW -Land Dvlmt: EJ Investigation Fees: $0:00, PW Encroach: Other Agency/Impact: $0.00 Ag buffer: J Other Fees: _____$0.00 Ag Statement: TOTAL FEES= _-w,$717.32 Pre-Insp. Soils Rpt/Eng. Found Fees Paid: $0.00 Other: Balance Due_ f0,00 Key Dates Applied: F11—/04/2005J _ Approved: 11/23/2005) BP Renewal: _!_/_, Issued: 12120/2005) Expired: _/_/_ J Finaled: _/_/_ J Voided: _J Census Data Census Class Coder ---- I ii Llpdate I I +' Exit I Back 11 Construction Information Permit Category: Fm ISC-RES---J Construction Type:VN,�(CJ Total Valuation: 1,$24,480.00_j Total Square Feet: 1.1,020_ Permit Type: GAR t Required to Issue Contractor's Lic.: 17-1 NPDES: Workers Comp: Water: J� Owner/Builder: Health: °_7 S ign Authorization: Sewer: Erosion Control Plan: J School Fee: Chico Plumb: Deed Restriction: Recreation Dist: L) Plan Check Fire Sprinkler: J AQMD. J TRA: 101000- _ 1 High School District: JORO HI i MH Docs: '.._! Elem School District: IPIONEER I Grant Deed rl Water: I MH Title/Statement Sewer: �� I. Ltr•legal owner Rec Dist: ] HCD check $$ Intialized: 11/04/2005_)',KGRAHAM J Butte CountyDepartment ol'Developinelltservices o $`'% °° 7 County Center Drive ° oroville, CA 95965 =' ° (530) 538-7601 Telephone (530) 538-7785 Facsimile cOUN�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must.be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: 66L "6-6/2 Building site address: /0�2i�a �G �� Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of -the above -referenced building permit application and my signature below: 4SIGNARE OF APPLI ANT DATE 4 KFonTL BldePermitwithoutClearances 020705 Department C n 11 n t J. Michael Crump,. Director of Public o f B U t -t Works LAND DEVELOPMENT DIVISION Storm Water JAana;ement Program 7 C6unty Center Drive orovii1e, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storrs Water. Permit and Storm Water Pollution Prevention .Plan (SWPPP) Acknowledgement (LESS 7'HA1V 1 ACRE Project Description: Project Location and/or Parcel Number: By sighing below, L the project ownerlowner's agent, certify that this project WII,L NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit fora 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 Perrnit 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: Date: a.•a::•: :, :�.! .' gip+:".•:F: �:.:_`i .!_b ±C i• '�—th•`:'iJ .'6'�. _ • .OV~rte"+`. :.�.'T`-'p.�.b r` .• s.! �c ' •.... �y ,,.-9 YL tJl•-'is".,_�iy'^ a Yr•T 9 t. ti"F•i`�"vILed2.. .2ti''kj ../•5: b Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this infonnation at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building pernnit will be issued until this verification is received. x 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [/C] NO [ ]. 2. I HAVE [�(] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: • CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the Califonlia Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11 /4/2DD4 Butte County Department ofDevelopment Services TTr� ADMINISTRATION t BUILDING' GIS `PLANNING 0 o 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete .and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until -the verification is returned. 1 C. Vieirl C.B.O. :r, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNERI1�� PROPROSED BUILDING USE 'bW( Ld 1 �� 1. BUILDING PERMIT FEES Q n --- Balance Due ..................... $ q 23, , --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ �( NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8: SMS 2 og15 9. DRAINAGE FEE 10. OTHER 11. OTHER A.P. # O(D1-9q 1-0J2 DATE 11-9 -05 RECEIPT ## A40)22J DATE REC. 122200-10 5 At 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 d e plan checking roce APPLICAN DATE Pursuant to Government C de 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. 7/05) OT BUTTE BUTTE COUNTY 0 " 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS ° 0 24 HOUR INSPECTION#: OROVILLE: 530 538-7636 • CHICO: 530 891-2834 ° ° OFFICE #: (530) 538-7541 CSV N'�y A FEE WILL BE REQUIRED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** OWNER - Last Name irst Vage cs�s� ,ems Address a3 8Z,,-- VIA —A City (02D Yl �E State Zip9 �9 d,g Phone S3D--632- - q -S FaxS�o _537- -93SZ E-mail R. o /-i-� C Co�rc q sT..tl�-r APPLICANT NAME CONTRACTOR Name City Address Z,p9-S%64 City Fax _ �.�1-�✓! L- State Zip Phone Type Const. Fax E-mail Map Book Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Z,p9-S%64 City Fax _ �.�1-�✓! L- State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT NAME Name C 4A Address �3S 4 /4 City State CA Z,p9-S%64 Phone® Fax _ �.�1-�✓! L- E-mail C APPLICANT, SIGNATURE For o Ice use only: AP# ' p61 _ Aga Zoning \ -Flood City a � Zone WORKER'S COMPENSATION SRA I Yes I No Occ. LENDING AGENCY Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP o 53-)6 BIN # B-2 LOCA TION AP# ' p61 _ Aga Property Address �02Tif`0�2K xp:D City a � Cross Street WORKER'S COMPENSATION Policy Number ' Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS L, K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: zg- Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be 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. Received by: K16. Amount: 205-'3E) 01 Bldg Receipt 0+4Oq GO It kW-C91j-- Dater L -y -05 S 7 n qq) SRA Sheriff SMIP n Other g 0.9 3 Total REV 6-16-04 a SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEA CCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). - ❑ 4. Letter from Engineer or Architect for truss design review. - ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ " 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. , ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9.. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 i 0300. t5 f 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: N � m h ASSESSOR PARCEL NUMBER_ Q(A I- 4 q o • Q 19- : C-x�rAn� ,le Proposed Building Use " y� 1� • Permit Technician: K. Date: 0 ' �� ' 05 Itrs required in orde o apply4or a permit. All boxes MUST be checked OR marked NA in order to apply. V mN 1. Site plansU33 or 4 sets, signed by the preparer of the plans. 1� 2. Complete plans,(Dr 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ' ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑� 11. Hazardous Material Form `a 1T3 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.) N 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ . 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 4O� ��'18 Erosion Control Plan Required........................................................................ `��3 19. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ i 2 Site plan and business license approval from the City of Biggs .............................. 2. I lifornia Department of Forestry plan approvahEJ paid. Sent by: L. Planning approval for (A) Use: 4L (B) Parking: (C) Parcel Check: l ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ro 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone ( 530)932 9-6?_ Hom p and hold for pickup. I have been informed Jthe above ii�m 4rrequire�ml�nts for obtaining a building permit. Applicant: �. _ •( Date: 1. Index permit applic tion for the&�10 a ove items numbered: Plan Check Letter 2. Additional items required Contractor, designer, Q er was advised of the above data ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of theabove ata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approvedby: Date: 4-- Structural reviewed b . Date: Structural approved by: Date: Note transfer by:Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BP053005 APN#061-490-012 OWNER: ALLEN TOTAL PERMIT COSTS $922.30 Building Permit Fees $824.85 SMIP $2.45 SRA REVIEW $95.00 $922.30 SMIP SRA F10 -BLDG F1001 F100 Receipt #440460 Dated 11/4/05 $490.93 $395.93 $95.00 $490.93 Receipt #439795 Dated 9/26/05 $431.37 $428.92 $2.45 $431.37 $922.30 f ...................................... Counter ................................................. Fund 10 (Bldg Permits) $395.93 Kourtni Person............................................... Notice of Violation. $0.0011. Payment Date ::11/04/2005 Permit Number ....................... `053005, .. . . ........ . Receipt Number ........ .................................... "440460 .. .............................. .......... Check Number or Cas ............................................................... > Parcel Number -'061-490-012 ...................................... Applicant 'Allen, Richard Received From :SAME ............. ........... Total Received ...........`':4'9:0:>93..... I ......... .......................... .................. ............... ................ % .............. .. .................................................. ............................ ............ .... ....... ...... . ..... .. .. . ........................... ............................................... Total Fees To Collect ........... ......... 450*93 .. .... . . . . .............. .............. ............................. .......................... Notes: ................................................................................................... NSF (Non Sufficient Funds) $0.00 ............................... ............................... AVA Court ........ . .... . ..... "I ............... ....................................... Copies/Document Sales $0.00 Witness Fees $0.00 .................. Recorders Fees (N.O.C) ........................ $0.00 SRA Fees (Fire) ..................................... ........... $95.00 SMIP $0.00 ...... Water Tender Btln .............. ....................................... ...... $0.00 West Chico Fire Station $0.00 SHR Fees (Sheriff) $0.00 ...................................... CUA(Chico Urban Area ....................................... $0.00 ............. TUA(Therm. Urban Area) .......................... I .............................. $0.00 -111 ....... Oroville Area Traffic $0.00 .............. Thermalito Drainage ............ $0.00 .... . .. .. . . ....... . .... ....................................... NCSP Trails System ................................ r $0.00 ... NCSP Roads/Bridges. $0.00 NCSP Storm Drainage $0.00 ............. ....... ...... ....................................... NCSP Fire Station $0.00 ............ NCSP Parks- ........................ $0.00 ............. IMPACT FEES ...................................... BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO53005 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date • 12/20/2005 APN: 061-490-012-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 83 NORTHFORK RD BCK License Class : License Number: Map Index: Date: Contractor: Description: DETACHED GARAGE(1020) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: ALLEN RICHARD H & BARBARA L 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 2384 VIA CANELA the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the 530 532-9352 ( ) applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: ALLEN RICHARD H & BARBARA L owner of property who builds or improves thereon, and who does pp such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 2384 VIA CANELA sale. If however, the building or improvements are sold within one OROVILLE, CA 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 95966 sale.). (530) 532-9352 ❑ 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 not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ lam Exempt under Article 3 of th Business and P ofe ions Code t Date:l-&-17,0[61-own WORKERS' COMPEN ATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 1020 S.F. Policy#: ❑ I certify that in the performance of the work for which this permit is Valuation: $24,480.00 issued, I shall not employ any person in any manner so as to Census Code: 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. ll Date: Applicant: Z©f 05 WARNING: Failure to secure workers' compensation coverage is 1 unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor - code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu ionto do work indicated bov for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) B Im Date: 'Q-2-0- Name: yD o ✓� �1 /1 !� PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance o y o i ial form or docunlent of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection puqpos4s., Print Name:) C�1 i'�Ft�n f"7Y� Signatur . Date; KOwner ❑ Contractor LIAgent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 Wednesday, September 20, 2006 Counter Kourtni Person Development Services —' JJf iIl►ler]w z•fle 1 Payment Date Permit Number E053005 Receipt Number ;11443225 Check Number or Cash Parcel Number Applicant 12/20/2005 I I Total Received 061-490-012 JAIIen, Richard Received From I i_$42_�__8.92 $0.00 I SAME Total Received $431.37 Total Fees To Collect$431 .37 Notes: Fund 10 (Bldg Permits) SRA Fees (Fire) I i_$42_�__8.92 $0.00 SHR Fees (Sheriff) $0.00 I SMIP $2.45 Copies/Document Sales $0.00 CUA (Chico Urban Area) $0.00 TUA (Therm. Urban Area) $0.00 Water Tender Btln #= $0.00 I West Chico Fire Station AVA Restitution Payment $0.00 Recorders Fees (N.O.C) $0.00 Thermalito Drainage $0.00 Oroville Area Traffic $0.00 NSF (Non Sufficient Funds) Notice of Violation $0.00 NCSP Trails System $0.00 NCSP Roads/Bridges $0.00 NCSP Storm Drainage $0.00 NCSP Fire Station $0.00 NCSP Parks Type $0.00 I Value $0.00 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached ./ \ Root Ptan Attached .� Sento B.D. ! Owner Location AP# Plan Approved for: Sewage Disposa� Water Supply: Public Private Well�- Clearance for dwelling. Other lin- -41 Hold final for: Final clearance O.K. for: NOTE: I ronmental Health Specialist 8/96 7 )" Date ��1[ea1 B/6 PLAN REVISION Owner's Name: r U,lar BP#: 5-�O Date: Contact Person & Phone Number: �)'5 AP#: (A) I-4 "IV -on Received By:(�!� J Time: Ui A —. pURPOSE OF RE -SUBMITTAL OR REVISION �❑ Permit Application Data Sheet Item .. ❑ *Engineering nM &C�s -14 Plan Revision -fiddJ�`� ❑ *Requested by Building Inspector's Correction Notice -inspector's Name: ❑ Requested by Plan's Examiner - Plan Examiner's Name \ " _Other: Of �`�'i e V�ckr, ? _ , _ r . • _ } c cc has alreaP been issued, subnut two ( drawnng ecting the revision _ If revising a plan Y ion the for plan review along with your approved plans. If engineering is involved in this revision, 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 and hold for pick-up. O Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examuier will determine if additional plan checking fees are needed: �3 Minimu 54. $99 Receipt #: issuance of permit. 0 Fee not required for revisions requested by plans examiner prior to r Butte County Department of Development Services. euTre� N ® T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 vnvw.buttecounty netidds •cO°"�{ RESIDENTIAL APN: PermitNo. (061-490-012 05-3005 ` Owner: ALLEN, RICHARD. INORTH FORK RD, BERRY CREEK { Site Ad3P�ts_ Cont:OWNER- - -- ContractorI GARAGE -DET i !I Type of Permi[r L t .1 y 1 I PECIAL CONDITIONS CHECKED BY ❑ SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS Q VERIFY f USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE El v r DATE JOS FINALED: � • :� SIGNATURE: r = OK = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ED Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers -DATE D E `C O V E R S`C A R P O R T S `GARAGE S ing-Setbacks-Easements Ftgs; SoilsSz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 ports; Wndws-Doors IQ,,06Z Electric 8 Frmg; Sills -Anchrs -Studs -Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; S hg -Roofing 11 , Steps -Doors -Landings Braced Wall nls DATE POOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5' Crcltng Eqp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Bakes-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test i 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide o I 4e °'0 °? t e Pool Drawing f r - y = OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE UND O0R DATE PLUMBING 1 0 i g -Setbacks -Easements -Flood -Sloe 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle Alain; Soils-Elec Grnd Ftg Dpth Wtr Pipe; Test & Anchr-Nail Prtctn Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel -Blockouts -Wrapped 57 Test Tub & Shwr, 2nd fir - Tub.Acc 6 Stemwalls Garage; Steel -Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs Ga fold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 P' ; lFtg-Steel D Fall -Fitting -Test -2 -way C/0 -Sewer lest 1 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Ele drgrrtd DATE MECHANICAL jallolenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bolts -Joists -Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insul0�165 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet Attic Acc & Pltfrm if Furnace in attic a b m DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sis & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31trs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtri Vnts-UndrfIr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech,Egp Listed for Loctn 36 S4ear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 371Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insulin -Walls -Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes []No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Wits abv Roof, Plmb-Appinc-Frplc-CImc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Pimb 40 Fxtr & Trnsfrmr Clmc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Mer Certs 47 Subfeed Wire Sz v ❑ CU or ❑AL 98 Address Posted AC Wire Sz 92 ❑CU or [:1 AL 99 Fire Sprinkler 48 Range Circ 92 ❑CU or ❑AL Oven Circ ya QCU or ❑AL Insulated Neutral E] Yes ❑ No 4 0�`` 4e o`er 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 638-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number. Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to.the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): t� I, as owner of the property, or my employees with wages as their (` sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an 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 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.). ❑ I am Exempt under Article 3 q, tgBusiness and PfofeAions Code Date: r ',L""fC'• UWner: - - WORKERS' COMPEN ATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees"- - — - CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) . Name: Address: PERMIT NO. BPO53005 Issued Date: 12/20/2005 APN: 061-490-012-000 Site Address: 83 NORTHFORK RD BCK Map Index: Description: DETACHED GARAGE(1020) Owner: ALLEN RICHARD H & BARBARA L 2384 VIA CANELA OROVILLE, CA 95966 (530) 532-9352 Applicant: ALLEN RICHARD H & BARBARA L 2384 VIA CANELA OROVILLE, CA 95966 (530) 532-9352 Contractor: License #: Architect: Engineer: Total Square Ft: 1020 S.F. Valuation: $24,480.00 Census Code: q�l q1In OD O This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolu ion to do work indicated bov for which fees have been paid. �j- n /� fgy. Date: t - —0- 08 PERMIT EXPIRES ON: 127 1O -yG ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance y y o i al form or docu nt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection urposes., Print Name: �i U�aC Signatur . et " Date; Kowner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16.04 pg 1 J , 2005-0067648 AND WHEN RECORLf'P[125' TO: # Recorded I REC FEE 13.00 BUTTE COUNTY BUILDING DIVISION Official Records 1 7 COUNTY CENTER DRIVE County of I CXORNED COPY 1.00 OROVILLE, CA 95965 But I CANDAM J. GRUBBS I County Clerk-Recorderl I LV W:48PN 07 -Nov -25 I Page 1 of 3 IIII"I�I"III'II'I"IIII�'II�I�'I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section M-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: SEDE LEGA:-- DEE5GR I PT -t O/4 A-T'iA-(,;Ht D hfE)P-c—TO A-�J0 M A -DE A PA -&-7- 0 i - Datel - �� PROPERTY OWNERS. State of California ) County of ?WH`Q. ) On / 1- 7 -b�5- before me, J. BrOW11_ Nntary PnhNo. personally appeared _K% QJha-,rd (moi- �J-ll,,ti1 GLYtr( t3,eLr br"y-& L- A/ t-, parse ft 4y knewm-to..me (or proved to me on the basis of satisfactory evidence) to be the person whose name(A�is/are subscribed to the within instrument and acknowledged to me that heAke/they executed the same in hisAw/their authorized capacity('Dand that by his+er/their signature@ on the instrument, the persons or the entity upon behalf of which the persondacted, executed the instrument. WITNESS my h offs 'aI eal. �= *-J. BROWN U COMM. # 1551 SW Signature Seal: NOTARY PUBLIC-CAUFORNIAO BUTTE COUNTY A / J. rows, otary Publlto COMM. EXP. FEB. 10, 2009 - A.P. # / , f BEGINNING AT A POINT IN THE CENTERLINE OF OROVILLE—QUINC -44RO - D, 1. SAID POINT BEING 30 FEET NORTHERLY OF AND AT RIGHT ANGLES`„TO4,,'lb E SOUTH LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF''SE.CTION 18; THENCE FROM SAID POINT OF BEGINNING AND RUNNING PARAItitL-WITH SAID SOUTH LINE SOUTH 88 DEG. 16' 30" WEST, 226 FEET, MORE ORALESS, TO A POINT HEREAFTER DESIGNATED "A"; FROM WHICH THE EAST i!QOAR, "TER ' CORNER OF SAID SECTION 18 BEARS SOUTH 89 DEG. 26' 52" EAST `'7551_ FEET; THENCE NORTH 58 DEG. 16' 4'3" WEST, 44.85 FEET; THEN 47 DEG. 54' 08" WEST 50.01 FEET; `THENCE' "rN �c1 1 yH�� .NOtH' ,3 2EG . ITT WEST, 48.77 FEET; THENCE NORTH 00 DEG. 42°'' 1!'ff'' EASTr' 7..6'0' `FEET', THENCE NORTH 13 DEG. 58' 19" EAST, 54.00 FEET; THENCE NORTH 07 'DEG. 07' 49" EAST, 50.36 FEET; ' THENCE NORTH 11 DEG. ' 05 ,,. 19"WEST, 40:97 ' FEET; THENCE NORTH 13 DEG. 35' 06" WEST, 57..04,FEET; THENCE NORTH 17 DEG. 08' 35" WEST, 74.03 FEET; THENCE NORTH 51. DEG. 34!,'08" WEST, 77.09 FEET; THENCE SOUTH 83 DEG. 33' 52" WEST, :,77.62,FEET.; THENCE SOUTH 63 DEG. 44' 06" WEST, 104.60 ' FEET; ''THEN'CE ' SOUTH • 5'4 DEG. 05' 49" WEST, 53.76 FEET; THENCE SOUTH 48 DEG. 57' 30' WEST, 74.45 FEET; THENCE SOUTH 46 DEG. 38'' 0511WEST, 69.18 FEET;{ THENCE SOUTH 39 DEG. 03' 27" WEST, 100.18 FEET;,THENCE SOUTH•53 DEG..`26' 38" WEST, 63.15 FEET; THENCE NORTH 81 DEG. 00' 00" WEST,, 12'2.25 " FEET; THENCE NORTH 74 DEG. 38' -22'WEST; 50.16 `FEET; ' THENCE �NORlf-H 58 DEG. 58' 40" WEST,72.80 FEET I'THENCE NORTH 40 DEG. 45' 14" WEST; - 33.13 FEET; THENCE NORTH 32 DEG. 31' 29" WEST, 89.14 FEET;. THENCE NORTH 32 DEG. 44' 34" WEST, 50.09 FEET; THENCE NORTH 21 DEG.�"'20' 22" WEST, 50.49 FEET; . THENCE NORTH 20 DEG.', 081. 47" WEST =•62.80 FEET; THENCE NORTH 41 DEG. 50" '52"''WEST` '4'6.0'6"FEET � THENCE '1$ORTH 81 DEG. 37' 33." WEST, 33.00 FEET';" "THENCE NO 87'.'`D$6. 20!.'08", ;. WEST, 50.25 FEET; THEOCE NORTH 71 DEG. 52' 34" WEST, 65.57 'FEET; ' THENCE NORTH 53 DEG. 13' 46" WEST, 38 83 FEET; THENCE NORTH 43.! DEG. 03' 34" WEST, 100.04 FEET; THENCE NORTH 34 DEG. 31' 5411. WEST;'t6748 :',.,': « : • ,.•: z i is k _ _, l- 3tf.r:.. -. -:, • �''� �— y's s . RECORDER'S MEMO. CONTI'NUED, {r > POOR RECORD IS DUE TO .tlll4 ! x` ' QUALITY OF ORIGINAL DOCUMENT n7�n���agi�t =,.;a t�Su{ .' '96- 1 8 9 3 9 CZ tl1I ORDER NO. BU— 1541874KA S I. ll4 DESCRIPTION • ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE -STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: .PARCEL I • �; t'4€ THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTERiOF"THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 20 NORTH, RANGE`5 EAST, M.D.B. & M. t PARCEL II: A PERPETUAL, NON—EXCLUSIVE EASEMENT AND RIGHT OF WAY TO CONSTRUCT, RECONSTRUCT, OPERATE, MAINTAIN AND USE AN ACCESS AND SERVICE; -ROAD OVER, THROUGH AND ACROSS ALL THAT PORTION OF THE SOUTH HALF OFiTHE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 20 NORTH, RANGE'j5ajEAST., M.D.B. & M., LYING WITHIN A STRIP OF LAND 60 FEET. IN WIDTH ;AND BEING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENtERLS: 96-18939 ; ORDER NO.:BU7154187 KA PARCEL II: CONTINUED j FEET; THENCE NORTH 55 DEG. 12' 0911 WEST, 37.57 FEET; THENCE SOUTH 79 DEG. 00' 13" WEST, 45.54 FEET; THENCE SOUTH 53 DEG. 33' 4711 WEST, 50.99 FEET; THENCE SOUTH 55 DEG. 47' 0011 WEST, 50.64 FEET; THENCE SOUTH 74 DEG. 27' 3 8t1 WEST, 77.70 FEET ; THENCE NQRTH 79 DEG. 58' 18t1 WEST, 52.20 FEET; TliENCE NORTH 62 DEG. 07' 4211 WEST, 50.01 FEET; THENCE NORTH 49 DEG. 46' 0611 WEST, 51.47 FEET; THENCE NORTH 34 DEG. 57' 47" WEST, 35x90. FEET; THENCE NORTH 22 DEG. 05' 14t, WEST, 67.00 FEET; THENCE NORTH 12 DEG. '55' 3011 WEST, 62.80 FEET; THENCE NORTH 37 DEG. 14' 1511 WEST, 50.92 FEET; THENCE SOUTH 76 -DEG. 57' 5611 WEST, 43.27 FEET; THENCE SOUTH 20 DEG. 39' 2811 WEST, 76.16 FEET; THENCE SOUTH 31 DEG. 37' 2711 WEST, 169.57 FEET; THENCE SOUTH 44 DEG. 44' 42" WEST, 88.36 FEET; THENCE SOUTH 30 ,DEG. 37' 4711 WEST, 51.58 FEET; THENCE SOUTH 11 DEG. 38' 2311 WEST, 83.15 FEET; THENCE SOUTH 19 DEG. 14' 5711.WEST, 68.90 FEET; THENCE SOUTH 23 DEG. 57' 2011 WEST, 36.39 FEET T6'.A POINT ON THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 18 FROM WHICH POINT THE SOUTH QUARTER CORNER OF SAID SECTION 18 BEARS SOUTH 00 DEG. 58' 11t1 WEST, 3074.2'7 FEET, SAID POINT BEING THE END OF THE HEREIN•DESCRIBED CENTERLINE, EXCEPTING THEREFROM -ANY PORTION LYING WITHIN THE _WEST HALF OF SAIO NORTHEAST QUARTER OF SECTION 18. RECORDER'S MEMO: �. POOR RECORD IS DUE TO QUALITY OF ORIGINAL DOCUMENT tk tr +'�q�JYi�rlrhl4��•1.'Ir:. !.i .l!}1'itit, • '• ` ,Y ?`p i,. ri ':)I:'zistjyr'^r •r i r, DOCUMENT ' .� #d 1.. �7i t• I J ri r7 . -w SITE PLAIT REVIEW APPLICATION Date: OJT AP# Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: l l Crit e S Owners Name: q /j ®�q/'�t� c/ ! LY' J Owners Address: c�3� (/� � 'g'`-�� �y CA Telephone No.. 5 Email: p Situs Address: A I)oems- Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New -Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other Septic ❑ Well .❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: 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 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: i Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone 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: Ut Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. r-__ n _ - r Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 5-, o Side Street /,0 Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. r-__ n _ - r Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area.- Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Formula -------------------------------------------------------------------------=---- Subdivision Map Special Fees , ❑ Water Tender ❑ Road Improvement ❑ -North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation:' Legal Access Provided: ❑ No ❑ Yes Deed of Reference: /S(n Ok-1. Legal Access Required El El Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creatio :❑ No [],Yes Comments: 717V 3 i Ci ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel- ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger • ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements (4 -7 Q Subdivision MV/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. . ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. FO -1 0 i n Summary of Specific Requirements: Y This information provided in this summary is based on the application information and on the best available data at the time of review. 6Larrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Department of Development Services PAUL MCINTOSH, INTERIM DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING August 9, 2005 rhl/os-- Richard & Barbara Allen J-tac S l S 5t tedP/L/�` 2384 Via Canela Oroville, CA 95965 Or tik-tS Subject: APN — 061-490-012 N V Dear Mr. & Ms. Allen: The Butte County Department of Development Services, Planning Department, has reviewed the Environmental Health permit for . a septic. I am unable to determine how this property was created, if it was created by deed, we need a copy of a Creation Deed dated prior to March 4, 1972 and includes legal access to a publicly maintained road. After this date, The State Legislature enacted regulations that became effective which required the filing of a map for any division of land for the purposes of sale, lease, or finance. In order to approve this Environmental Health permit, we will need a proper Creation Deed and have it approved by the Land Development Division of Public Works. I have attached a copy of a portion of a Record of Survey that was completed on the property in 1975; it references a deed number, 1856 O.R. 641. This deed may be.a "Creation Deed", but that needs to be verified by reading the deed and assuring that access to a publicly maintained road is included in that deed description. The Recorder's office may be able to provide a copy of this deed reference, if more research is needed, a Title Company may be able to help to search for a creation deed. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sine rely, 4 Lana Adler Assistant Planner /C. Oroville Environmental Health ENVIRONMENTAL HEALTH AU �:Q ,- :,. 7 COUNTY CENTER DRIVE %4 CORNCR SEC. ��3EC. IB ` .. /Up"P/PE MONUMCNT(R,) I \ v \\ n F N � m P T V.. m " ` VtCtN/TY MAP NOT TO SCALE SA515 OF BEAR/NG mo Tt4 THE BAS/S Of BEAR/NG OF TN /S SURVEY /S THE W /94t 33'(M) 00 CAL/FOR"IA CO.ORO/NATE SYSTEM, 20NEIl, AJ 4,9 ESTABL/JNFO BY O.W.R. TAKEN BFTweeV TNf FAST %4 CORNER ANO TNf WEJT %4 CORNER TAKEN AS ... 4 5 ALL D/STANCES ARE CR/D. MOLT/PLY BY /.0000902 O TO OBTAIN CROVNO O/STANL•ES. y F a in n F /"•I00' ' /943 o. R. 302 n' SCALE F 112"Re AR LEGEND • _ �� R. L`. f. Y3G3(K) W • SCT 3/4•/'P• -L. S. 4085 NJ6'/G'/4'F(R{M) FD.PO/NT AS INDICATlD MEASURED DATA - b fAGCULATED OATH C• �_`\� Q (R) RECORD OATH AS PER P.M. 8K.4S, MAPS, PC.9/ (R) RECORD oA A AS PER o. W. R. - MAP NO. 06020-04-92 .1t^ r Fo. 3/4' /. 3728(R) 1 \ m Z EY b OF THE 'NORTH %Z CENTER %4 CORNER t• • - . OF THE SW 1/4 OF 'THE NE %4 OF ,1 CACULATED POS/T/ON ONLY `\, /9G2.BT•<RtC) SECT/ON /8, T20N, RSE, M.D.M. NBB•IG'30 E(R, .4„tc> f`' 3/° a " ! UNINCORPORATED AREA OF L.S. 9738 (R BUTTE COUNTY, CAL/FORwIA �. CERTIFICATE ((➢1iidY� `s�i8€ k'7f)t2 � C� � 3i � ie }a:'� : �r �.z._ � , � Ua � � ORS CERTIFIC--i4 <:es n_n ;c'•rw:.I e�: ac;rsa c sv:.:: -��roa•�t r,:�s :n:r na: re.:• sasri:..<e r^.r>a,cc�. :nr r.'c t f EED- L ...LO.I•4( _ y/7. �.• YY:' Cr, - - ))) WOMACK ti OCT. r4> JV qQ•D /�0. --{a \`� ._ E O_GT-O_O�?� 5 )" 41 . L/ I I -;➢ ones tr Q ///s ,d•,;,e.r�/;'{3e ���,Ej��••'•�•�� � 3 �,� !. ri;L,J .�'/:.4�vV�k`a:➢�<j - 9 (A/.. LL UO ISG KLUENDlR % A� CLAY fA57LC fR R.C. E. /4226 .i :l'Cf S' •" RONAL-L.5.4O89 ry �Ov sty,- QItn1+O 53-��ti F. JOB N0. 74-/3 8 .ewz�-.,.........�-�..�_...._,.e._._,,. - _.....r.e.,.,.,..al.;.._ ,...�. ..,.....-...�.....-.....,_.-._-,...-._...,,............ .,..a..�...,`..- .. ,,.�.��.......<...�.�r..,,�...,.,,..,m....,.,Kk... .�.•,:.��-...®t'..��,a�;; '"'',e-gi13.e.`s-..,..9=.e.•.65 0-y% Wednesday, September 20, 2006 Counter Kourtni Person Development Services BUILDING DIVISION ver. 1.0 Payment Date Permit Number Receipt Number 4 Check Number or Cash Parcel Number Applicant 12/20/2005 053004 I 443225 061-490-012 I JAIIen, Richard Received From I SAME Total Received $55,922.22 Total Fees To Collect $5,922.'22 Notes: Fund 10 (Bldg Permits) $1,712.82 SRA Fees (Fire) 1 $0.00 SHR Fees (Sheriff) $0.00 I $0.00 SMIP Thermalito Drainage $4,209.40 Copies/Document Sales $0.00 s $0.00 I= CUA (Chico Urban Area) Notice of Violation $0.00 TUA (Therm. Urban Area) $0.00 Water Tender Btln #= NCSP Storm Drainage $0.00 I West Chico Fire Station $0.00 $0.00 $0.00 AVA Restitution Payment $0.00 Recorders Fees (N.O.C) $0.00 Thermalito Drainage �- $0.00 Oroville Area Traffic $0.00 NSF (Non Sufficient. Funds) $0.00 Notice of Violation -$0.00 NCSP Trails System NCSP Roads/Bridges $0.00 NCSP Storm Drainage $0.00 NCSP Fire Station $0.00 NCSP Parks Type $0.00 Value -$0.00 REQUEST FOR AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT DEPARTMENT: DEVELOPMENT SERVICES - BUILDING DIVISION DATE: 12/21/2005 BAG NUMBER: 316 DEPOSIT NUMBER: 115 RANGE OF RECEIPTS: 443220-443232 MONEY COLLECTED: 12/20/2005 DESCRIPTION FUND TITLE FUND CODE DEPT CODE ACCT CODE CASH CODE AMOUNT BLDG PERMITS BLDG INSPCTN �0010_� `_4!10.001�ti210500 101001 $ - 4,706.35'^ REMOVE NOTICE OF VIOLATION GENERAL FUND 0010 440001 4350903 101001 $ CHRG ON RET CHECK BLDG INSPCTN 0010 440001 4610105 101001 $ AVA COURT ORD RESTIT REIM AVA CRT ORD 0010 440001 4617252 101001 $ COPIES COPY SALES 0010 440001 4711910 101001 $ WITNESS FEES BLDG INSPCTN 0010 440001 4712523 101001 $ RECORDERS FEES GENERAL FUND 0010 470001 4613701 101001 $ DEVELOPMENT SERVICES - CWIF PROC FEE DEV SRVCS - CWIF PROC FEE 0010"'"""440001-4617999-101001OOAO- AUDITORS - CWIF PROC FEE AUD - CWIF PROC FEE 0050 4617998 101001 $ 100.00--'A FIRE COMMCL PLNG REV FEES FIRE PROTECTN 0100 4617237 101001 $ 95.00 FIRE PLNG APPL FEE (SRA) FIRE PROTECTN 0100 4617240 101001 $ SMIP FEES SMIP FEES 1.001 280-1011298 $ 42.47 SHERIFF DEVELOPMENT (SHR) SHER DEVL FEE 1800 280 1011811 _ $ 0 _514.00 CHICO URBAN STREET IMPROVEMENT CHICO URBAN AREA 1800 280 1011815 $ - OROVILLE AREA TRAFFIC OROVILLE TRAFFIC 1800 280 1011817 $ CHICO VECINO DRAINAGE TRUST CHICO VECINO 1800 280 1011821 $ THERMALITO DRAINAGE THERM. DRAINAGE 1800 280 1011822 $ DRAINAGE DEPOSIT TRUST DRAINAGE DEP. TRUST 1800 280 1011823 $ SUB -DIVISION DRAINAGE TRUST SUB -DIV. DRAINAGE TRUST 1800 280 1011824 $ NCSP -TRAILS SYSTEM NCSP -TRAILS SYSTEM 1800 280 1011888 $ NCSP - ROADS & BRIDGES NCSP - ROADS & BRIDGES 1800 280 1011889 $ NCSP - STORM DRAINAGE NCSP -STORM DRAINAGE 1800 280 1011890 $ NCSP - FIRE STATION NCSP - FIRE STATION 1800 280 1011891 $ NCSP-PARKS NCSP-PARKS 1800 280 1011892 $ CWIF - GENERAL GOVT. FACILITIES CWIF-GEN. GOVT. FACILITIES 1808 280-101001 , $ 1,089.70 CWIF -GENERAL GOVT. EQUIPMENT CWIF-GEN. GOVT. EQUIP 1810 280____101001_S 5_0.2.58 CSD #770 - BUTTE CREEK CSD #770 BUTTE CREEK 1821 280 1011970 $ CSD #771 - COMANCHE CREEK CSD #771 COMANCHE CREEK 1821 280 1011971 $ CSD #772 - LITTLE CHICO CREEK CSD #772 LITTLE CHICO CREEK 1821 280 1011972 $ CSD #773 - BIG CHICO CREEK CSD #773 BIG CHICO CREEK 1821 280 1011973 $ CSD #774 - LINDO CHANNEL CSD #774 LINDO CHANNEL 1821 280 1011974 $ CSD #775 - S.U.D.A.D. DITCH CSD #775 S.U.D.A.D. DITCH 1821 280 1011975 $ CSD #776 - MUDD-SYCAMORE CREEK CSD #776 MUDD-SYCAMORE CREEK 1821 280 1011976 $ CSD #777 - P.V. DITCH CSD #777 P.V. DITCH 1821 280 1011977 _ $ CWIF -LIBRARY -FACILITIES CWIF-LIBR -FACILITIES 1825 280 ....�..-.-..—:es: 1011826 $ 394.851., CWIF - LIBRARY - MATERIALS CWIF-LIBR - MATERIALS 1825 280 1011827 $ 265.61 CWIF - LIBRARY -VEHICLE & EQUIPMENT CWIF-LIBR - VEH & EQUIP 31825 280 1011828 $ 7.92 CWIF - ROADS & BRIDGES (NCSP/CUA) CWIF-ROADS & BRIDGES L,1831 280 1011001 $ 1,916.65c CWIF - SHERIFF - FACILITIES CWIF-SHR - FACILITIES (1840 280 1011841 $ 5 13.0 3 CWIF - SHERIFF - VEHICLE & EQUIPMENT CWIF-SHR - VEH & EQUIP 1840 280 1011842 $ 250.33 CWIF - FIRE - FACILITIES CWIF-FIRE - FACILITIES 1851 280 1011852 $ 600.49 CWIF - FIRE -VEHICLE & EQUIPMENT CWIF-FIRE - VEH & EQUIP 6851 280 1011853_ $ 1,159.14') WATER TENDER FEE BATTALION #7 1851 280 _3 1011867 $ - TOTAL $ 12,258.12 Revised 11/22/2005 PREPARED BY: Gwyn Benedict ext 7604 Revised 11/28/2005 DATE 12/21/2005 BAG # 316 DEPOSIT # 115 RANGE OF RECEIPTS: 443220-443232 MONEY COLLECTED: 12/20/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 4 ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 1 of 4 Revised 11/28/2005 DATE 12/21/2005 BAG # 316 DEPOSIT # 115 RANGE OF RECEIPTS: 443220-443232 MONEY COLLECTED: 12/20/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 2 of 4 STREET IMPROVEMENT OROVILLEAREA TRAFFIC Page 2 of 4 Revised 11/28/2005 DATE 12/21/2005 BAG # 316 DEPOSIT # 115 RANGE OF RECEIPTS: 443220-443232 MONEY COLLECTED: 12/20/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 3 of 4 DRAIN AREA C • ' ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 3 of 4 Revised 11/28/2005 DATE 12/21/2005 BAG # 316 DEPOSIT # 115 RANGE OF RECEIPTS: 443220-443232 MONEY COLLECTED: 12/20/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION GRAND TOTAL TO BE DEPOSITED $ 12,258.12 PREPARED BY: Page 4 of 4 Gwyn Benedict ext 7604 DATE: 12/21 /2005 LIBIRARY FACILITIES ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ������� GRAND TOTAL TO BE DEPOSITED $ 12,258.12 PREPARED BY: Page 4 of 4 Gwyn Benedict ext 7604 DATE: 12/21 /2005 Status: ISSUEO_� APN: 061:490.012-000 1 Bin #:B-2_ Site Address: 183NORTHFORKRD BCK I Map index: f Owner (Title): JAILLEN_RICHAR D H;& BAR BARi Project Title: II Contractor: I Applicant: JALLEN RICHARD,H.& BARBA Contr Phone: I Architect: I Contr. Lia # I Engineer: JAUSMUS ENGINEERING J Description: NSF(1928)_ Fee Summary Construction Permit Fee: "$2,8-54.70, F1—j Planning: Misc. Permit Fees: $0.00, Fire: Strong Motion: 1,1-11—$12.53 PW -Land Dvlmt: Investigation Fees:_____ $0.00 PW Encroach: Other Agency/Impact: $0.00 Ag buffer: Other Fees: _,$0.00, Ag Statement: TOTAL FEES: —_ $2,867.23, Pre-Insp: Soils Rpt/Eng. Found: Fees Paid: _ $0.00 — Other:_SO-00 JBalance Due: Key Dates Applied: 1-1/04/2005j Approved: _!_!_ J BP Renewal: _!_/_J Issued: 12/20/2005_]. Expired: _!_/_J Finaled: _! /_ J Voided: I_1_, Census Data Census Class Code: UP-Jate Esit I Back Construction Information Permit Category: BLDG -REST( Construction Type: VN�J T otal Valuation: $125,320.00—J Total Square Feet: F,928_�J Permit Type: NEW „-J Required to Issue Contractor's Lic.: NPDES: Workers Comp: Water: rl Owner/Builder.Health: '( Sign Authorization: Sewer: Erosion Control Plan: School Fee: �: ! Chico Plumb: Deed Restriction: Recreation Dist: P-1 Plan Check: Fire Sprinkler: F -IJ AQMD: TRA: 101000 J High School District: JORO HI _ I MH Docs: J Elem School District: IPIONEER t Grant Deed J Water: I I MH Title/Statement J Sewer: I I Ltr-legal owner F1 Rec Dist: I I HCD check $$ Intialized: F11 -44/2005i ',KGRAHAM-„ J BP053004 APNf1061-490-012 OWNER: ALLEN TOTAL PERMIT COSTS $7,269.08 REINSPECTION FEE $109.98 REVISED PLAN CHECK FEE $54.99 $7,434.05 Building Pemdt Fees $2,964.68 SMIP $12.53 Res Dev Impact $4,196.87 SRA Review $95.00 LIBRARY LIBRARY LIBRARY ROADS SHERIFF SHERIFF FIRE FIRE processing processing Revised plan check fee $54.99 Retinspection fee $109.98 $7,434.05 SRA r FACILITIES MATERIALS VEH 8 EDP BRIDGES FAC VEH BEOP FACILITIES VEHBEOP auditor dev ser Fund 10 F10 F-1001 F1800 F1808 F1810 F1821 F1825 F1825CWIF F1825CWIF F1831 F1840 F7840 F1851 F1851 F050 F10 Receipt 9440460 Dated 11/4105 $1,346.86 $1,251.86 $95.00 $1,346.86' Receipt 0443225 Dated 1220/05 $5,922.22 $1,712.82 $12.53 $257.00 $599.81 $276.64 $0.00 $217.34 $146.20 $4.36 $1,206.78 $282.39 $137.79 $330.53 $638.03 $50.00 $50.00 $5,922.22 Receipt 0455845 Dated 6/19106 $109.98 $109.98 Receipt 0456539 Dated 8!7!06 $54.99 $54.99 $7,434.05 $3,129.65 Development Services Wednesday, September 20, 2006 BUILDING DIVISION Ver. 1.0 Counter Person Kourtni Fund 10 (Bldg Permits) $1,251.86 SRA Fees (Fire) B$46/$43 $95.00 Payment Date 11/04/2005 I SHR Fees (Sheriff) B$25/$335 $0.00 Permit Number 053004 I Copies/Document Sales $0.00 Receipt Number 440460 I CUA (Chico Urban Area) B$25 $0.00 Check Number or Cas I TUA (Therm. Urban Area) B$25/$570 $0.00 Parcel Number 061-490-012 I Water Tender Btln #= $200 $0.00 I Applicant Allen, Richard I West Chico Fire Station $75 $0.00 1 Witness Fees B/All $0.00 Received From same Recorders Fees (N.O.C) B$246/$54 $0.00 Thermalito Drainage $510 $0.00 Total Received ; 346.86 Oroville Area Traffic $75 $0.00 Total Fees To Collect, 346.86 NSF (Non Sufficient Funds) $25 $0.00 Notice of Violation B$150/$150 $0.00 NCSP Trails System $0.00 NCSP Roads/Bridges $0.00 NCSP Storm Drainage $0.00 i NCSP Fire Station $0.00' NCSP Parks $0.00 Value Type �� $0.00 I REQUEST FOR AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT DEPARTMENT: DEVELOPMENT SERVICES - BUILDING DIVISION DATE: 11/07/2005 BAG NUMBER: 328 DEPOSIT NUMBER: 87 RANGE OF RECEIPTS: 440446-440462 MONEY COLLECTED: 11/04/2005 DESCRIPTION FUND TITLE FUND CODE DEPT CODE ACCT CODE CASH CODE AMOUNT BLDG PERMITS BLDG INSPCTN 0010 440001 4210500 101001 $ 11,913.24 REMOVE NOTICE OF VIOLATION GENERAL FUND 0010 440001 4350903 101001 $ CHRG ON RET CHECK BLDG INSPCTN 0010 440001 4610105 101001 $ AVA COURT ORD RESTIT REIM AVA CRT ORD 0010 440001 4617252 101001 $ COPIES COPY SALES 0010 440001 4711910 101001 $ WITNESS FEES BLDG INSPCTN 0010 440001 4712523 101001 $ RECORDERS FEES GENERAL FUND 0010 470001 4613701 101001 $ FIRE COMMCL PLNG REV FEES FIRE PROTECTN 0100 4617237 101001 $ 252.00 FIRE PLNG APPL FEE (SRA) FIRE PROTECTN 0100 4617240 101001 $ 285.00 SMTP FEES SMIP FEES 1001 280 1011298 $ 20.80 SHERIFF DEVELOPMENT (SHR) SHER DEVL FEE 1800 280 1011811 $ 514.00 CHICO URBAN STREET IMPROVEMENT CHICO URBAN AREA 1800 280 1011815 $ - OROVILLE AREA TRAFFIC OROVILLE TRAFFIC 1800 280 1011817 $ CHICO VECINO DRAINAGE TRUST CHICO VECINO 1800 280 1011821 $ THERMALITO DRAINAGE THERM. DRAINAGE 1800 280 1011822 $ DRAINAGE DEPOSIT TRUST DRAINAGE DEP. TRUST 1800 280 1011823 $ SUB -DIVISION DRAINAGE TRUST SUB -DIV. DRAINAGE TRUST 1800 280 1011824 $ NCSP - TRAILS SYSTEM NCSP - TRAILS SYSTEM 1800 280 1011888 $ NCSP - ROADS & BRIDGES NCSP - ROADS & BRIDGES 1800 280 1011889 $ NCSP - STORM DRAINAGE NCSP - STORM DRAINAGE 1800 280 1011890 $ . - NCSP - FIRE STATION NCSP - FIRE STATION 1800 280 1011891 $ NCSP-PARKS NCSP-PARKS 1800 280 1011892 $ - CWIF - GENERAL GOVT. FACILITIES CWIF-GEN. GOVT. FACILITIES 1808 280 101001 $ 1,089.70 CWIF - GENERAL GOVT. EQUIPMENT CWIF-GEN. GOVT. EQUIP 1810 280 101001 $ 502.58 CSD #770 - BUTTE CREEK CSD #770 BUTTE CREEK 1821 280 1011970 $ CSD #771 - COMANCHE CREEK CSD #771 COMANCHE CREEK 1821 280 1011971 $ CSD #772 - LITTLE CHICO CREEK CSD #772 LITTLE CHICO CREEK 1821 280 1011972 $ CSD #773 - BIG CHICO CREEK CSD #773 BIG CHICO CREEK 1821 280 1011973 $ CSD #774 - LINDO CHANNEL CSD #774 LINDO CHANNEL 1821 280 1011974 $ CSD #775.- S.U.D.A.D. DITCH CSD #775 S.U.D.A.D. DITCH 1821 280 1011975 $ CSD #776 - MUDD-SYCAMORE CREEK CSD #776 MUDD-SYCAMORE CREEK 1821 280 1011976 $ CSD #777 - P.V. DITCH CSD #777 P.V. DITCH 1821 280 1011977 $ CWIF - LIBRARY - FACILITIES CWIF-LIBR - FACILITIES 1825 280 1011826 $ 394.85 CWIF - LIBRARY - MATERIALS CWIF-LIBR - MATERIALS 1825 280 1011827 $ 265.61 CWIF - LIBRARY - VEHICLE & EQUIPMENT CWIF-LIBR - VEH & EQUIP 1825 280 1011828 $ 7.92 CWIF - ROADS & BRIDGES (NCSP/CUA) CWIF-ROADS & BRIDGES 1831 280 1011001 $ 1,916.65 CWIF - SHERIFF - FACILITIES CWIF-SHR - FACILITIES 1840 280 1011841 $ 513.03 CWIF - SHERIFF - VEHICLE & EQUIPMENT CWIF-SHR - VEH & EQUIP 1840 280 1011842 $ 250.33 CWIF - FIRE - FACILITIES CWIF-FIRE - FACILITIES 1851 280 1011852 $ 600.50 CWIF - FIRE -VEHICLE & EQUIPMENT CWIF-FIRE - VEH & EQUIP 1851 280 1011853 $ 1,159.13 WATER TENDER FEE BATTALION #7 1851 280 1011867 $ TOTAL $ 19,685.34 Revised 11/2/2005 PREPARED BY: Gwyn Benedict ext 7604 Revised 11/2/2005 DATE 11/7/2005 BAG # 328 DEPOSIT # 87 RANGE OF RECEIPTS: 440446-440462 MONEY COLLECTED: 11/04/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 4 10 -10 -10 -10 F-10 -10 -10 F-0100 -0100 -1001 BUILDING PERMITS REMOVE NOTICE OF VIOLATION RETURN CHECK FEE AVA COURT RESTITUTION COPIES PUBLIC SALES WITNESS FEES RECORDERS FEES FIRE - COMMCL PLNG REV FEES FIRE - SRA SMIP FEE PERMIT# RECEIPT# 4210500 4350903 4610105 4617252 4711910 4712523 4613701 4617237 4617240 280 101001 101001 101001 101001 101001 101001 101001 101001 101001 1011298 052993 440446 $ 1,246.06 052294 440447 $ 55.00 052758 440448 $ 1,585.43 $ 13.11 052995 440449 $ 1,246.06 052997 440450 $ 219.96 052996 440451 $ 1,110.42 $ 84.00 052998 440451 $ 1,086.50 $ 84.00 052999 440451 $ 658.56 $ 84.00 _ 053000 440452 $ 285.95 (_ M 052969 440453 $ 329.94 052984 440453 $ 329.94 053001 440454 $ 109.98 053002 440455 $ 55.00 void 440456 053003 440457 $ 373.93 052434 440458 $ 329.94 $ 6.15 051906 440459 $ 329.94 $ 0.50 051907 440459 $ 329.94 $ 1.04 053004 440460 $ 1,251.86 $ 95.00 053005 440460 $ 395.93 $ 95.00 052705 440461 $ 54.99 053006 440462 $ 527.91 $ 95.00 $ 11,913.24 $ - $ - $ - $ - $ $ - $ 252.00 $ 285.00 $ 20.80 Page 1 of 4 Revised 11/2/2005 DATE 11/7/2005 BAG # 328 DEPOSIT # 87 RANGE OF RECEIPTS: 440446-440462 MONEY COLLECTED: 11/04/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Revised 11/2/2005 DATE 11/7/2005 BAG # 328 DEPOSIT # 87 RANGE OF RECEIPTS: 440446-440462 MONEY COLLECTED: 11/04/2005 Page 2 of 4 Page 3 of 4 ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 2 of 4 Page 3 of 4 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Revised 11/2/2005 DATE 11/7/2005 BAG # 328 DEPOSIT # 87 RANGE OF RECEIPTS: 440446-440462 MONEY COLLECTED: 11/04/2005 Page 4 of 4 LIBRARY MATERIALS ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 4 of 4 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION GRAND TOTAL TO BE DEPOSITED I $ 19,685.34 PREPARED BY: Gwyn Benedict ext 7604 DATE: 11/07/2005 LIBRARY . . BRIDGES ���� GRAND TOTAL TO BE DEPOSITED I $ 19,685.34 PREPARED BY: Gwyn Benedict ext 7604 DATE: 11/07/2005 Wednesday, September 20, 2006 Development Services BUILDING DIVISION Ver. 1.0 Counter — Kourtni Person Fund 10 (Bldg Permits) $54.99 SRA Fees (Fire) B$46/$43 $0.00 Payment Date 08/07/2006 ` SHR Fees (Sheriff) B$25/$335 $0.00 Permit Number 1053004 I Copies/ Document Sales $0.00' Receipt Number 456539 ( CUA (Chico Urban Area) B$25 $0.00 Check Number or Cas ( TUA (Therm. Urban Area) B$25/$570—$0.00 Parcel Number 061-490-012 I Water Tender Btln #= $200 $0.00 Applicant RICHARD H ALLEN ( West Chico Fire Station $75 $0.00 Witness Fees B/All $0.00 — Received From SAME F I Recorders Fees (N.O.C) B$246/$54 $0.00 Thermalito Drainage $510 $0.00 ' Total Received _ ~'$54.99 �� Oroville Area Traffic $75 $0.00 Total Fees To Collect ' -- ��54.99�- - � NSF (Non Sufficient Funds) $25 $0.00 � j Notice of Violation B$150/$150 $0.00j NCSP Trails System $0.00 NCSP Roads/ Bridges $0.00 I NCSP Storm Drainage $0.00 NCSP Fire Station $0.00 I NCSP Parks $0.00' Value Type $0.00 Revised 11/28/2005 DATE 8/8/2006 BAG # 316 RANGE OF RECEIPTS: 456536-456551 MONEY COLLECTED: 08/07/2006 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 4 F-10 F-0100 -1001 F-10 F-10 F-10 F-10 F-10 F-10 F-0100 BUILDING PERMITS FIRE - SRA SMIP FEE COPIES PUBLIC SALES REMOVE NOTICE OF VIOLATION RETURN CHECK FEE AVA COURT RESTITUTION WITNESS FEES RECORDERS FEES FIRE - COMMCL PLNG REV FEES PERMIT# RECEIPT# 4210500 101001 4617240 101001 280 1011298 4711910 101001 4350903 101001 4610105 101001 4617252 101001 4712523 101001 4613701 101001 4617237 101001 061886 456536 $ 55.00 052106 456537 $ 109.98 061887 456538 $ 55.00 053004 456539 $ 54.99 061888 456540 $ 923.98 $ 95.00 061878 456541 $ 357.44 061721 456542 $ 329.94 $ 7.79 061889 456543 $ 109.98 061890 456544 $ 302.50 061891 456545 $ 329.94 $ 95.00 061892 456546 $ 1,195.24 $ 95.00 061893 456547 $ 219.96 061894 456548 $ 549.90 052009 456549 $ 54.99 061895 456550 $ 467.42 061896 456551 $ 1,056.96 $ 204.98 $ 6,173.22 $ 497.77 1 $ - $ - $ - $ - $ - $ - $ Page 1 of 4 Revised 11/28/2005 DATE 8/8/2006 BAG # 316 RANGE OF RECEIPTS: 456536-456551 MONEY COLLECTED: 08/07/2006 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Revised 11/28/2005 DATE 8/8/2006 BAG # 316 RANGE OF RECEIPTS: 456536-456551 MONEY COLLECTED: 08/07/2006 Page 2 of 4 Page 3 of 4 OROVILLE AREA TRAFFIC —0rmrz?-,Wfflrer47=; THERMALITO DRAINAGE DRAINAGE DEPOSIT TRUST STORM DRAINAGE ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 2 of 4 Page 3 of 4 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Revised 11/28/2005 DATE 8/8/2006 BAG # 316 RANGE OF RECEIPTS: 456536-456551 MONEY COLLECTED: 08/07/2006 Page 4 of 4 DRAIN AREA # 770 DRAIN AREA # 772 DRAIN AREA #773 DRAIN AREA # 775 LIBRARY FACILITIES LIBRARY MATERIALS ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 4 of 4 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION GRAND TOTAL TO BE DEPOSITED $ 10,009.71 PREPARED BY: Gwyn Benedict ext 7604 DATE: 08/08/2006 ��-�� • • —R WA-D—S & BRIDGES —SHERIFF I FACILITIES SHERIFF VEH EQUIP GRAND TOTAL TO BE DEPOSITED $ 10,009.71 PREPARED BY: Gwyn Benedict ext 7604 DATE: 08/08/2006 Wednesday, September 20, 2006 Development Services - BUILDING DIVISION Ver. 1.0 Counter Karen Person $109.98 SRA Fees (Fire) B$46/$43 Payment Date 06/19/2006 Permit Number 1053004 Receipt Number 1455845 ' Check Number or Cas I Parcel Number 061-490-012 I Applicant JALLEN Received From (SAME- REINSPECTION FEE Total Received i 109 _.. �._.F.�_ $.98 Total Fees To Collect $1 a $109.98 j Fund 10 (Bldg Permits) $109.98 SRA Fees (Fire) B$46/$43 $0.00 SHR Fees (Sheriff) B$25/$335 r $0.00 Copies/ Document Sales $0.00 CUA (Chico Urban Area) B$25 F___ $0.00 TUA (Therm. Urban Area) B$25/$570 $0.00 Water Tender Btln #= $200 $0.00 , West Chico Fire Station $75 $0.00 Witness Fees B/All $0.22j Recorders Fees (N.O.C) B$246/$54 $0.00 Thermalito Drainage $510 $0.00 Oroville Area Traffic $75 NSF (Non Sufficient Funds) $25 $0.00 Notice of Violation B$150/$150 E $0.00 NCSP Trails System $0.00 NCSP Roads/Bridges $0.00 NCSP Storm Drainage $0.00 NCSP Fire Station $0.00 NCSP Parks woo Value Type $0.00 Revised 11/28/2005 DATE 6/20/2006 BAG # 330 RANGE OF RECEIPTS: 455827-455848 MONEY COLLECTED: 06/19/2006 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 4 F-10 F-0100 F-1001 F-10 F-10 F-10 F-10 F-10 F-10 F-0100 BUILDING PERMITS FIRE - SRA SMIP FEE COPIES PUBLIC SALES REMOVE NOTICE OF VIOLATION RETURN CHECK FEE AVA COURT RESTITUTION WITNESS FEES RECORDERS FEES FIRE - COMMCL PLNG REV FEES PERMIT# RECEIPT# 4210500 101001 4617240 101001 280 1011298 4711910 101001 4350903 101001 4610105 101001 4617252 101001 4712523 101001 4613701 101001 4617237 101001 061206 455827 $ 329.94 $ 11.76 061210 455828 $ 329.94 $ 1.84 061208 455829 $ 329.94 $ 1.38 061450 455830 $ 275.00 060514 455831 $ 54.99 061104 455832 $ 230.96 061451 455833 $ 192.50 052632 455834 $ 54.99 053175 455835 $ 2,104.14 $ 23.31 061452 455836 $ 802.86 $ 95.00 061453 455837 $ 329.94 $ 95.00 061454 455838 $ 165.00 060937 455839 $ 428.92 $ 2.59 455840 $ 54.99 061455 455841 $ 165.00 061456 455842 $ 1,138.63 $ 95.00 061457 455843 $ 142.98 051096 455844 $ 54.99 053004 455845 $ 109.98 061458 455846 $ 55.00 061459 455847 $ 219.96 061460 455848 $ 357.43 061461 455848 $ 934.83 $ 8,862.91 $ 285.00 $ 40.88 $ - $ - $ - $ - $ - $ - $ - Page 1 of 4 Revised 11/28/2005 DATE 6/20/2006 BAG # 330 RANGE OF RECEIPTS: 455827-455848 MONEY COLLECTED: 06/19/2006 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Revised 11/28/2005 DATE 6/20/2006 BAG # 330 RANGE OF RECEIPTS: 455827-455848 MONEY COLLECTED: 06/19/2006 Page 2 of 4 Page 3 of 4 �11:1U1• �� THERMALITO.DRAINAGETIRST • .• STORM DRAINAGE ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 2 of 4 Page 3 of 4 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Revised 11/28/2005 DATE 6/20/2006 BAG # 330 RANGE OF RECEIPTS: 455827-455848 MONEY COLLECTED: 06/19/2006 Page 4 of 4 GENERAL GOVT. FACILITIES GENERAL GOVT. EQUIPMENT DRAIN AREA # 770 ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 4 of 4 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION GRAND TOTAL TO BE DEPOSITED Is 16,724.38 PREPARED BY: Gwyn Benedict ext 7604 DATE:. 06/20/2006 REQUEST FOR AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT DEPARTMENT: DEVELOPMENT SERVICES - BUILDING DIVISION DATE: 08/08/2006 BAG NUMBER: 316 RANGE OF RECEIPTS: 456536-456551 MONEY COLLECTED: 08/07/2006 DESCRIPTION FUND TITLE FUND CODE DEPT CODE ACCT CODE CASH CODE AMOUNT BLDG PERMITS BLDG INSPCTN 0010 440001 4210500 101001 $ 6,173.22 REMOVE NOTICE OF VIOLATION GENERAL FUND 0010 440001 4350903 101001 $ CHRG ON RET CHECK BLDG INSPCTN 0010 440001 4610105 101001 $ AVA COURT ORD RESTIT REIM AVA CRT ORD 0010 440001 4617252 101001 $ COPIES COPY SALES 0010 440001 4711910 101001 $ WITNESS FEES BLDGINSPCTN 0010 440001 4712523 101001 $ RECORDERS FEES GENERAL FUND 0010 470001 4613701 101001 $ DEVELOPMENT SERVICES - CWIF PROC FEE DEV SRVCS - CWIF PROC FEE 0010 440001 4617999 101001 $ 50.00 AUDITORS - CWIF PROC FEE AUD - CWIF PROC FEE 0010 050 4617998 101001 $ 50.00 FIRE COMMCL PLNG REV FEES FIRE PROTECTN 0100 4617237 101001 $ FIRE PLNG APPL FEE (SRA) FIRE PROTECTN 0100 4617240 101001 $ 497.77 SMIP FEES SMIP FEES 1001 280 1011298 $ SHERIFF DEVELOPMENT (SHR) SHER DEVL FEE 1800 280 1011811 $ 288.00 CHICO URBAN STREET IMPROVEMENT CHICO URBAN AREA 1800 280 1011815 $ OROVILLE AREA TRAFFIC OROVILLE TRAFFIC 1800 280 1011817 $ CHICO VECINO DRAINAGE TRUST CHICO VECINO 1800 280 1011821 $ THERMALITO DRAINAGE THERM. DRAINAGE 1800 280 1011822 $ DRAINAGE DEPOSIT TRUST DRAINAGE DEP. TRUST 1800 280 1011823 $ SUB -DIVISION DRAINAGE TRUST SUB -DIV. DRAINAGE TRUST 1800 280 1011824 $ NCSP -TRAILS SYSTEM NCSP - TRAILS SYSTEM 1800 280 1011888 $ NCSP - ROADS & BRIDGES NCSP - ROADS & BRIDGES 1800 280 1011889 $ NCSP - STORM DRAINAGE NCSP - STORM DRAINAGE 1800 280 1011890 $ NCSP - FIRE STATION NCSP - FIRE STATION 1800 280 1011891 $ NCSP-PARKS NCSP-PARKS 1800 280 1011892 $ - CWIF - GENERAL GOVT. FACILITIES CWIF-GEN. GOVT. FACILITIES 1808 280 101001 $ 505.36 CWIF - GENERAL GOVT. EQUIPMENT CWIF-GEN. GOVT. EQUIP 1810 280 101001 $ 233.07 CSD #770 - BUTTE CREEK CSD #770 BUTTE CREEK 1821 280 1011970 $ - CSD #771 - COMANCHE CREEK CSD #771 COMANCHE CREEK 1821 280 1011971 $ CSD #772 - LITTLE CHICO CREEK CSD #772 LITTLE CHICO CREEK 1821 280 1011972 $ CSD #773 - BIG CHICO CREEK CSD #773 BIG CHICO CREEK 1821 280 1011973 $ CSD #774 - LINDO CHANNEL CSD #774 LINDO CHANNEL 1821 280 1011974 $ CSD #775 - S.U.D.A.D. DITCH CSD #775 S.U.D.A.D. DITCH 1821 280 1011975 $ CSD #776 - MUDD-SYCAMORE CREEK CSD #776 MUDD-SYCAMORE CREEK 1821 280 1011976 $ CSD #777 - P.V. DITCH CSD #777 P.V. DITCH 1821 280 1011977 $ CWIF - LIBRARY - FACILITIES CWIF-LIBR - FACILITIES 1825 280 1011826 $ 183.11 CWIF - LIBRARY - MATERIALS CWIF-LIBR - MATERIALS 1825 280 1011827 $ 123.18 CWIF - LIBRARY -VEHICLE & EQUIPMENT CWIF-LIBR - VEH & EQUIP 1825 280 1011828 $ 3.67 CWIF - ROADS & BRIDGES (NCSP/CUA) CWIF-ROADS & BRIDGES 1831 280 1011001 $ 732.28 CWIF - SHERIFF - FACILITIES CWIF-SHR - FACILITIES 1840 280 1011841 $ 237.92 CWIF - SHERIFF - VEHICLE & EQUIPMENT CWIF-SHR - VEH & EQUIP 1840 280 1011842 $ 116.09 CWIF - FIRE - FACILITIES CWIF-FIRE - FACILITIES 1851 280 1011852 $ 278.48 CWIF - FIRE - VEHICLE & EQUIPMENT CWIF-FIRE - VEH & EQUIP 1851 280 1011853 $ 537.56 WATER TENDER FEE BATTALION #7 1851 280 1011867 $ TOTAL $ 10,009.71 Revised 11/22/2005 PREPARED BY: Gwyn Benedict ext 7604 PLANNING DIVISION - BUILDING AN APPROVAL SITE PLAN P I'-- ........ ...... �D . ......... ..... ....... ------ ­ 7' ........... ­ 7 ........... ......... ..... ................... .................... ...... 7 ...... ................... ....... .... . .... ------- Use, te:. h I �1_1 ............ ..................... 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R-19 19 MR(Rtli EDGE DISTANCE BATT 9SUL. 1/2' GYP BD SILL NNUNG I6d 2X SOLE PLATE (U.N.O.) O L JOST 3/4- T&G PLYWOOD MAN. I, JOISTS L 2 J•y _ AA` 1 z oala MtPt F.oe o tw+c• uox a NAH i• LEE CMU R DIDM ALL -?HEAD AND TWFEADED ROD FOR DOL43LE 2X C44CIM TOGETHER LOW. 1w))10" TCAED SM EXTERIOR v JOINTS VERT. ROM. MOL. I JOIST O 16' O.C. OTHER OR 24' O.C. INSULATION E/ PER PLANS wpm m. w tr•w ptwr o. ttcalA lA.M APPLICATIOMA •,� SOLD fMD D1pOB SPILLARF a HOLD DOW: OSB OR EGUAL RIM r. �' L, . 5 w SEK YUOSILL O F'OIINOA7tOR I.TT�- LO C BC{ ON E01YL ( Vol-.Iwoc. No sFRaP ezpT/Dtft . J .i. e 80S U4c3 SdFEW9 a F111 ALL {k71E9 T. A35.s 0� SC L P'A mmil.11 e• FOR 637BSe e 5/6• A8 7- MIN EM6EDMENf r p sm" ,/•) P L 7e� I {a DF. /2 ORDER 4; {X{ POST 4 REBAR FROM ht(C �6 S S / s T fj J 10 1/2.10 t/2•.r DEEP GDNC. PIER. �mA AtamA 1 _ �. T p. SSTB /{ CONT 3- TOP AND BOTTOM i{_ ,j /`/ \ — •tr • ,a - I 11lkkk----\ (saR vregYt� - 111 t S am �IL 1•a f1fY1v I SPIAL BHMP RLCUfRi0 - 1 EXTERIOR FOOTING/WOOD FLOOR 2 3 INTERIOR PIER 4 TOP PLATE SPLICE 5 TYPICAL SSTB INSTALLATION 6 TYPICAL PHD INSTALLATION SEE DETAIL t FOR ADDITIONAL I:ORS {• YIN. WOOD ZX{ 26 C0. FLASHING ' SW;KG PER ELEVATIONS GYPSUM WALLBOARD ALN. 1 JOIST O 16" O.C. Zp-mu OR N' O.C. INSULATION 1/4' X5" LAG SCREW 1 PER PLANS UN.O. FlE1f>&E WATER CONY. /1 E 2 YIN. 26 YU05iLL w/ W W/ 2Q.3/16' WASHERS EN W a H / /\ T 6' O.C. EMBEDDED MW 7' A]S'F LAN TO P { 17E5 O 24' • \/\\�/ / S.C. GYPSUM wauBDARo SEE NOTES \/�\// .It(Uxo) WOOD 2X4 LEDGER UNDISTURBED SOIL I TANPEo FILL '` bQ L //\\ .. • /TOP MIND BOTTOM 3• FROM .. THE 1 /a• x3 LAG SCREW STRAPPING PERONEIT -THIRDA90 -TWRO •• WTT WI�SNEERSTWIPPO/C \� • C / EARTNN NS . v/\ \%� •1 '.. �L TO RESIST HORIZONTAL DISPLACEMENT tr t sIRA. PLOTS; WATEfl HEATER(5) ANCHORAGE/ STRAPNNG SHALL CONFORM TO 2000 CPG. .• tWo stom Ino s 0W 7 T EXTERIOR '7" FOOTING 8 WATER HEATER DETAIL 9 1011 12 PORCH/ RAISED FLOOR 1 I POST W/ POST BASE l- CONIC. SUB W/ I I SEE SECTION d 6+6 t0/10 W.W.Y. I FOUNDATION PLN Y Jd575 BLOM OVER t oaL01a IPP NAR z u+A•dewwRa wre ucx w.L.w INTERIOR SUPPORTS w •ttn enaw race m. L •-•'— — _ — +y - 3 3 5 a Xx 6— AY M•os. 1 OOItPOA.tAMl. 1 GOgiTI1011 M a. AEp Ill.Vse � . 01 (SIDE LYS�i vOx I'MFlOOlR6'D 4 M4K tYr Ml[ w alr• oc tx..o //����/��/ . i .'• . '... 1.' 2.6 P.T. MUDSRI MNL. i- JOISTS O 16' O.C. a A b •aWLL lams �t O o. SEE PLAN FORINSU I{ REBAR CDM. 3' FROM OR 24' TOP AND BOTTOM i �f) SGW J TAMPED FILL - I • / UNDISTURBED •' �. '7(ts• \�/�/�//\\/��////•/%/ STRAP1t6°ODt`D O T— 13 PORCH/ PATIO EDGE FOOTING 14 15 INTERIOR STEMWALL/ WOOD FLOOR 16 17 TOP PLATE SPLICE 18 BEAM STRAP NAIL GUSSET PLATE EA SIDE STANDARD TRUSS SCISSOR TRUSS INSULATION O SPLICE W/ ISG PROVIDE t - I/2- MIN. BEARING FOR EA GIRDER O POST 3 212 STRINGERS PER PLAN 2+ BLOCK MAN. TRUSSES TRUSSES W/ FIREBLOCK INSULATION PER BINS MR MP.GBEBENLN ETS PONTINE i 1/2- GYP. 60. INSULATION PER PLANS CUP IN BORON CONNECP,ON CHORD INTERIOR CHORD 6 INTERIOR RSE I u 2. CTP BO BACKING BEARING WALLS INTERSECTIONS CARDER MAN. TRUSS W/ 16' /B' GYP 80 2.4 SPACER 1 O.C. FILL r POST 2. BLOCK 3/{' CDx PLT S/B' TYPE 'x" . GUSSET . < r \° ' \\\\ -- \ \ .• .= GYP. BD. IF USABLE SPACE - S/B' GYP. ISD DOUBLE TOP PLATE 2K NAILER BACKING VAULTED CEILING 1/2" GYP BD ,- FLAT CEILING 1/2' GYP. BD SIDE VIEW UPPER CAM _UPPER 19 GIRDER SPLICE 20 STAIR DETAIL 21 22 23 FLAT CEILING VAULTED CEILING 24 BLOCKING/CLIPS ® LBC L (REMANUFACTURED TRUSS OR RAFTER AND CEILING JOIST (�2�0OA0[De tfAm I/2" COX PLY. PER PUN 2.2 BETWEEN OUTRK4ERS ISD COI NAU AT IV OC 2. ROW SHEATHING PER PLAIT DOL TOP PLATE 1/2' COX PLY 1 SHEATHING 2. RIDGE 9 6 L (CONTINUE ROW DLARLRAGM /1 4 ALL WIP FWG) /-ROOF ' 2. BASE PLATE 2.{ LAM VE ACK NOMDEO SCREENED LAVE VENT W/ \_•/�\+ S YALI a 'CALIF IRAMING PER PUN 1/2" CCK PLY O LAVES INSULAt10N BAFPlES O EVERY {M STOCK E. a. HANG R1DOE OOARD TION GAME GABLE END GABLE END iR1155 7A{ BLOCK }.ISO EACH NAIW (.ASAI fND EN 1/2' CC% PLT. GIRDER TRUSS A35 O {6' O.C. 1J TRW 1 O EAVES T S 6. GIRDER TRUSS (OR RUSH Q 24' O.C. AT 9L[tR1Y/I11.5 I TO V EXISTING TRU 2 DfAM) FER MN (\` 6. TRUSS HANGERS TO ISE d 1/6' SNE1R PLY/W BRACE AAO00-@' OC Ba O 6/12 1.4 TRIAL MPSON b TIE AT EACH TRUSS SPECIFIED AND SUPPLIED IST TRL55 MANUFACTURER PL onoAi OR O.��g SHEET C0.Yf. AT LGW ROOP 26 F/SOA 7 T. 2a 2. FRAMaFf: ASIS FRAMING ANGLE S PLY DEDDBETWEEN 6 L TRUSSES KY WOOD EOOf _ ^• ;?'!' (:+�I�I.'T`i ' 2. RAFTERS O 16" OR 24" - SIDING - SEE NAILING TO BLOCK 6. MT 2 X 6. TWO W 2{ OLIIRGGFFS O 2'-O' OG. YAX NOTCH INTO TRUSS AND " .. •. INIOUS 29 DRYWALL [�. i;, i; ;:'. ; % " '•.��. SACKING WITH (2) ROWS ISO ' COMMONS AT EA04 RAFTER BUR TIRO FIRST STANDARD, tN :• ; �.'�. :::) COMNgI NAILS AT 6' OC CONTACT TRUSS 2.2 BETMFEN OUIRILCFRS 25 CALIFORNIA FILL FRAMING 26 EAVE DETAIL 27 CALIFORNIA FILL FRAMING 28 BARGE TIES/ OUTRIGGERS 29 TYPICAL GABLE END GABLE END BRACE RE733G CIYD GNIGI_NELRING -k im 09 -30 -MV SCALE• NONE W -•W 1 N J W SHEET # 4 ,nmmja�ga�£Nn.- y§� p F�g:Ng5g F 'az 9r Zy a� MiN. G.E. i1Ll TRU55 m %'g FN 0'%72 -11 z .............. b N y I3^n� InAcTnc[551 .._....z'�� ' =m n n y,q Z N ♦Cy MAN. V411LTED a y TRUSSES O 24' O.C. v ' �O••� WN. i STAN TRUIS T1 w m o� �o G7 s OZ fAA = X0.4 �R ig g �✓: ri oN I Q -t H I� w pi ® N NNMAN. 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Hl�ON I _ 6020 SL SHELF` k POLE m rJo722'T - I vAuu e' cL I Amc AECESSJ 1 -i1--3'-6' rn 3:12 LA g F c o o N p 246a 0 C 2668 co N 6%12 n " 1 NOR p I o �' ` N Z ' 8 lA ^�• � �• N 3068_8 -FOLD LI 2666 r y r SBP— y6 ' •-- srr + ' m F� Ya p 3066 BI -FOLD m m _ ❑ g r o >c Oem v 10-3 g �S' �v2 o zJ r o m Z z —ul o �A� b :A - - -i o o 'U G z ,r� S r— N N 1 g ue D X b fAnNC &R r O 1 S 30'%22' A 3'-3 ow. I I Amc i -c _ y LcsS�r— G = S o o Z L o RANGE O = ii ul OOD O y \QJ O o �ZiO PROVIDE NON -REMOVABLE ANTI -SYPHON VALVE AT HOSE BIBBS J._0. .-O. ._.. 24'_0• .. Y u Kn i^N 1 V C iQ ;j ` _ �' b STORAGE Gu m 2030 2030 _ %_ A o > ` `$ m a - Tg i r 'Nit r -- - o 10 -S %c' (' O " : �=• e m a °3 zo3o p; ;;.p Pgo��I€ag" •Lyt fig- `� ooi >; w iri Q��P(x�FF ��F C) r/ p STORAGE _o: `1 is L om g D 2 b� D 'jig pAz ,• , •7 2•-A•-- 3'-g' IS'-II'--rojFF �iy� �, € Q .1 G $ u g SF 9 g x o0 °R 9 R T n t_ o n a i P. P. OA !pO � ag^ z _ m V �9y I .6 /y'f 877N�9v`� of P � A RESIDENCE FOR: DICK & BARBARA ALLEN NORTH FORK ROAD BERRY CREEK, CALIF. 95916 A.P.: 061-049-012 DRAWN BY BARRY RUBANOFF PO BOX 1123 BERRY CREEK, CA. 95916 TELEPHONE (530) 589-4102 X AIN1 g � o� Kt Am c boy"g � z o ggh Vl m za 0 P € 1 JOIST BLOCKS I 5 rj� TJI 110 ON EQUAL 9 MSN, 9 1/2- I Jobs O 18' O.0 O 48' O.C. Awa` F p n •�y� y�..YY �Z c r N � � u :oma O dao sgP 0 n >u - �_ 1n o .. Biu �ti�ii TTI1 OF 119. OF 9 Ft S I O � O '°g ISI p a• -al• 11'-bi- I I 1 •J � o 1 o I 1 1 I I I I I b I I I I I I I I r r I I mp N� I ! O1� I ;y r o P $� I ow N o. o r l m x � N I I• < I I ua 1 Ll -1 a I L I i r y � I j YN I ly I I >a$ 1 Eu gnN_311 ie- FT e•STE4 VALL yll yll I 'I �.1 o '. �p� 3. S' o• 0' 9• " LW Iltm u— I I x. I f I I N 'u� r a6• STEMWALLI SRI e rrc. i g g 1 3 I I a 12• I b j I l 0-- ux. Trp I i I II axe Ov. CWDER. NP. 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BC www JOB: Allen Dick lg� LOCATION: Bufte CO. MiTeko TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. BUILDING DIVISION APPROVED TRUSSES REQUIRE EXTREME CARE IN HANDLING g,j Fh'w1A, f'16 1-3 'aeR. i ea-a➢N t :� r . ^9 �' s " '� ` '" '1 a i i=sti a�i_Y,w`'� iN, M 51 "iz �r This Image was created with TIMBER PRODUCTS INSPECTION 0 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 Mit iTek TRUSS SCHEDULE Tails Project: ALLEN_DICK_SHOP County: BUTTE Contractor: Endeavor Homes Date: October 13, 2005 Roof: COMP Plan: Snow: 0 Drawn By: MW Tail Cut: Plumb Description GABLE END. Project: ALLEN_DICK_SHOP County: BUTTE Contractor: Endeavor Homes Date: October 13, 2005 Roof: COMP Plan: Snow: 0 Drawn By: MW Tail Cut: Plumb D�Ck & bar6ara Alley Stip Endeavor homes r -o- box 19+7 Qroville, Ca. 95965 (530) 534-0300 Re: Allen—Dick 00 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 8658201 thru R18658205 My license renewal date for the state of California is June 30, 2007. , '9??OFESS/p 9 aC17180 `T * EXP. 06/30/07 C10 - OF CAI \i October 14,2005 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Qty Ply 00 7-9-4 Plate Offsets (X Y): [2:0-2-10,0-1-8], [6:0-2-10,0-1-81, [9:0-4-0,0-3-0] R18658204 ALLEN_DICK C ROOF TRUSS 16 1 DEFL in (loc) I/dell Ud PLATES GRIP Job Reference (optional) nnaeavor nornes, urovme, ter\ aoaoo .......ay., -2-0-0 r— 7-9-4 15-0-0 22-2-12 30-0-0 32-0 :01 2-0-0 7-9-4 7-2-12 7-2-12 7-9-4 2-0-0 Scale = 1:56.6 4x4 = 4 5x8 = 1.5x4 11 M I6 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std Weight: 134 Ib BRACING TOP CHORD Sheathed or 4-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9,5-9 REACTIONS (Ib/size) 2=1179/0-5-8,6=117910-5-8 Max Horz2=62(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46, 2-3=-1865/0, 3-4=-1275/0, 4-5=-1275/0, 5-6=-1865/0, 6-7=0/46 BOT CHORD 2-10=0/1579,9-10=0/1579,8-9=0/1579,6-8=0/1579 WEBS 3-10=0/319, 3-9=-608/3, 4-9=0/757, 5-9=-608/3, 5-8=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard Q�OFESS/a C 17180 * EXP. 06/30/07 (P C[Vlill 7 �T OFCN.IFO� October 14,2005 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. 7777 Greenback ane Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 g y 9 Y P P g P Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown a is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding dk fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI7 Building Component � Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M iTe 7-9-4 7-2-12 7-2-12 7-9-4 Plate Offsets (X Y): [2:0-2-10,0-1-8], [6:0-2-10,0-1-81, [9:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.08 2-10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.19 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std Weight: 134 Ib BRACING TOP CHORD Sheathed or 4-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9,5-9 REACTIONS (Ib/size) 2=1179/0-5-8,6=117910-5-8 Max Horz2=62(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46, 2-3=-1865/0, 3-4=-1275/0, 4-5=-1275/0, 5-6=-1865/0, 6-7=0/46 BOT CHORD 2-10=0/1579,9-10=0/1579,8-9=0/1579,6-8=0/1579 WEBS 3-10=0/319, 3-9=-608/3, 4-9=0/757, 5-9=-608/3, 5-8=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard Q�OFESS/a C 17180 * EXP. 06/30/07 (P C[Vlill 7 �T OFCN.IFO� October 14,2005 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. 7777 Greenback ane Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 g y 9 Y P P g P Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown a is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding dk fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI7 Building Component � Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M iTe Symbols Numbering SystemL'` General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 8 " *Center plate on joint unless 4 1 �4 dimensions indicate otherwise. l . Provide copies of this truss design to the Dimensions are in inches. Apply FLJ f\ plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to beer tightly against each ��� TOP CHORDS other. Ufa ► �� .� C2 C3 3. Place plates on each face of truss at each _ joint and embed fully. Avoid knots and wane o O j �3 QU bC6 at joint locations. = \\O 4. Unless otherwise noted, locate chord splices 0- Uat Y<panel length ({- 6" from adjacent joint.) ca ci O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of * For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly not( -d, this design is not applicable for use with fire retardant or preservative treateU lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 X 4 Second 9. Lumber shall be of the species and size, and in all respects, equal to better than the perpendicular to slots. or dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. t0 SIatS. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ®® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. MM engineer. M 1ROP ' V'K7'q 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply o0 I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 R18658205 ALLEN DICK CGE ROOF TRUSS 2 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.03 Job Reference (optional) anaeavor nom-, vrovwe, �H aoyoo -2-0-0 1 2-0-0 -1 15-0-0 4x4 3x4 = 4x4 i 13 _ 1A 15-0-0 2-0-0 Scale = 1:60.0 3x4 = 30-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 25 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.03 25 n/r 90 BCLL 0.0 Rep Stress Incr YES WE 0.05 Horz(TL) 0.00 24 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 203 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr BOT CHORD 2 X 4 DF No.1 &Btr WEBS 2 X 4 OF Std OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 47 REACTIONS (Ib/size) 2=237/30-0-0, 24=233/30-0-0, 37=75/30-0-0, 35=33/30-0-0, 46=109/30-0-0, 45=96/30-0-0, 44=95/30-0-0, 43=96/30-0-0, 42=96/30-0-0, 41=96/30-0-0, 40=96/30-0-0, 39=98/30-0-0, 38=81/30-0-0, 34=101/30-0-0, 33=96/30-0-0, 32=96/30-0-0, 31=96/30-0-0, 30=96/30-0-0, 29=97/30-0-0, 28=91/30-0-0, 27=115/30-0-0, 26=49/30-0-0, 48=88/30-0-0 Max Horz2=62(load case 4) Max Uplift2=-62(load case 5), 24=-71 (load case 5), 45=-26(load case 4), 43=-3(load case 5), 42=-1 (load case 5), 41=-2(load case 4), 40=-2(load case 5), 39=-4(load case 5), 34=-2(load case 3), 33=-3(load case 5), 32=-1 (load case 5), 31=-2(load case 3), 30=-1 (load case 5), 29=-3(load case 5), 27=-24(load case 3) Max Grav2=237(load case 1), 24=233(load case 1), 37=75(load case 1), 35=65(load case 2), 46=130(load case 2), 45=96(load case 6), 44=95(load case 1), 43=96(load case 1), 42=96(load case 6), 41=96(load case 1), 40=96(load case 1), 39=98(load case 6), 38=82(load case 6), 34=102(load case 7), 33=96(load case 1), 32=96(load case 1), 31=96(load case 7), 30=96(load case 1), 29=97(load case 1), 28=91(load case 1), 27=115(load case 7), 26=85(load case 2), 48=88(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-59/37, 3-4=-41/40, 4-5=-24/53, 5-6=-21/62, 6-7=-21/72, 7-8=-21/81, 8-9=-21/91, 9-10=-21/100, 10-11=-21/111, 11-12=-17/118, 12-13=-25/17, 13-14=-31/15, 14-15=-22/119, 15-16=-21/102, 16-17=-21/87, 17-18=-21/72, 18-19=-21/57, 19-20=-21/42, 20-21=-21/30, 21-22=-21/21, 22-23=-21115, 23-24=-42/7, 24-25=0/45 BOT CHORD 2-46=0/75, 45-46=0/75, 44-45=0/75, 43-44=0/75, 42-43=0/75, 41-42=0/75, 40-41=0/75, 39-40=0/75, 38-39=0/75, 37-38=0/75 , 36-37=0/75, 35-36=0/75, 34-35=0/75, 33-34=0/75, 32-33=0/75, 31-32=0/75, 30-31=0/75, 29-30=0/75, 28-29=0/75, 27-28=0/75,26-27=0/75,24-26=0/75 WEBS 37-47=-51/0, 12-47=-51/0, 35-48=0/0, 14-48=-88/0, 3-46=-90/6, 4-45=-64/24, 5-44=-70/16, 6-43=-69/18, 7-42=-69/18, 8-41=-69/17, 9-40=-69/18, 10-39=-71/20, 11-38=-61/8, 15-34=-73/20, 16-33=-70/18, 17-32=-69/17, 18-31=-69/18, 1 19-30=-69/18, 20-29=-70/18, 21-28=-68/16, 22-27=-76/26, 23-26=-54/0, 12-14=0/101, 47-48=0/0 11 NOTES i 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead to and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 Continued on page 2 WARNING - Ver{/y design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. QRpFESS/O C A M 6Io C I7180 � r EXP. 06/30/07 C)V(\. :OF CAi_4Fo October 14,2005 7777 Greenback Ls Suite 109 Citrus Heights, CA, ■ai Symbols Numbering System t., General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3 " /q *Center plate on joint unless '�1 dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the building ll other rinterested property owner designer, parties. securely seat. J2 J3 J4 2. Cut members to beer tightly against each i/g TOP CHORDS c3 other. i/$, ♦ 4 cz J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane � 3 o at joint locations. s0 U �h 4. Unless otherwise not( -d, locate chord splices IL at'/4 panel length (±6" from adjacent joint.) O C8 cz cb BOTTOM CHORDS O 5. Unless otherwise not0-d, moisture content of * For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use With fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General practice is to cambor for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and in all respects, equal to or better than the x perpendicular to slots. Second dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise notal. 12. Anchorage and / or load transferring connections to trussas are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at which bearings (supports) occur. �®® 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTakC P4��74 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. DbTruss Truss Type Qty Ply 0 0 R1865820 LLEN_DICK —TE ROOF TRUSS 2 1 Job Reference o tional 0 ndeavor Homes, Oroville, CA 95965 6.20 s Jul 13 2005 MiTek Industries, Inc. Thu Oct 13 12:44:29 2005 Page 2 NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) 48 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard 7777 Greenback Lane ��• WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Suite 10g Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek°° fabrication, quality control, storage, delivery, erection and bracing, consult ANSI[TPII Quality Criteria, DSB-89 and BCSII Building Component safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 111111 WA'WICR, ". , — , _„__L___ Symbols Numbering System0 ­, General Safety Notes 'BA PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal injury 3/ *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all oth&r interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS C3 other. C2 J5 3. Place plates on eqch face of truss at each joint and embed fully. Avoid knots and wane o 0 5- U� VXIN at joint locations. M 0 U 2: U 4. Unless otherwise noted, locate chord splices CL o' at 1A panel length (± 6” from adjacent joint.) 0 0 C8 C7 ce BOTTOM CHORDS 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator, General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the x perpendicular to slots. dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907,4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WlSC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload rc)of or floor trusses with stacks of construction materials. BEARING Indicates location of joints atwithout (9) WR 14. Do not cut or alter truss member or plate prior approval of a professional which bearings (supports) occur. ai III I engineer. rp,10, (15) 717\1 V17!g 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIZ-7473 1993 M!Tek@ Holdings, Inc. k STANDARD GABLE END DETAIL PAGES1DOFX2 4DIAGONAL OR L -BRACING _-_ - _ 3/20/00 VARIES TO COM. 2 4x4 TRUSS _ 6,13„ � II �I ,11A l REFER TO TABLE BELOW -- 2X4 NO.2 OR BTR. DF -L -- 1X4 OR 2X3 (TYP) SHCA i HIND 1 1/2" (BY OTHERS) - 3 %f ` r• 24" MAX NOTCH AT 24" O.C. (MIN.) -- - 2X4 LATERAL BRACING TOP CHORD AS REQUIRED PER NOTCH DETAIL TABLE BELOW CONT. 13RG---- -0 S ANT MATCH COMMON TRUSS rI VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. SECTIC?I�l A -A LOADINC(psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANS195 TOP CHORD 2 X 4 DFL/SPF/HF - ND.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 3x5 = 24" O.C. END = M `\\ WALL RIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011 lZd- OVER 8'-6" 4 - 16d MAXIMUM VERTICAL STUD HEIGHT ACING OF VERTICALS I WITHOUT BRACE I WITH LATERAL BRACE I WITH 2 -LATERAL BRACE 12 INCH O.C. 1 6-0-0— ( 12-0-0 1 1 8-0-o WITH L - BRACE 24 INCH O.C. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG, ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6". a TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 1 OD NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES.RK 1 U 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 �0v1i%0FESSI0 Q C[ 19 CIVIL 0�-11 OF CAILW STANDARD GABLE END DETAIL PA�ES2�OFx2 4/26/00 4- 10d NAILS MIN. ,PLYWOOD SHEATHING /` TO 2X4 STD. DF -L BLOCK 2- 10d (TYP) 2X4 BLOCK SIMPSON A34 -------_T_._ i ` OR EQUIVALENT 4/j + 45" \�+ 2X4 STJD OR BTR SPACED @ 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF LEDGER BRACE. CONNECT AT END WITH STRON SACK W/ 4- 10d NAILS. MAX. LENGTH = T-0" GABLE END STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3;2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACKARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" APR 1 3 2904 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 44O.G. MAX, 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. LA- U d V— m Z Z m '— W C7 00 r CY. CL LLJ LO `r. M m , ce U w M CL m IIS !: I I _ �, ...;;�, �.�_-,�:;, nom_.____ .,„,,, �.�. .,w....�,,,� ,,, n , .r, , .., �.,;.� � � _n__, .—•n,.=A o „ �.,, �.,r -- EWE”, , ',. mjfof !)730U_> r,(I.,�qO r� 12 b-2- �JTTE T ITY v 2005 0 I GAS PACK I 0 HOLDOWN SCHEDULE USE SIMPSON HDQ8 WITH SSTBL28 (SINGLE POUR) OR SSTBL34 (TWO -POUR). SEE DETAILS ON DETAILS SHEET. \7i -0" TOP PLATE SPLICE USE MST60 FOR TOP PLATE SPLICES FOR WALLINES: CG 1. ALL LUMBER TO BE DOUG FIR #2 2 & 3 AND BETTER, STUDS TO BE STUD GRADE OR BETTER; UNLESS OTHERWISE NOTED USE ST6224 FOR TOP PLATE SPLICES FOR WALLINES LEG ND �) 0) A & C. 2. ALL HEADERS TO BE 6x12 D.F. UNLESS OTHERWISE NOTED O ��O L_ C:) 3. ALL CEILINGS TO BE 8'-0" UNLESS OTHERWISE NOTED SEE DETAIL ON DETAILS SHEET DE5IGNAIrED WALLINE � 4. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR W WITHIN 20'-0" OF PLUMBING CLEANOUT C,• Z-' 5. PROVIDE OPENING AS REQUIRED AND CONCRETE SLAB i W c FOR H.V.A.C. 6c) 6. INSULATE AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING U5 i_ 5HEA!RWALL EDGE UP SIDING a= U .. NAILING PE',R 5CHEDULE 7. SEE TITLE SHEET FOR ADDITIONAL NOTES PENETRATION IN 5HEARWALL8. PROVIDE P.T. VALVE, DISCHARGE LINE TO OUTSIDE & ANCHOR STRA S O IF APPLIES 5EE DETAIL ON4;1 TOP & BOTiOM AT WATER HEATER DETAILS SHEET z c� I g. BLOCK FOR TOWEL BARS MINIMUM LENGTH OF I 10. WINDOW AND SLIDING GLASS DOOR OPENINGS ARE PER CALL -OUT. 5HEAKWALL DOOR OPENINGS ARE CALL -OUT PLUS 2». 11. 4X6 & 4X4 POST SUPPORTING GIRDER TRUSSES SHALL BE CONTINUOUS TO FOUNDATION SILL PLATE. 12, SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE AS PER CPC SECTION 420.0. 4 2 3'-3" --- 10'-8" 2'-8" 10'-8" —6'-O„ _7» ,,_8 2'-6" _, _F34» 4" -1>, -6a>, 3,_0„ 3,_0» _ I nir��rnm nt Health UaO I I BEAM(18 BEA 18 8 �_ 1d STRAP 4 STRAP 4 0 ,S� 6 6' - 3 Q I I ��� (6'HS 4040 SL. 5040 SL 5040 SL. nni ----- ye 6 EGRESS EGRESS 4X12 BEAM TEMP - Q WH S 2"X60„2»RTUBo a o I DRY iV.T.O HOWER bN (---- i ! N I m I ( N° w I M 5030 TUB I ( I CONTINUOU5 5IW I I L_ — ° I W.I.C. I f ro a 3068 SC. I 8 BEDROOM #2 i a BEDROOM #3 o I 2'> LAUNDRYWASH J �! =I IN �) LINEN _ r—-� BATH # N � I I IN cn �I 01 XUU I co # XOw *-ICV L_M ¢ ¢� 2' - 0 T��A I I o B EAM 18 ! I e Q I STRAP 4 1 ENTRY L TILE ! SHOWER Q1 Q26 LINEN 2868 2.468 �8 cV N 2668 co VAUL 8' CL'G. 5 .1/8"X12" GLULAM lb 77 I ' PANTRY lot BEAM 24F -V4 «I I 4� I I REF. - Q x cV 5068 Bl—FOLD KITCHEN �I i00 OW Lp 'OI winZ oUP Q MASTER BEDROOM zo RAKE WALL DINING ROOM I °'� Q Q sV "bd PLATE HEIGHT N 9'-1 3/8" I rj Q TEMP. 650 SLL, 5068 SL. GL. DR, 6030 CONC. PAD B }O f -2 1 1'-5i»� — 1'-7"� / zI PLATE HEIGHT WOODSTOVE & 9'-1 3/8" `���I/ HEARTH INSTALL t ,PER MAN. SPECS FQ TEMP. GREAT ROOM 6068 SL. GL. DR. Q 6'_O„ 7030 CO C. PAD 2X6 FULL HEIGHT RAKE WALL 16" O.C. 0 i Q sos°Ise. I I M ' 5050 S( O 5p50 5L' I 1 14'-0" 12'-0" 12'_0» 8'-0" - - �� 7 3 � LOWER LEVEL FLOOR PLAN 154 OC BHT UPPER LEVEL FLOOR PLAN 380 SQ. FT. I- CG �) 0) N O ��O L_ C:) LL - W C,• Z-' 0�_ . ,LJ i W c V_ 6c) U5 i_ w a= U .. _C) 0 O m DRAWN BY: 8, RUBANOFF CHECKED: DATE: °-11-05 SCALE, JOB; ALLEN AUSMU5 �ENGIldEEKING z CIVIL ZNGINEERING DE 510 N PO 130; 5115 CHICO, CA 95,927 (5 0) 521-2645 �R,�FESS/p N 'GLASg9���� w N m No. 65286 09-:30-2007 s�9 ,IV1\ QF C A0 SHEET # 1 OF 7 1%9.00+ 9 0 i t 7 ;r ZZ fr (e r"f (t �i 1 r /i t r I PROPOSED 1928 RESIDENCE LEACH LINES SEPTIC CAN 03 CN VIII& 0 PGE . f L { t I l is {4 i � I —, - — -� E el f -,f Ix s s I ZY I I TEMP. - ... . ✓1 ".I _, ,5. ?. I i L o 4i� B EA u�i�r--,l . , •JII w t r1rir �ry-tII f , SH2 OWE0—R-tX, 7�2 F.G. TUB/ 5030 TUB CONI05/W LTO -f- 0 1 1 I OW.l.C. M 3068 SC.8 4 ! # > gEflR00M 3 2 LAU� WA LINEN o L J o! I=xuwI0 I BATH 2�0 IQIN, _0, D -BEAM 18 ENTRY STRAP 4 ¢ t -(D SHOWER ,�- LINEN 86 24682668 t GLU� (O r BEAM F REP. KITC )68 BI-• OLD H,UP zORAhE WALL Lp MASTER BEDROOM o G ROOM 12 PLATE H lGHT 9'- 1 3 8n PLATE HEIGHT WOODSTflVE �9- 13/8 _ARTN INSTALL TEMP: _R MAN. SPECS TEMP: Do e GR loX,a .f pip, —c,—S ' •' I - , t r 1 °. t� r _ (. ....,..> — ,i - iir,r� X6 U T RAKE WALL 16".0. C. ;1 t , ,1 �,. ii - a 'F f COU NT_ Y BUILDINGDIVISION IIIiI APPROVED 154$S4.FT. LOWER LEVEL J � 4 i I I t r a - , - I L , I 'I I � I i r I i � I i I DUTTE COUNIFY E.H- USr QNtY Plot Plan Attached Floor Plan Attached --::� A00 3 Sent to BD/DSIDS U 2b TO- Building Division — Development Service g)EVELO�'FNTEN T FROM. Environmental Health SUBJECT- Sanitation Clearance e4 Ownei Location AP# Plan Approved for: Sewage Disposal. L>L-.- Clearance for ( �--dWefling. Other Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well '/ 6�77� Environmentai �IeAth Specialist s D Building Clearance 9/2005 0 MASTER BEDROOM C-4 PLATE HEIG T-1 '3/8" b- 00 0 BEDROOM #2 1 iii T L 54� # F A H S BEA 4X 12 rn_�_� WH 2 X72" ti 3 X60 DRY V.T.C) F G. TUB L�7 SHOWER CON INUOU5 51W IT I 3068 SC. 8 4 BEDROOM #3 2�" LAUNDRY WASH L _j CL BATH C,4 BEAM rt 17 J.!NTRY < STRW!L -i III - 5" N r - TEMP. m WOODSTOVE & HEARTH INSTALL Pr R MAN. SPECS zo-- tA L r lffl�fZl Z RAKE WALL DINING 8 ROOM V-51 PLATE HEIGHT 9'—1 3/8" i� TEMP. Ec tv L 2X6 FULL HEIGHT RAKE WALL @ 16" O.C. r 7f —7 YA 9 LOWER- LEVEL FLOOR PLAIN 1,548SQ. FT. TEMP. II t 50300TUB J 01 W. I.C. C'� c', V) LINEN 1 X uj Cc) <_j 0 (o TILE fR 00 (o SHOWEWI,_ 00 (o cli cD MASTER BEDROOM C-4 PLATE HEIG T-1 '3/8" b- 00 0 BEDROOM #2 1 iii T L 54� # F A H S BEA 4X 12 rn_�_� WH 2 X72" ti 3 X60 DRY V.T.C) F G. TUB L�7 SHOWER CON INUOU5 51W IT I 3068 SC. 8 4 BEDROOM #3 2�" LAUNDRY WASH L _j CL BATH C,4 BEAM rt 17 J.!NTRY < STRW!L -i III - 5" N r - TEMP. m WOODSTOVE & HEARTH INSTALL Pr R MAN. SPECS zo-- tA L r lffl�fZl Z RAKE WALL DINING 8 ROOM V-51 PLATE HEIGHT 9'—1 3/8" i� TEMP. Ec tv L 2X6 FULL HEIGHT RAKE WALL @ 16" O.C. r 7f —7 YA 9 LOWER- LEVEL FLOOR PLAIN 1,548SQ. FT. 329.00' TIOM '� �gu- Li U O M Q N LAJ Z Z D � X ©0 LO c X c) a— LLI a m � LJ F— Q Q Mem o w 1341.00'