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HomeMy WebLinkAbout065-070-027Butte County Department of Development Services BUILDING, PLANNING AND CODE ENFORCEMENT 7 County Center Drive; Oroville, CA 95965 Main Phone (530)538-7601 Fax (530)538-7785 REQUEST FOR PERMIT COPIES Permits cannot be researched without an Assessor's Parcel Number and/or Address. FORM NO INF -06 ** COPY FEE IS $.25 FOR THE FIRST PAGE AND $.06 FOR EACH ADDITIONAL PAGE. NOTE: Copies of building plans are not covered by this request but instead are under California Health and Safety Code Section 19851-19853 and require written authorization from the property owner and the Registered Design Professional (RDP) before being duplicated and a separate fee. ASSESSOR'S PARCEL NUMBER: ADDRESS: V?6q r ► r 'r/lIN V40 COPIES OF: Permits ❑ Other: ❑ Everything CONTACT INFORMATION Contact Name: �zi� C-5�' fA-\j taA Mailing Address: i��►`D ����`� ��✓' Contact Number: b fib' �6 '7( Fax Number: Contact Email Address: Ac2lo1� � C� �` ll *******THIIS AREA FOR OFFICE USE ONLY******* Completed by: v Date Completed: "✓� 4 Amount Due: Customer Notified by: ❑Mail ❑Email ❑Phone Date Contacted: l'l / r ' KANEW_WEBSITEABuilding\Building Forms & DocumentsWpproved 2011 forms -handouts and on Iist\Request for copies INF -06 4.5.1 Ldoc Page 1 of 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: RAMBLING WAY Owner: Permit No: B06-2301 APN: 065-070-027 FAY, LINDA D ETAL Issued Date: 10/30/2006 By KCG Permit type: MISCELLANEOUS 15066 PINEHURST Subtype: Private Garage/Shop MAGAC 4 5 LIA, A 995 Expiration Date: 10/30/2007,� Description: DET -GARAGE 20X 24 (530) 873-5028 Occupancy: Zoning:, ►., ;< Contractor Applicant: Square Footage:r FAY, LINDA D ETAL Building Garage RemdVAddn 15066 PINEHURST 480 MAGALIA, CA 95954 Other Porch/Patio Total (530)873-5028 480 FEE INFORMATION Fire Ping Appl Fee (SRA) -Bldg $109.98 Fire Ping Appi Fee (SRA) -Fire- $95.00 Garage - Wood Frame $329.94 Garage - Wood Frame Plan Check $219.96 SMIP - Residential $1.15 Total Charged: $756.03 Fees Paid: $756.03 Balance Due: $0.00 Receipt No: B703 ' . LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION' Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the • basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/30/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; PI se check one of the following: Contractors Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE EICOMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR - t�' WORKERS', COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permitis oror one dollars ($100) es—or s ) ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/30/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those , Owners Signature Date provisions. X 10/30/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' MPENSATION COVERAGE IS UNLAWFUL, FU wnstruction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property ner or am thorized to n the property owner's behalf. ` CONSTRUCTION LENDING AGENCY 10/30/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] PVF Date the performance of the work for which this permit is issued. (3097 civ. code) [VtOwner ❑ Contractor OR; ElAgent for Owner ElAgent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* �i7, 'ii APPLICANT SIGNATURE X Q For office use only: OWNER INFORMATION Name Last Name �� \, WORKER'S COMPENSATION irst Name L /Nb Mailih Address Phone Fa E-mail City L Subdivision Name State Zip 5 5. Phone _ Planner Fax Date Approvgd: E-mail X:�- Z 711,9? 7"OYl L . �i7, 'ii APPLICANT SIGNATURE X Q For office use only: CONTRACTOR Name City Address WORKER'S COMPENSATION City State Zi Phone Fa E-mail Lic. # Class �i7, 'ii APPLICANT SIGNATURE X Q For office use only: ARCHITECT/ENG/NEE Name City Address WORKER'S COMPENSATION City 0 State Zip Phone l�ddre s Fax E-mail Subdivision Name State License Number �i7, 'ii APPLICANT SIGNATURE X Q For office use only: AP# O ✓� `D `7 Zoning City Flood Zone WORKER'S COMPENSATION SRA 0 No Occ. Name l�ddre s Type Const.w Subdivision Name Map Book Page Lot # Planner Date Approvgd: PERMIT NO. o�- 2"3 03 BINA n PROJECT LOCATION AP# O ✓� `D `7 roperty Address o) L /tJ Gv�4L/ City Cross Street -5/<y 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 l�ddre s Description or Scope of Work: FT- Livi Garage Open Cov 92 Structure Built without Permits Proposed Change of Occupancy �Note previous use): EXP T O OF APPLICATION plica or which a permit has not been issued will expire one ye after the date of application. In order to renew action on an appli tion aft a piration ane pplicati s and fee will be r uire F R REF Refu �yritt re est by th person who pathe fee. he request mu be made for to t n of the permit and no ons i n ilin fees, plan ft�an 1 g check fees for w k e e o er ep ment costs are not refundable. Received by:-�. Amount: ' Bldg SRA Receipt #: �- / Sheriff I I Date: / -6( 1. -2 V Total I I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name irsZ_ Mailing Address CityJ;'l 11-G, l2 � State ZipiS�� Phone 5_3 D 97 3 — Fax E-mail v %S.& APPLICANT INFORMATION CONTRACTOR Name City � ` ' D � State lid Address Phone Fax City E-mail State Zip Phone Subdivision Name Fax E-mail Page Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City � ` ' D � State lid Address Phone Fax City E-mail State Zip Phone Subdivision Name Fax E-mail Page State License Number APPLICANT INFORMATION Name L Address City � ` ' D � State lid Zip Phone Fax as -� E-mail APPLICANT SIGNATURE X For office use only: AP# Zoning City Flood Zone SRA I Yes I No Occ. LENDING AGENCY Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: 0 �2f =1 PERMIT NO. a�, 23 61 BIN # PROJECT LOCATION AP# Property Address 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 Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bTp. Amount: 2 /,'/(,Eldg t-11 SRA Receipt #: , 7T Sheriff /J3 Z SMTP Other T Date: Total I I _ BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Permit Number: B06-2301 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Job Address: RAMBLING WAY Contractor: Printed: 09/26/2006 2:44 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Fire Ping Appl Fee (SRA) -Fire - Fire Ping Appl Fee (SRA) -Bldg 0100 -450001-4617240-1010 $95.00 09/26/2006 $95.00 Garage - Wood Frame 0010-440001-4210500-1010 $109.98 Garage - Wood Frame Plan Check 0010-440001-4210500-1010 $329.94 SMIP - Residential 0010-440001-4210500-1010 $219.96 09/26/2006 $219.96 1001-0-280-1011298 $1.15 Printed By: Tammie Powell 756.03 $314.96 Balance Due: $441.07 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These.fees may be changed during the plan checking process. Signature: Date: 09/26/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2301 Location: RAMBLING WAY Parcel Number: 065-070-027 Owner Name: FAY, LINDA D ETAL Description: DET -GARAGE 20X24 Date: 09/26/2006 By: TMP Sub Type: Private Garage/Shop Phone: (530)873-5028 By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result inrevocation of grading and/or other permits or other santions provided by law. Signed: Title FILE Date: 09/26/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR j PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hitp:Hmunicipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2301 Location: RAMBLING WAY Parcel Number: 065-070-027 Date: 09/26/2006 Owner Name: FAY, LINDA D ETAL Phone: (530) 873-5028 Description: DET -GARAGE 20X24 Signature of Property Owner: /VC _ Date: 09/26/2006 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° 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. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° 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 unders state law, contact the Department of Benerit 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 thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing 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 requir3ed to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. OR NO) 2. ((HAV VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS 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 CITY PHONE CONTRACTORS LICENSE NO 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 AM A Description: DET -GARAGE 20X24 Reference Number: B06-2301 Applicant Name: FAY, LINDA D ETAL Signature of Property Owner: Date: 2o� fi 06 6'65- 070-a27 lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #-06 Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) 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. (b) 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. Rcvised 08/24/06 1 S A F E Is E I R E M E N T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Revised 03/24/06 2 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or roan made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Revised 08/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 6.01 Setback for Structure Defensible Space (a) 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. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, 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, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Rcviscd 08/24/06 4 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with -all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Rcviscd 08/24/06 5 704A.1.2 Roof coverings , Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.htmI Date Revised 08/24/06 6 Darren Read Fire Protection Planning lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #06 - Z -3y3 Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDF/Butte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) 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 (b) 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. Revised 08/24/06 1 S A F E R E Q U I R E M E N T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Revised 08/24/06 2 1273.11 GateEntrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Revised 08/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space (a) 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. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, 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, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Revised 08/24/06 4 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofinp, 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Revised 03/24/06 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.ort/Fireprevention/protplan/protplan.html Date Rcvised 08/24/06 6 Darren Read Fire Protection Planning FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 / Property Owners Name: Inspection Date: Building Permit # D6 Z3�1� Property Location: City: Phone: i Are sprinklers required" Yes ❑ No ❑ Are sprinklers installed" Yes ❑ N0 ❑ j tion Dates Inspector No. _ _ Violation/Remarks _ Cleared r � White Building d-parunent Yellow - Fire Prevention Pink Property Owner - _- --- 1272-00 MAwTENANCE OF DEFENsnax SPACE MEASURES 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 these standards daring a wildfire, provisions for annual maintenance shall be included in the development plans - -�and or shall be provided as a condition of the permit,parcel or map approval _ It is the property owner responsibility to annually provide defensible space measures around etrunchass on this property as required by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. 1273.10 DRIVEWAYS (a) All new driveway construction or an extension of an existing driveway shall comms -with Public Resources Code 4290 roadway requirements [s the driveway new or was it extended' Yes ❑ No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed to that jurisdiction's overall address system Accessory buildings will not be vertical clearance of 15' alonj its entire length required to have a separate address, however, each dwelling unit within a building Driveway width Vertical Clearance. shall be separately identified._ --- (c) Driveways exceeding 150' in length, but less than 800' in length, shall Is address correct? Yes ❑ No ❑ 1_274.09 SIZE OF LETTERSiNUMBERS AND SYMBOLS FOR ADDRESS provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400 apart. Driveway length'- (d) A turnaround shall be provided to all building sites on driveways over 300' in sign. Letters, Numbers and Symbols correct? Yes ❑ No ❑ len&th, and shall be within 50' of the building - 127410 NSTALLATIONiLOCATION _AND VISIBILITY OF ADDRESSES Turnaround &-twoe fi m burildmis _ - _- (a) All buildings shall have a permanently posted address, which shall be placed 1273.02 ROADWAY SURFACE at each driveway entrance and visible from both directions of travel along the The surface shall provide unobstructed access to conventional drive vehicles, road In all cases, the address shall be posted at the beginning of construction and i including sedans and fire engines. Surfaces should be established in conformance shall be maintained thereafter, and the address shall be visible and legible from the with local ordinances, and be capable of supporting a 40,000 pound load. 4" of road on which the address is located class 2 aggregate base shall be required for all driveways, turnouts and Correct? Yes ❑ No ❑ turnarounds. (b) Address signs along one-way roads shall be visible from both the intended Depthof aL-e are base direction of travel and the opposite direction i 1273.03 ROADWAY GRADES Correct? Yes ❑ No ❑ _ The grade for all roads, strects, private lanes and driveways shall not exceed 15%. j All grades over 1506 shall have 4- of class 2 aggregate base and 2" of asphalt I ' F -concrete No driveways allowed in excess of 20'-6. Correct? Yes ❑ No ❑ Paceotatteofskr�e___ "o (d) Where a roadway provides access solely to a single commercial or industrial 1273.04 ROADWAY RADIUS business, the address sign shall be placed at the nearest road intersection providing (a) No madway shall have a horizontal inside radius of curvattre of less than 50' access to that site and additional surface width of 4' shall be added to curves of 50-100' radius: 2' to Eom 100-200'. Correct? Ya ❑ No ❑ 1276.01 SETBACK FOR STRUCTURE DEFENSBLE SPACE those Questionable horizontal curve radius (b) 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'. Questionable vertical_c_t length -_ 1273.03 ROADWAY TURNAROUNDS Turnaroundsarerequired on driveways as specified in this article. The minimum practical effect ttanrng radius for a turnaround shall be 40' from the center line of the road If a —- --- SAMEE PRACTICAL PRACTICAL EFFECT RE UHMAIIENTS hammedwad-T is used, the top of the -T- shall be a minimum of 60' to Ieno�L If a Building Setback is less then 30' from all property lines and or the center of T ype of madway turnaround aced?- - _ Measure rnents?. -- the road, the following shall apply 1273._6 ROADWAY TURNOUTS • Class A roof- Correct" Yes ❑ No ❑ _ Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ on each end • Metal doors toward property line with insufficient setback Yes ❑ No ❑ RoMway turnout measurements and location • Siding on entire structure from the following list 1273.07 ROADWAY STRUCTURES r— _ _ dway _ `_ (a) All driveway road, street, and private lane mastructures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the muumu m vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. Budge cemficd by a registered Civil Ea_ g_uueer? Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance I limitations, core -way road or single lane conditions, shall Willed the capability of t each bndlLe. Coned signs installed? Yes ❑ No ❑ (c) A bridge with only one traffic lanc may be authorized by the local jurisdiction, however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends 1- I urriout nrsairancrits on each end _ i Are sprinklers required" Yes ❑ No ❑ Are sprinklers installed" Yes ❑ N0 ❑ j tion Dates Inspector No. _ _ Violation/Remarks _ Cleared r � White Building d-parunent Yellow - Fire Prevention Pink Property Owner - _- --- 1273.11 GATE ENTRANCES (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lanes) serving the )rate - Gate measurements on ends. 11 (b) All gates providing access from a road to a driveway shall be located at least 30' Brom the roadway and shall open to allow a vehicle to stop without obstructing trafficon that road. - Gdistance on driveway from road ate (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turninj radius shall be used. Turning radius measurements- 1274AS ADDRESSES FOR BUR DINGS _ All buildings shall be issued an address by the local jurisdiction. which conforms to that jurisdiction's overall address system Accessory buildings will not be required to have a separate address, however, each dwelling unit within a building shall be separately identified._ --- Is address correct? Yes ❑ No ❑ 1_274.09 SIZE OF LETTERSiNUMBERS AND SYMBOLS FOR ADDRESS Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3 8" stroke, retlectoiized, contrasting with the background color of the sign. Letters, Numbers and Symbols correct? Yes ❑ No ❑ ✓ 127410 NSTALLATIONiLOCATION _AND VISIBILITY OF ADDRESSES (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road In all cases, the address shall be posted at the beginning of construction and i shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located Correct? Yes ❑ No ❑ (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction i Correct? Yes ❑ No ❑ _ (c) Where multiple addresses are required at a single driveway, they shalf be — mounted on a sinelepost Correct? Yes ❑ No ❑ (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site Correct? Ya ❑ No ❑ 1276.01 SETBACK FOR STRUCTURE DEFENSBLE SPACE (a) All parcels I acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and or the center of the road. (b) For parcels less than 1 acre, the local Junsdiction shall provide for the same 1 practical effect —- --- SAMEE PRACTICAL PRACTICAL EFFECT RE UHMAIIENTS If a Building Setback is less then 30' from all property lines and or the center of the road, the following shall apply • Class A roof- Correct" Yes ❑ No ❑ • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list (a) Stucco -3 coat (b) Non combo aible Hardi-Board, Plank or similar siding (c) Masonry I (d) Metal e Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes ❑ No ❑ ✓ - - -- — A _ _ I 1276.0_2 DISPOSAL OF FLA11f11lABLE VEGETATIONA Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site developrrnat and construction, road and driveway can -auction, and fuel modifications shall be completed prior to completion of road construction or final inspection of a building permit Completed' Ye, ❑ No ❑ OTHER REQUIREMF_NTS INSTALLATION OF RESIDENTIAL FIRE _SPRI_NNI"S _ If your property was part of a parcel split after July 1991, you are required to install tesidennWil fire sprinklers, It is the property owner's responsibility to review IF the official parcel map to confirm if sprinklers are required i Are sprinklers required" Yes ❑ No ❑ Are sprinklers installed" Yes ❑ N0 ❑ j tion Dates Inspector No. _ _ Violation/Remarks _ Cleared r � White Building d-parunent Yellow - Fire Prevention Pink Property Owner - _- --- • FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 f Property Owners Name: Inspection Date: Building Permit # 0l7 6-3(;!� Property Location: City: Re -Inspection Dates Inspector 1 / / 3 Phone: 1272.00 MAINTENANCE OF DEFENSMLE SPACE MEASURES 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and, or shall be provided as a condition of the permit, parcel or map approval. It is the property owner responsibility to annually provide defeasible space measures around structures on this property as requved by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. 127310 DRIVEWAYS (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. Is the driveway new or was it extended? Yes ❑ No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' along its entire length. Ikivewa width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400' apart. Driveway length: (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. . Turnaround distance from b 1273.02 ROADWAY SURFACE The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. Depth of base: 1273.03 ROADWAYGRAD E4 The grade for all roads, streets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. of % 1273.04 ROADWAY RADIUS (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. Questionable horizontal curve radius: (b) 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'. Questionable vertical curve length_ 1273.05 ROADWAY TURNAROUNDS Turnarounds are required on driveways as specified in this article. The minimum turning radius for a turnaround shall be 40' from the center line of the road If a hammerhead -T is used, the top of the '"I"' shall be a minimum of 60' in length, TM ofroadwa tumarotwd used? Measurements? 1273.06 ROADWAY TURNOUTS Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper on each end. Roadwa tuanout measuaerrents and location: 1273.07 ROADWAY STRUCTURES (a) All driveway, road, stmt, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimums vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. Bride certified by aregistered Civil Engineer.) Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Cotrect signs installed? Yes ❑ No ❑ (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and tumour at both ends. Turnout measurements on each end: Re -Inspection Dates Inspector 1 / / 3 Phone: No. Violation/Remarks Cleared Distribution: White — Building department Yellow — Fire Prevention Pink — Property Owner 1273.11 GATE ENTRANCES (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. Turning radius measu ements: 1274AS ADDRESSES FOR BUILDINGS All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. Is address correct? Yes ❑ No ❑ 1274 09 SIZE OF LETTERS, NUMBERS AND SYMBOLS FOR ADDRESS Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. Letters, Numbers and S bols correct? Yes ❑ No ❑ 1274.10 INSTALLATION LOCATION AND VLSMILITY OF ADDRESSES (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. Correct? Yes ❑ No ❑ (b) Address signs along one-way roads shall be visible from both the intended direction of ravel and the opposite direction. Correct? Yes ❑ No ❑ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. Correct? Yes ❑ No ❑ 1276.01 SETBACK FOR STRUCTURE DEFENSU31LE SPACE (a) All panels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and'or the center of the road. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same ctical effect. SAME PRACTICAL EFFECT RE UIRENIENTS If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof -Correct? Yes ❑ No ❑ • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board. Plank or similar siding (c) Masonry (d) Metal (e) Other Bunte County Fire Department approved materials Correct siding used on entire structure? Yes ❑ No ❑ 1276.02 DISPOSAL OF FLAMMABLE 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, and fuel modification shall be completed prior to completion of road construction or final inspection of a btfilding pennit. Completed? Yes ❑ No ❑ OTHER REQUIREMENTS — INSTALIATION OF RESIDENTIAL FIRE If your property was par of a panel split after July 1991, you are required to install residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm ifs rinUers are required. Aresprinklers n 'red? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared Distribution: White — Building department Yellow — Fire Prevention Pink — Property Owner FIRE SAFE REQUIREMENTS' Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Property Owners Name: Inspection Date: Property Location: City: -tir, t 127L.IX1MARCRANCEOFDEFENSMLE.SPACEMEASURES+':' 4* 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans an or shall be provided as a condition of the permitarcel of map approval. It is the property owner responsibility to annually provide defensible space measures around structures on this property as required by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. X1273 0`DttIV)eWAYS,+ yea w,; +* �; a 1 ifs (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. Is the driveway new or was it extended? Yes ❑ No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' along its entire length. Driveway width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400' apart. Driveway length: (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. Turnaround distance from build' ri +1273.02aROADWAY5URFACE 7 5+0�+ _W% •Rf'" The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. Depth of base: direction of travel and the opposite direction. The grade for all roads, streets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. of % M f 1273.04 ROADWAY RADIUS'60 (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. r .n Questionable horizontal curve radius: (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designedto hold or divert water, shall benot less than 100'. onable vertical curve length: r""✓"0 a 1273.0 :ROADWAY Turnarounds are required on driveways as specified in this article. The minimum ';✓c' turning radius for a turnaround shall be 40' from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60' in length. Type ofroadway turnaround used? Measremerns? Ift 1+ 1273.0g'.ROADWAY TURNOUTS.;, Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper on each end. Roadwax turnout measurements and location: ' 1273.07#ROADWAY STRIICTURES "J) ? (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. :✓i? Bride certified by aregistered Civil Engineer.) Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. Turnout measurements on each end: Re-In3pection Dates Inspector 1 / / 21, 3 Phone: Building Permit #! 06 —Z 30,S 3_ .��" ,e1273.11rGATE _CES"""�+• :4A Y� w r`, ` i .� �'1*�,`�s; :,. 1+,.,, (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lanes serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the madway and shall open to allow a vehicle to stop without obstructing traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. easureme: T ' radius m� 1274.08 ADDRESSWA FOR BUII Dmf—'—'xh '" All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be required d to have a separate address; however, each dwelling unit within a building shall be separately identified. Is address correct? Yes ❑ No ❑ x:1274.09 SUZ OFLETTERS, MJMNERS AND SYMBQLS FOR ADDRESS Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, refiectorized, contrasting with the background color of the sign. / Letters, Numbers and Symbols correct? Yes ❑ No'❑ �1274.10 INSTALLATIONLOCATION AND -MMI .r[Y OF ADDRESS" (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. Correct? Yes ❑ No ❑ (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. Correct? Yes ❑ No ❑ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. Cornea? Yes ❑ No ❑ r .n I U7601 SETBA;CKFORSTRUCTURE DEFENSIBLE SPACE (a) All parcels I acre and larger shall provide`a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road. (b) For parcels less than I acre, the local jurisdiction shall provide for the same ractical effect. ';✓c' .. SAME PRACTICAL,EFFECT RE bIREMEN1s _.'4 ;r * it C:.rh: If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof- Correct? Yes ❑ No ❑ • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte Comity Fire Department approved materials Correct siding used on entire structure? Yes ❑ No ❑ :✓i? "1276 02 DISPOSAL OF FLAMMABLE VEGETA ION AND FUELS r 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, and fuel modification shall be completed prior to completion of road construction or final inspection of a building milt. Completed? Yes ❑ No ❑ %OTHERREQURiEMENTS INSTALLATION.OFRESIDENTIAL'FIREt L:S �xg9 (a.+�x�'�'.`-,-i's' ,'.�l��s ` a�'if''�, C'�:2,',•��i If your property was part of a parcel split after July 1991, you are required to install residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm ifs rinklers are required. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared lhstnbuthon: White — Building department Yellow — Fire Prevention Pink — Property Owner #n ii-ir-AT IHOP- - U .♦ Protect Your Home... and Property. Iff!¢,` Contact your local CDF ofce, fire department, ► . fte or Fire Safe Council for tipfis and assistance. Wil, 'aj www.fire.ca.gov TWO ZONES MAKE UP THE REQUIRED 100 FEET OF DEFENSIBLE SPACE: 1. Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. 2. Reduced Fuel Zone The fuel reduction zone in the remaining 70 feet (or to the property line). COMPLY WITH THE LAW AND HELP SAVE YOUR HOME BY CREATING DEFENSIBLE SPACE. Follow these guidelines: 1. Create a Lean, Clean and Green Zone Remove all flammable vegetation and any dead or dying plants within 30 feet of each building or structure. You may keep single trees or other vegetation that are trimmed of all dead and dying foliage and are well pruned and maintained. 2. Decrease Fuel in the Reduced Fuel Zone Surface litter consists'of fallen leaves, needles, twigs, bark, cones, pods, small branches, etc. Remove loose surface litter so it does not exceed a depth of three inches. Make It Safe: Logs, Stumps and Snags All logs and stumps should be removed unless they are embedded in the soil. If you keep an embedded log, remove nearby vegetation. A standing dead tree (snag) may be kept for wildlife providing there is only one snag per acre, and if the snag were to fall, it would not reach buildings or structures and would not land on roadways or driveways. Provide Fuel Separation and Treatment Guidelines for fuel treatment as published by CDF are designed to reduce the spread of wildfires. Choose option 2a or 2b. The best option for your property will be based on its characteristics (slope, vegetation sire, vegetation type -brush, grass, trees, etc. and other fuel characteristics). Properties with greater fire hazards will require larger separation between fuels. For example, a property on a steep slope with larger vegetation will require greater spacing between trees and shrubs than a level property that has small, sparse vegetation. S r 2a: Grasses Ideally, grass should not exceed four inches in height. In situations where these fuels are isolated from other fuels or where necessary to stabilize soil, grasses and forbs may reach a height of 18 inches. 2a: Horizontal Clearance for Shrubs and Trees Uncleared ground fuels provide an open freeway for the rapid spread and increased intensity of fire. Clearance between shrubs should be 4 to 40 feet depending on the slope of the land and size and type of vegetation. Check the chart below for an estimation of clearance distance. Any questions regarding requirements for a specific property should be addressed to your local fire official. SHRUBS From edge of one shrub to the edge of the next Flat to mild slope (o% to 20% slope) Two times (2x) the height of the shrub (Two shrubs 2' high should be spaced 4' apart) •'4 ._ Mild to moderate slope (20% to 40% slope) Four times (4x) the height of the shrub (Two shrubs 2' high should be spaced 8' apart) 2 a' • Moderate to steep slope (greater than 40% slope) Six times (6x) the height of the shrub (Two shrubs 2' high should be spaced12 t2' apart) T 2' 1 TREES From edge of one tree canopy to the edge of the next Flat to mild slope (0% to 20% slope) n w to feet Mild to moderate sl (20% to 40% slope) 20 feet Moderate to steep s (greater than 40% slog 30 feet 3 YOUR RESPONSIBILITY: California law (PRC 4291) requires property owners and/or occupants to create 100 feet of DEFENSIBLE SPACE around homes and buildings.* YOUR GOAL - TO CREATE A: Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. Reduced Fuel Zone The fuel reduction zone in the remaining 70 feet (or to the property line). 'Compliance to PRC 4291 is required by anyperson who owns, lenses, controls, operates or maintains it building or structure in or adjoining any motnttainous area, forest -covered lands, brush -covered lands, grass -covered lands or an), land that is covered with jlanrnable material and is within the State Responsibility Arca. PRC 4291 requires 100 feet of Defensible Space (or to the property line ifless than 100 feet) from every building or structure that is used for support or shelter of any use or occupancy. Owner, lessee or operator must also comply with all existing environmental protection laws and must obtain all necessary permits. Contact your local resource or planning agency officials to ensure compliance witlh federal, state and local requirements. 2a: Vertical Clearance for Shrubs and Tri Low branches create "ladders" from the ground fuels to the trees. To determine the proper vertical clearance between shrubs and the lowest branches of trees, use the formula below. X HEIGHT OF SHRUB = MINIMUM VERTICAL CLEARANCE Example: A five hoot shrub is growing near a tree. 3 x 5 =15 feet of clearance needed between the top of the shrub and the lowest tree branches. 3x height of shrub to lowest branches of tree. Note: A grouping of vegetation may be treated as a single plant if the foliage of the grouping does not exceed 10 feet in width. For example, three individual inanzanita planus growing in a cluster with a total foliage width of 8 feet can be "grouped" and considered as one plant. 2,b: Defensible Space with Continuous Tree Canopy To achieve Defensible Space while keeping a larger stand of trees with a continuous tree canopy, adhere to the guidelines below: Prune lower branches of trees to a height of six to 15 feet from the top of the vegetation below (or the lower 1/3 of branches for small trees). Properties with greater fire potential such as steeper slopes or more severe fire danger will require pruning heights in the upper end of this range. Remove all ground fuels greater than four inches in height. Single specimens of trees or other vegetation may be kept if they are well -spaced, well -pruned and create an overall condition that avoids the spread of fire to other vegetation or to structures. May, 2®®6 4 WHEN CREATING DEFENSIBLE SPACE, KEEP THESE SAFETY TIPS IN MIND: All equipment with an internal combustion engine must be equipped with an approved and operable spark arrestor. • Metal blades striking rocks can create sparks and start fires. Use caution. To protect water quality and habitat do not remove vegetation associated with water, avoid using heavy equipment near waterways and do not clear vegetation near waterways to the bare mineral soil. Keep soil disturbance to a minimum. OTHER HINTS TO SECURE A LEAN, CLEAN AND GREEN ZONE: Select less Flammable plants for your Lean, Clean and Green Zone: Shorter plants (less than 2 feet) are safer than taller ones. If kept green, herbaceous plants (grass and non -woody flowers) are better choices than shrubs and trees. If planting shrubs and trees, choose deciduous (trees that shed their leaves) ones over evergreens. Avoid planting juniper, pine and palms. • Remove tree limbs that are touching the house or deck, or are within 10 feet of the chimney. If limbs are encroaching on overhead lines, contact your telephone or power company for removal. • Use hard surfaces (concrete, stone, asphalt, brick, etc.) in your landscaping. Clear ALL flammable vegetation from within 10 feet of propane tanks. 5 Jos: Fay_Linda M19 LocaTiom Butte Co. MiTek® 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. _ ?I TRUSSES REQUIRE EXTREME CARE IN HANDLING ��� •S _�MAfttpTm mum& U, f' r. y {_ This Image was created withMCMt • s TIMBER PRODUCTS t INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 TRUSS MIQ SCHEDULE M iTe Tails Project: FAY LINDA County: BUTTE Contractor: Endeavor Homes Date: August 3, 2006 Roof: COMP Plan: Snow: 55# Drawn By: Mw Tail Cut: Plumb ��W .. Project: FAY LINDA County: BUTTE Contractor: Endeavor Homes Date: August 3, 2006 Roof: COMP Plan: Snow: 55# Drawn By: Mw Tail Cut: Plumb Linda I=ag Endeavor Homes 655 Cal OA KJ. Qroville, Ca. 95.965 (530) 534-0300 (530) 534-5269 191 OD M iTe W Re: Fay Linda 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: R22283446 thru R22283447 My license renewal date for the state of California is March 31, 2007. �OQµOFESS/pHA` - �����R S. r�Nc�Fy CD _UiC 046433 % * EXP. 3,)A. ) * , August 4,2006 Tingey, Palmer 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 tY y 00 Max Grav2=1961(load case 2), 6=1961(load case 3) TCLL 55.0 5 SPACING 2-0-0 822283446 FAY_LINDA A COMMON 11 1 Plates Plates Increase 1.15 TC 1.00 Vert(LL) -0.17 8-9 >999 Job Reference (optional) 5.4-14 + 10-0-0 } 14-7-2 i 2D-0-0 I22-0-0 2-0-0 5414 4.7-2 4-7-2 5.4-14 2.0-0 Scale = 1:38.9 4x6 = 4 3x9 = - 3x9 = 5x5 = 3x4 = 6-114 13-0-12 20-00 6-11-4 6-1-8 6.114 LOADING (ps Max Horc2=64(load case 7) Max'Uplift2=-114(load case 5), 6=-114(load case 6) Max Grav2=1961(load case 2), 6=1961(load case 3) TCLL 55.0 5 SPACING 2-0-0 CSI DEFL in .(loc) Vdefl L/d (Roof Snow --55.0)0.0 Plates Plates Increase 1.15 TC 1.00 Vert(LL) -0.17 8-9 >999 240 10.0 Increase 1.15 BC 0.60 VertL) -0.24 8-9 >966 180 BCLDL Rep Stress Incr YES WB 0.38 Horz(TL) 0.07 6 . n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) * EXP LUMBER TOP CHORD 2 X 4 DF No.16Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X4 DF Std PLATES GRIP MT20 220/195 Weight: 79 Ib BRACING TOP CHORD Sheathed or 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1755/0-5-8,6=1755/0-5-8 Max Horc2=64(load case 7) Max'Uplift2=-114(load case 5), 6=-114(load case 6) Max Grav2=1961(load case 2), 6=1961(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/147, 2-3=-3271/68, 3-4=-2824/46.4-5=-2824/47, 5.6=-3271/69, 6-7=0/147 BOT CHORD 2-9=-45/2975.8-9=0/2093,6-8=0/2975 WEBS 3-9=-726/101, 4-9=0/855, 4-8=0/855, 5-8=-726/101 NOTES - 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category Il; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 1 3) Overhang has been design for 2.00 times live load + dead load. _ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard OQRpFESS/pN� S r�Nc�Fti y����ER � m C 04..d * EXP August 4,2006 ® WARNIM7 - Ver(fy design parameters and READ NOTES ON TINS AND INCLUDED AUTEH REFERENCE PAGE MH 7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with M'Tek connectors. This design is based only upon parameters shown. and is for an individual building component. Suite 109 Applicability of design oromenters and proper Citrus Heights, CA, 95610 PP ty � P p per incorporation of component a responsibility of building designer -not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction's the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ Safety Information quality available from delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCS11 Building Component M �ek� Safety Information available hom Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. $ C2 C3 3. Place plates on each face of truss at each ` o joint ad embed fully. Avoid knots and wane hJ5 U, 0at joint locations. �+U U 4. Unless otherwise noted, locate chord splices OUat 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 C7 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of 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 a non-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 to Second 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the 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 ICBO 3907, 4922 provided at spacing shown on design. 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. engineer. MiTek° 15. Care should be exercised in handling, EO erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITek® Holdings, Inc. O Nss Truss Type ty y 00 Plates Increase 1.15 TC 0.81 Vert(LL) 0.00 17 n/r 120 MT20 220/195 DL 10.0 R22283447 FAY -LINDA AGE COMMON 2 1 WB 0.03 • BCDL 10.0 Code UBC/ANSI95 (Matrix) Job Reference (optional) Endeavor Homes, Oroville, Ca., Matt Wilson 6.200 s Jul 13 2005 MTek Industries, Inc. Thu Aug 03 12:27:14 2006 Page 1 -2-0-0 I 10-0-0 I - 20-0-0 I-00 2.0.0 10.0-0 10-041 2-40 Scale = 1:38.9 3x4 = 4x4 % 4x4 9 sn ' 3x4 = 20-" JXa - H 7� LOADING (psf) TCLL 55.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Roof Snow --55.0) Plates Increase 1.15 TC 0.81 Vert(LL) 0.00 17 n/r 120 MT20 220/195 DL 10.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.01 17 n/r 120 BCL0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 16 n/a ' n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 94 lb LUMBER BRACING TOP CHORD .2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT,CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std m • r REACTIONS (Ib/size) 2=557/20-0-0, 16=557/20-M. 24=201/20-0-0, 23=28/20-0-0, 30=192/20-0-0, 29=218/20-0-0, 28=194/20-0-0 27=203/20-0-0, 25=193/20-0-0, 22=189/20-0.0, 21=204/20-0-0, 20=194/20-0-0.19=218/20-0-0.18=192/20-M, 32=179/20-0-0 Max Horz2=64(load case 7) Max Uplift2=95(load case 5), 16=-103(load case 6), 29=-37(load case 7), 28=8(load case 7), 27=-15(load case 5), 25=14(load case 7), 22=-14(load case 8), 21=-16(load case 6), 20=8(load case 8), 19=37(load case 8) Max Grav2=917(load case 2), 16=917(load case 3), 24=216(load case 2), 23=56(load case 4), 30=192(load case 1), 29=326(load case 2), 28=214(load case 2), 27=244(load case 2), 25=232(load case 2), 22=229(load case 3), 21=245(load case 3), 20=213(load case 3), 19=326(load case 3), 18=192(load case 1), 32=193(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension y TOP CHORD 1-2=0/146, 2-3=-108/39, 3-4=40/48,4-5=-41/56, 5-6=-39/65, 6-7=40/73, 7-8=39/81, 8-9=-72/30, 9-10=-73/29, 10-11=-38/76, 11-12=-39/62, 12-13=-39/48, 13-14=-40/33, 14-15=-40/32, 15-16=-107/30, 16-17=0/146 - BOT CHORD 2-30=0/49, 29-30=0/49, 28-29=0/49,27-28=0/49, 26-27=0/49, 25-26=0/49, 24-25=0/49, 23-24=0/48, 22-23=0/49, 21-22=0/49 ,20-21=0149,19-20=0/49,18-19=0/49,16-18=0/49 WEBS 24-31=-187/10, 8-31=-187/10,23-32=0/0, 10-32=193/0, 3-30=-217/23, 4-29=-228/35, 5-28=206/29, 6-27=-211/30, 7-25=-209/29, 11-22=-205/30, 12-21=-212/31, 13-20=-206/29, 14-19=-228/35, 15-18=217/23, 8-10=0/53, 31-32=0/1 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1-2002. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 1' August 4,2006 A WARNING - Derj& design parameters and READ NOTES ON TRIS AND LNCLUDED ADTEE REFERENCE PAGE MB -7473 BEFORE USE. 7777 Greenback Lane ��® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights. CA, 95610Mf is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction B the respomibillily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ ®k fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality Criterla, DSB-89 and BCSII Building Component M 8 8ms Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury `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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/g ♦ c2 ca J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 _ �, 3 u at joint locations. = O U �5 U 4. Unless otherwise noted, locate chord splices O a at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ CB CI C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 197. 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 a non-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 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the 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 ICBO 3907, 4922 provided at spacing shown on design. 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 BEARING stacks of construction materials. 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. engineer. MiTek° ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. ry Ply o0 R222B3447 2 1 Job Reference (optional) 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Aug 03 12:27:14 2006 Page 2 • A O N53Truss Type FAY LINDA AGE COMMON Endeavor Homes, Orovllle, Ca., Matt Wilson LOAD CASE(S) Standard tt , M i A WARPONG - VerVY Y design MI Parameters and READ NOTES ON 7WS AND LNCWDED TER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 181 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/tPll Quality Criteria, DSB-89 and BCSII Building Component \ A ® Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. M iek e r Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property " Damage or Personal Injury 3 *Center plate on joint unless �4 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each �1 TOP CHORDS other. 1�8 -►� �~ cz c3 3. Place plates on each face of truss at each o and embed fully. Avoid knots and wane Dc,J5joint u , O at joint locations. U CJ 4. Unless otherwise noted, locate chord splices O a at Y. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~1 C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /8" from. outside edge A 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 a non-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. 4 X The first dimension is the width to Second 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the 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 ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. 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. engineer. MiTek5 17\7N] VW9 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. STANDARD GABLE END DETAIL QaO� ►o I/SAC - 20G 12h612005 PAGE 1 OF 2 4x4 = A CONT LOADINgpsf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 *DIAGONAL OR L -BRACING 9"30-06 REFER TO TABLE BELOW SEE PAGE 2/2 FOR —ALTERNATE BRACING DETAIL 1X4 OR 2X3 (TYP) OR �"'47F CAL �P 2X3 EACH FACE OR 2-10d OF CAL1iO TOE -NAILS VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT B" O.C. SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code ASCE 7-02 MITek Industries, Inc. Western Division EATHING 'OTHERS) —� VARIES 12• 31/2" X11/2" TO COM TRUSS 24" MAX II //I1 24' O.C. 2X4 LATERAL BRAC AS REQUIRED PER TABLE BELOW NOTCH AT :1�� 5 24" O.C. (MIN.) = TOP CHORD oil NOTCH DETAIL TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD END %GID CWALLEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0112 fU - OVER 8'-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 5-10-0 11-8-0 8-10-0 16 INCH O.C. 24 INCH O.C. 4-1-0 8-9-D R -4-n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 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". 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 10D NAILS SPACED AT Be 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. 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 AL WARZ G • Vert 7777 Greenback Lane f� design paramctars and READ NOTES ON TfD3 AND 7NCLVDED iH77BK REFERENCE PAGE AM -7473 BEFORE VSE. 4 Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design oramenlers andproper Inco component Is responsibility of building designer - not truss designer. Bracing shown Citrus He Is la lateralg Incorporation of cro Heights, CA }3581 support of ndlvidual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addlltonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. qually control storage, delivery, erection and bracing, consul) ANSI/TPII Quality Criteria, DSB•89 and BCSII Building Component M iTeka Safety Information available from Truss Plate Institute. &0 D'Onofdo Drive, Madison, W1.10719. STANDARD GABLE END DETAIL MII/SAC - 20G 12/16/2005 PAGE 2 OF 2 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (TYP) --� M DO -A 1 I i•• VI SIMPSON A34 — OR EQUIVALENT 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL ± 45° STRONGBACK 2X4 No. 2 OR BTR 2X4 BLOCK 2X4 sr JD OR BTR SPACED @ 5'-0" O.C. - SHALL BE PROVIDED AT EACH END OF BRACE EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHOP S W/ 4-10d NAILS. MAX. NGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL FES U ? ?Mb 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. 332X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = V-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG: OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. A WARMND • Fort fy design parameters and READ NOTES ON T11W AND INCLUDED W7ER REFERENCE PAGE AM -7473 BFJVRE USE. 7777 Greenback Lane �a Design volld for use on with Mtet connectors This design Is based on upon Suite 109 Mly p parameters shown, and Is far an Individual building component. Citrus Heights. Applicability of design pparomentersand proper Incarporotlon of component b responsiWilly of building designer- not truss designer. Bracing shown CA, 9581 Is for lateral support of indlvidual web memben only. Addilional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addlllonal permanent bracing of the overall structure Is the responslbIDty of the building designer. For general guidance regarding fabricatbn, qua8ty control, storage, delivery, erection and bracing, consult ANSI/TPii Quality Criteria, DSB-89 and BCSIt Building Component M iTekB Safety Information avaBahle from Truss plate Institute, 583 D'OnoMo Drive, Madison, WI 53719. SITE PLAN REVIEW APPLICATION / f Date: AP# Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: / �'�� �1�/� /4 Telephone No.: Situs Address: Proposed Use: V zf ` _15-00.8 Email. Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DE VELOPMENT SER VICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site P n Stamped Approved _ By �— Date _IT ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: N Snow Load Area: 205—oc� -140 IeX �f ❑ 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) n 9`z SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) Flood Zone: aC' / • Flood Panel No.: UYeO Index Date: ,Av/qff ❑ Sacramento River Reclamation District (Approval must be obtained from the Ca ifornia 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: I��Y Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 20 r Side D Side Street Rear l0 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 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 ----------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ 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:❑ No ❑ Yes Comments: ❑ 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 N Subdivision ME/Parcel Map: Map Date of Recording: A/2-1 2-9 3 Lot: 13 ❑ Use Permit/Minor Use Permit Permit Number: Book: q- 1� Page: 1'(o 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. ❑ -- ❑D NOTE S: Bw .a 0 ANY FURTHER 'DIVISION OF PARCELS ARE SUBJECT TO RURAL SUBDIVISION STANDARDS SU RVEYOR` S CERTIFICATE Th,, map uas prp­d by ;a a, under n., h,colon and C9nP4ed I— ­a,d d- and Is b- capon U 1:11d !I, IeY —1p. In. r.quir nss N MIP Acl .1 R. I h,raby c,y tjV. . 11 ;1 -,In Ins .1Pna­ 1-1w. Man and the ,,:,:,, 1-111W. Th -1 P­I.ns .( ­Plic.W. S1.1. L- and L=ol Udi­­ hOlf b- CmAlled e;M % Gory TfIlL.opinc 11 L COUNTY SURVEYOR'S CERTIFICATE rni. —a n- 6- -1-0 .is ? d., pf Scale-/ =Roo, 1973, W conf.r..... Nun M. rP9airemenls 0 S.cti­ 11575 of tht Slbdivi­* Map A- IWC.C. !I224 County 9urvoyor RECORDER'S CERTIFICATE Fil.d Inu d., of Col. .�V 1973. In B-. -s,-x of Pi-) W raW%esl al Serrol No. //15 90 LcJise Klumd,, Go's C. -Ir R­,a­ PARCEL MAP FOR ERPICST P. WOLFE Bei ng o portion of the S 1/2•of One N E N of Sec. I I- T. 23 N. — R. S E. M.D. B. -i M. Paradise, Butte Co., Coliforr.'i September, 1973 n. IMIEL E. OPPINWT1 aARf T. a zTeo L5 .75 ., s LICENSEDLAND SURVEY URS P.0 BOX— PAftsD1SC,"L1F0R1i1A,15.. OUP IUTTE OUNry 8 2007 RVICES 0 � v � -rA Zee �, tA Z.1`2 1114 �E ."� � .. r -- 4 -- -�-- -------- - ------- ' r X006-00565 94 AND WHE.N RECORDED MAIL TO: '�� Recorded I REC FEE 13.00 BUTTE COUNTY BUILDING DIVISION Official Records .1 7 COUNTY CENTER DRIVE County of I CXORNEO COPY 1.00 OROVILLE, CA 95965 Butte I CIRN M J. 6RUBB5 I County Clerk-Recorderl -1 CW 03:599 30Oct-M I Page 1 of 3 . IIICIIIIIIIIIIII111111111111111111 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT. FOR RESIDENTIAL DEVELOPMENT Section 26-8'ofthe Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned'for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date Zb /,3D /06:> PROPERTY. OWNERS: State of California County of 6,4 4c- �17 L WDA b . `AYC before me', %�/ Ab h // personally appeared I,i IJcicL (). F%y pe"&HORY iarown4e-me (or proved to me on the basis of satisfactory evidence) to be the person(&) whose name Wafre subscribed to the within instrument and acknowledged to me that -h<7 hey executed the same in hmis2berAtMr authorized capacity(ie&), and that by4i4s/her/their signature(.4on the instrument, the person(s) or the entity upon behalf of which the person(g) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: ' 4 JAMES LAMAR NINSER COMM. 61695391 . -+ - NOTARY Fusl.0 • CAI.IFORM � A.P. # Q--) 0 —nom -7 WWM COUNTY I► MY& Euku SePL 28.2010 ' 25'2006 20:31 t Description MID VALLEY TITLE & ESCROW dW EXHIBIT "A" Order No. BU -217110-2 AMM The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCELL PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 26, 1973, IN BOOK 48OF MAPS, AT PAGE(S) 26. EXCEPTING THEREFROM ONE HALF OF ALL MINERALS AND MINERAL, RIGHTS WHICH WERE RESERVED IN THAT CERTAIN TEED DATED NOVEMBER 4, 1948, AND RECORDED DECENIBER 20, 1948, IN BOOK 491, PAGE 328, OFFICIAL RECORDS. ALSO EXCEPTING THEIWROM ALL RIGHT, - TITLE AND INTEREST IN AND TO THE NMiF,RALS IN SAID LAND LYING BELOW A DEPTH OF 200.0 FEET FROM THE SURFACE, APN 065-070-027-000 RCM. - II: A NON-EXCLUSIVE EASEMENT OVER THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE CENTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 3 $AST. M D,Ii, & M., AND THENCE FOLLOWING ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 11, NORTH 001D 04' 08" EAST FOR 95.23 FEET TO A POINT IN THE NORTHERLY BOUNDARY LINE OF THE SKYWAY COUNTY ROAD; THENCE FOLLOWING ALONG SAID BOUNDARY LINE NORTH 370 06' 22" WEST FOR 100.00 FEET TO THE TRUE POINT OF BEGINNING, "THENCE FROM SAID TRUE POINT OF BEGINNING NORTH 520 53' 38" EAST FOR 75.83 FM TO A POINT IN SAID NORTH AND SOUTH CMTrER.LME OF SECTION 11; THENCE FOLLOWING ALONG SAID NORTH AND SOUTH CENTERLINE NORTH 009 04'08" EAST FOR A DISTANCE OF 487.78 FEET; THENCE SOUTH 890 51' 12" EAST AND PARALLEL YMR THF SOUTHERLY LINE OF THE NORTH HALF OF THE SOUTHWEST QUARTER 017 THE NORTHZ,AST QUARTER OF SAID SECTION 11 FOR A DISTANCE OF 1265.90 FEET; THENCE SOUTH 00° 46'43 " PAST FOR 60.00 FEET; THENCENORTH 89° S 1' 12 OF 1206.80 F"WEST FOR A DISTANCE ] T; TIIENCI, SOUTH 00° 04' 08- WEST FOR 457.50 FBBT; THENCE SOUTH 52- 53' 38" WEST FOR 105.64 FEET TO A POINT IN'SAID NORTHERLY BOUNDARY OF THE SKYWAY; THENCE NORTH 370 06' 22" WEST FOR 60.00 FEET TO THE POINT OF BEGINNING, CONTIWfiD P.06 • 'kiR006 20: 31 0 i MID VALLEY TITLE & ESCROW 4 L Order No. BU -217110-2 AMM DESCRIPTION - CONTINUED �• .. :� IR A RIGHT OF WAY FOR ROAD PURPOSES OVER THE SOUTH 30 FEET OF PARCEL I, AS SHOWN ON THAT CERTAIN PARCEL MAP, CALIFORNIA, RECORDED IN THE OFFICE OF THE RECORDER OF ME COUNTY Or BUTTE, STATE OF ON OCTOBER 29, 1 973, IN BOOK 48 OF MAPS, AT PAGE(S) 26, AS RESERVED IN DEED RECORDED JULY 22, 1975, IN BOOK 2002 PAGE 293, OFMCIAL RECORDS. R. , ;is) A RIGHT;OF WAY ]FOR ROAD PURPOSES 60.0 FEET IN WIDTH LYING 30.0 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON TIFF NORTHERLY LINE OF THE COUNTY ROAD KNOWN AS THE SKYWAY, WHICH POINT LIES 30,0 FEET EASTERLY RIGHT ANGLE MBASUREmElT FROM THE WESTERLY BOUNDARY LIME OF THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND RUNN'IN'G Tf MXCB NORTH AND PARALLEL, TO SAID WESTERLY BOUNDARY TO THE SOU rK LINE OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE EAST ALONG SAID SOUTH LDW OF SAID NORTH HALF TO THE EASTERLY BOUNDARY LINE OF SAID NORTHEAST QUARTER AND THE END OF SAID LINE. EXCI'-P'I3NG THEREFROM ALL THAT PORTION LYING WnSW THE ROUMS OF PARCEL S, DESCRIBED HEREIN, P.07 TnTAI P. G17 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION " BUILDING '° PLANNING October 25, 2006 Linda Fay 15066 Pinehurst Magalia, Ca. 95954 Assessor Parcel Number: 065-070-027 Building Permit Number: 06-2303 (Single Family Residence) 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: he roof trusses submitted didn't show drag loads for the members DG - 1 and DG — 2 with a dload of 1,245 lbs. Please provide 2 copies of each. /� rovide a concrete pad at line 1 with a reaction load of 7,130 lbs from roof truss member DG -1. ', ` I 3. Provide two corrected sets of plans that are wet stamp and signed by the engineer. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied to your permit.) The counter staff will answer any questions concerning the Data- Sheet. Jim P' terson jepeterson@buttecounty.net Plans Examiner Cc Eric.Ausmus; Engineer ttRN De;�kv8=<<- Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° 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. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° 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 unders state law, contact the Department of Benerit 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 thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing 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 requir3ed to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT..k�S OR NO) 2. IJ /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: ADDRESS CITY. PHONE CONTRACTORS 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: ADDRESS PHONE CITY CONTRACTORS 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 Description: NEW SINGLE FAMILY RESIDENCE 1889 SQ.FT. Reference Number: B06-2303 Applicant Name: FAY, LINDA D ETAL Signature of Property Owner: /LL' Date: Butte County Department of Public . Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 'gC/8��,tS Ltc VW�" National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2303 Location: RAMBLING WAY Parcel Number: 065-070-027 Date: 09/26/2006 By: TMP Sub Type: SFD-Custom/Model Owner Name: FAY, LINDA D ETAL Phone: (530) 873-5028 Description: NEW SINGLE FAMILY RESIDENCE 1889 SQ.FT. By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB l 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 09/26/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hM:Hmunicivalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2303 Location: RAMBLING WAY Parcel Number: 065-070-027 Date: 09/26/2006 Owner Name: FAY, LINDA D ETAL Phone: (530) 873-5028 Description: NEW SINGLE FAMILY RESIDENCE 1889 SQ.FT. Signature of Property Owner: J. Date: 09/26/2006 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR J PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2303 Date: 09/26/2006 Location: RAMBLING WAY By: TMP Parcel Number: 065-070-027 Sub Type: SFD-Custom/Model Owner Name: FAY, LINDA D ETAL Phone: (530) 873-5028 Description: NEW SINGLE FAMILY RESIDENCE 1889 SQ.FT. The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: ZDate: 09/26/2006 FILE 1 BUTTE COUNTY FEE SUMMARY Printed: 09/26/2006 7 County Center Drive 2:37 pm Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2303 Job Address: RAMBLING WAY Contractor: Fee Description Account Number Fee Amount Paid Date Pmt Amt County Impact - SFD SF - Public Works - Facility 1851-0-280-1011852 $340.97 SF - Public Works - Roads 1831-0-280-1011001 $1,244.88 SF - Public Works - Veh/Egp 1851-0-280-1011853 $658.17 Dwelling - Custom, Model N - Plan Review Fee 0010-440001-4210500-1010 $1,113.57 09/26/2006 $1,113.57 Fire Ping Appl Fee (SRA) -Fire - 0100 -450001-4617240-1010 $95.00 09/26/2006 $95.00 Impact Processing Auditor 0010-050-4617998-101001 $50.00 Impact Processing DDS 0010-440001.4617999-1010 $50.00 Res Impact Fees - SFD SF - Sheriff Veh/Egp 1840-0-280-1011842 $142.14 SF - Gen Govt - Facility 1808-0-280-101001 $618.75 SF - Gen Govt - Veh/Egp 1810-0-280-101001 $285.37 SF - Library Facility 1825-0-280-1011826 $224.20 SF - Library Materials 1825-0-280-1011827 $150.82 SF - Library Vehicles 1825-0-280-1011828 . $4.50 SF - Sheriff - Jail 1800-0-280-1011811 $288.00 SF - Sheriff Facility 1840-0-280-1011841 $291.31 SMIP - Residential 1001-0-280-1011298 $12.28 Printed By: Tammie Powell 59569.96 $19208.57 Balance Due: $4,361.39 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: Y=Y:�2!" Date: 09/26/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). PLANNING DIVISION - BUILDING PLAN APPROVAL SITE PLAN Q1 < Qcd Use: Date: —..40—,�rAed. 6. "- .............. ............ Lan ca 'ng. ............ ..-------..............._.........---.....---•--...................... ............ ............_..--•......_............. ...... .. ................................................................. Parking: ........... ... ...... . ...... M ...... .. rr ........ ...... .. . .7. ................... ............ ................... ...... ...... .................... ...... . .................... 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Assessor's Parcel Number R� 10 R-] - F5] [21 E - ❑ ®0 Scale: 1 50 F7- Owner Name L1NDA F ,Ay Address / Phone No. 15-04vib EIMEIIURST WAY Site Location RAM131-1AIG WA)s MAGALIA C A I. I)::: - Contact: Name 1-//VD/4- EAY Phone 5 3 4- 8'/J - Z) ( p< 8 — Odabo 23, =3 ...... ..... ..... ... ...... ............ ...... ... ... ...... ............ .............. : ............. .... . .... ..... .. FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres i 4.0(r PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: p I III x q zzpe p aA -4, Vag M. tp G y�Asn r m0°• i M stv C n E rn C v 0 4 l' S� N { `d Z r• �3 o a yr,, ggod ♦� C 0 2$ E 6 J ,�` I . Q 6 � $ Sam 8 a i MAGA W A� l CA tp G' 9 •+ a p I III x q zzpe p aA -4, Vag M. tp G y�Asn r m0°• i M D D(AOD � • N(�G� �F �m mu�r �� O�s3 2a. G��.. 3, Z. �., 2• Via@ ,° �yy rpp EN FZ a v R v <n D r C n rn rn N Z r• o a ♦� la I � 4 ,�` I . Q rpc p � i MAGA W A� l CA tp •+ a . H � I P � 0 W i D D(AOD � • N(�G� �F �m mu�r �� O�s3 2a. G��.. 3, Z. �., 2• Via@ ,° �yy rpp EN FZ a v R v <n D r FA, C n rn rn N LIN f7A FAY GARAG>= pZ a Y, - R4.W1 dLl NG 4.fAY (al rpc p � i MAGA W A� l CA tp •+ a . H � f °�C rnI III O'. P O Gll r'{ P °lDT7s0 Tl • r �12D V `a q o N �n N Z C 9 g� 1'I Q N O z C, FA, /i O 9. °aA. Vie HalcNr J� 1 rn rn /i O 9. °aA. Vie HalcNr J� 1 N — ° y / N LIN f7A FAY GARAG>= Y, R4.W1 dLl NG 4.fAY (al i MAGA W A� l CA tp •+ a . H � f LIN f7A FAY GARAG>= Y, R4.W1 dLl NG 4.fAY (al i MAGA W A� l CA •+ sc?L-e as NOTED DR-/AwN. 6- 1.-0G BY WM•. L. Wiuu.AS YTOCKDRAfTINO FORM NO. 101.04 2 « 4- STU➢-e- I�" o.C, T. 51 L11 4 CO JC, 5LA 5 Tol I I+ 0 4 11 v 70 0 D J"qo --_ C U ut t(,t✓�f(Uf�J3� �!� 4 4 , G2z� /E BILI 12." CO _N C., FOOTTI fel G V111=�TA I L 12- tf- Li M^ h.I . TIZU5SE15 2A" 0,G. �r 0 _M U.a F I G L T` FE I C /—� L.._ Za'(K ,C04 -11r- 15 I ii FE LT' %z 0,5, ice, Rc _OF 5(-1 E�_ATH I1Jr.-I (�) Z ri4 Top, 12tATE.5�- LL PL;- Ile H — v T -O" MIN, 21-811 MIN, - (2) 2"X fCP FLAfE ___-_ II —iJ _ �I 2"0" MIN. 56LIt2 ELZ IWV D 5PEATH% i _ W5 (CEEW FACE t0 5WATH %) I APA RATED 5-EATHING 3/ 811 MIN. APPLEp f0 CTE FPCE, M WfH i° ad CGMMGN a GvL ."NA? 5 e 6110.0. ALGNG WCE5, AW 12" O.C. IN FELP PCLIXE 511175 Af COU95 M11) CCIi Pal, K =5 & WA5i ER5 MIN. 1/ 2" 0A9. ANOU 6CLf5 WItH 7" MIN. EMOEPNENf Af PANEL 6UPMK 1 , Pollws 1 11CLI)OWN WITH 1600 It MIN. CM/10TY 1 i I 1 (51UP56N IV2A, H75A° CP, EOU&) II I 2"X 'a.E FLATS ArF V T, PLYW06D Wi 5 [ FLOGP 11 /4 y"X M[V75LL, NAL 9 EATH. I I �EA1H, e? 6110.C. CfAVC I I I I I I 1 1 la•e��.�;„lo<n d l "',ifanmu. - — - — - — - — - — - — - — ---- ___ ­_ 1 ---------------- AL TERNAT'E BRA CED WALL PANEL NOTE S: 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. 114 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be less than 3000 pounds. Mailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.O. 2326.11.4). For-'inele Slory Buildint;?r,s_with Raised Floor (With noted modificaliuns lur t%vo story buildings) 2x SAIF 13LK-5 tip rc-r S I r71 N G FK IGHT,51 P f f L.E.VihT 1 0 ,1, -r411=11-a'J 00 F- F'L -N -A HCl- _.Ir - ltr f l = 1 `- 0" 2x BVI`. 5LI4. MAt4,T-,J-!,5 21-'.O.C. P-3 U t5 L E. 2x4 SrIJ,;4E:� N,AA,50k4 G c)q 5 07,5.5-5NZ.AF` A _.. -......— al/- � 2 T I' - ----- 2 ;AGI T(_ - - - -- % PO F? J^ . TE.I Ir -) Ii\ I I _ 1 ' I 2. 6. �ari0 12" D, H, The 2001 CBC, CIVIC} CpC, 2004 CEC, and 2005 California Energy Standards as amended by the jurisdiction apP1y to this project La U;, FLAT �IOTCt T. i rw C,Ab w-z t 1t7. C f`f'i I JAIL TO FK_(D�T f 1. I` AT I O r Z4 0" `� bP I I Z, 4 G A\KA Gi E- n LA[b 4" cONC, Ln, 13 W/ 10 0 WW 4" ► L -L i �1 0 cv 12 SI NGLS 6TcxzY 'Ffs... �tYI'.) 71 11 II 11 11 1 it II 11 II Ii— 1, I +! I 1 1 I II I n I, itI 1, I I Irl 11 II 11 11 II II II ,1 1 \ I I I. 1>, I .i1 II f. ♦ I. - II L 1 1 f , i rfi re, I I I 1 I I I t E0 Ea Eo la•e��.�;„lo<n d l "',ifanmu. - — - — - — - — - — - — - — ---- ___ ­_ 1 ---------------- AL TERNAT'E BRA CED WALL PANEL NOTE S: 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. 114 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be less than 3000 pounds. Mailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.O. 2326.11.4). For-'inele Slory Buildint;?r,s_with Raised Floor (With noted modificaliuns lur t%vo story buildings) 2x SAIF 13LK-5 tip rc-r S I r71 N G FK IGHT,51 P f f L.E.VihT 1 0 ,1, -r411=11-a'J 00 F- F'L -N -A HCl- _.Ir - ltr f l = 1 `- 0" 2x BVI`. 5LI4. MAt4,T-,J-!,5 21-'.O.C. P-3 U t5 L E. 2x4 SrIJ,;4E:� N,AA,50k4 G c)q 5 07,5.5-5NZ.AF` A _.. -......— al/- � 2 T I' - ----- 2 ;AGI T(_ - - - -- % PO F? J^ . TE.I Ir -) Ii\ I I _ 1 ' I 2. 6. �ari0 12" D, H, The 2001 CBC, CIVIC} CpC, 2004 CEC, and 2005 California Energy Standards as amended by the jurisdiction apP1y to this project La U;, FLAT �IOTCt T. i rw C,Ab w-z t 1t7. C f`f'i I JAIL TO FK_(D�T f 1. I` AT I O r Z4 0" `� bP I I Z, 4 G A\KA Gi E- n LA[b 4" cONC, Ln, 13 W/ 10 0 WW 4" ► L -L i �1 0 cv 12 SI NGLS 6TcxzY 'Ffs... �tYI'.) t E I. t 1 f M/ <1 v 7< >� r J ill i )ATE SCALE ���waa k JOB _ 1 SHEET I l ,F SHEETS a I` j I _— �II � i _ z) W4 ,• yl I o� --- 9P ©,i -l. rllAlZ, DoOK=.NT, -- 1 ----_ �(, 8p fat' MIN, 511;;)11`dCl 2 1-811 12_1_0'1 „ 1 z' O,C. e F I tiU2 ALT AL -TF -- �� - C) VV E- T� Fv\i 4e)o Eca., VT a AU_ V -Y -T, I-1 E-/-�12'LIZS TCS �� x12 u,a,raa t E I. t 1 f M/ <1 v 7< >� r J ill i )ATE SCALE ���waa k JOB _ 1 SHEET I l ,F SHEETS a I` j I _— G- Gol5 - a -4--