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HomeMy WebLinkAbout042-010-105BUTTE 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: 4647 ANGELENA WAY Owner: Permit N0: B07-1570 APN: 042-010-105 OCEGUEDA, JESSE & WENDY Issued Date: 08/20/2007 By KCG Permit type: MISCELLANEOUS 4647 ANGELENA WY Subtype: Room Addn-First Stry CHICO, CA 95973 Expiration Date: 08/19/2008 Description: ADDITION: BATHRM & CLOSET(? (530) 893-2110 • Occupancy: Zoning: A-10 Contractor Applicant: Square Footage: OCEGUEDA, JESSE & WEND Building Garage Remdl/Addn 4647 ANGELENA WY 324 CHICO, CA 95973 Other Porch/Patio Total (530)893-2110 324 FEE INFORMATION Ag Com Building Permit Clearan $32.50 DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $279.95 DBMSC Room Add -1st Story 250sf $419.93 DBSMIP Residential $2.11 Total Charged: $810.19 Fees Paid: $810.19 Balance Due: $0.00 Receipt No: B4291 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 08/20/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). j� I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by 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 Contractor's 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 Contractofs License Law.). Cartier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one a hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ®ICERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS X 08/20/2007 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signatu Date provisions. X 08/20/2007- 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 W SignatureDate WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( 1 the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the Pr ert er or am authorized to act on the property owner's behalf. • W Ck. u edC08/20/2007 CONSTRUCTION LENDING AGENCY Name of Pe ee [SIGN] Pflnt Date IHEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ, code) ® Owner ❑ Contractor OR; ElAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip 0 �%37r BUTTE COUNTY o( o DEPARTMENT Off' DEVELOPMENT SERVICES ° ° BUILDING PERMIT APPLICATION. 0 o OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 c -'�• a° A FEE WILL BE REQUIRED AT TIME OFAPPLICATION C , y Website: w. ew.butt'ecounty.net/dds �UN**PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name OC� uet>4 Firs N6 e Mailing Address 1.4 LP H1 4y1Q E LF_N A - City lit. Co State Zip 95q"13 Phone 393-2-110 Fax E-mail APPLICANT (SIGNATURE X-�— PERMIT NO. BIN # g_� PROJECT LOCATION AP# 514 2 010 - Property Address City WORKER'S COMPENSATION Policy Number Carrier 1 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: v r, . +L) l +k Koo b ' Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: CONTRACTOR Name 1� r4 P6 Iq 5ov Address _SR A City No StateZip Zip Phone Fax E-mail Lic. # Class APPLICANT (SIGNATURE X-�— PERMIT NO. BIN # g_� PROJECT LOCATION AP# 514 2 010 - Property Address City WORKER'S COMPENSATION Policy Number Carrier 1 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: v r, . +L) l +k Koo b ' Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name 1� r4 P6 Iq 5ov Address _SR A City No State Zip Phone Fax E-mail State License Number APPLICANT (SIGNATURE X-�— PERMIT NO. BIN # g_� PROJECT LOCATION AP# 514 2 010 - Property Address City WORKER'S COMPENSATION Policy Number Carrier 1 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: v r, . +L) l +k Koo b ' Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name' 1� r4 P6 Iq 5ov Address _SR A City No State Zip Phone Fax E-mail APPLICANT (SIGNATURE X-�— PERMIT NO. BIN # g_� PROJECT LOCATION AP# 514 2 010 - Property Address City WORKER'S COMPENSATION Policy Number Carrier 1 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: v r, . +L) l +k Koo b ' Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning A- O I Flood Zone _SR A Yes1. No Occ. Type Const. 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) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1570 Date: 07/19/2007 Location: 4647 ANGELENA WAY By: KCG Parcel Number: 042-010-105 Sub Type: Room Addn-First Str Owner Name: OCEGUEDA, JESSE & WENDY Phone: (530) 893-2110 Description: ADDITION: BATB RM & CLOSET(324) 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: Date: 07/19/2007 FILE BUTTE COUNTY FEE- SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1570 Job Address: 4647 ANGELENA WAY Contractor: 0 Printed: 07/19/2007 1:54 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Ag Com Building Permit Clearan DBEH Building Review Fee 0010-460001-4612200-1010 $32.50 DBMSC Room Add -1st Story 250sf 0021-540013-4614901-1010 $75.70 07/19/2007 $75.70 DBF Room Addition - First Stor 0010-440001-4210500-1010 $419.93 DBSMIP Residential 0010-440001-4210500-1010 $279.95 07/19/2007 $279.95 1001-0-280-1011298 $2.11 810.19 $355.65 Printed By: Kourtni Graham Balance Due: $454.5.4 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These /fees � mZ7= plan checking process. Signature:. vv , Date: 07/19/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have 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). School District A.P. Number Property Owner Property Location Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) co Onifi-eA S., n{ j Building Department No. W7 • I li�l 0 Tax 'ate Area No. Jurisdiction: = City County Residential Development = No of Living Mobile Home Units Installation Commercial/Industrial Q New Addition Lot No. 6Additionl ................. *Supplemental to Conversion Permit # *(No foundation inspection) '• ....................._........................................................................... Sq. Footage,; 24 (Group R) Cr. Demo - ( ) existing sq. ft. see attached Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. / `f /2) School District certifies that (�nz�v lvniL C-1 i (Street Address) (City) (State) has complied with the requirements of Resolution No. . 7J 7 ` 6 representing] d square feet. -23— (Zip Code) 2926 _... _.7N School District Representative Paid by Check # /v Remarks: Sq. Footage (Including Exterior Roofed Areas) V 19 Date (Payor) by payment of $ >3 —a//c (Phone Number) $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm /1. 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) 538-2140 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 under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees,' without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. 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. I PERSONALLY PLAN TO P1LOVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES 0 I ( A�V /HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. I HAVE CONTRACTED W TH THE FOLLOW G PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME -TO lbs- A --Py m i 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 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: ADDITION: BATHRM & CLOSET(324) Reference Number: B07-1570 Applicant Name: OCEGUEDA, JESSE & WENDY Owner's Name: OCEGUEDA, JESSE 8fWENDY AP # : 042-010-105 Signature of Property Owner: Date: �,C��. � l q I �� Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1570 Date: 07/19/2007 Location: 4647 ANGELENA WAY By: KCG Parcel Number: 042-010-105 Sub Type: Room Addn-First Str Owner Name: OCEGUEDA, JESSE& WENDY Phone: (530) 893-2110 Description: ADDITION: BATB RM & CLOSET(324) 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 in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 07/19/2007 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) 538-2140 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: O 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: B07-1570 Date: 07/19/2007 Location: 4647 ANGELENA WAY Parcel Number: 042-010-105 Owner Name: OCEGUEDA, JESSE & WENDY Phone: (530) 893-2110 Description: ADDITION: BATHRM & CLOSET(324) Signature of Property Owner: �'v ` Date: 07/19/2007 tm r � FILE r1 is � RQ, G q ANGEL I NA COURT 660' w e,l 1 OWNER: JESSE 4 NENDY OCEOUEDA ADDRE55: ANOELINA COURT APN: 042-010-105 I PHONE #: 624-1764 I m PROPOSED ADDITIO lb I / SEPTIC 8 m / LEACH FIELD 241'-0"/ yEX15TINO ----- --- I � 1 EXI5TlINO RESIDENCE NoixrH I 100.' 5EPTIC—/ I' FREE RADIUS 660' SITE PLAN 1 "=100'-0" BUTTE -1 COUNTY JUL 19 2007 DE SERVIC S BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT. NO. BP051784 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 07/20/2005 APN: 042-010-105-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro,(essions Code, and my license is in full force and L— 3 Site Address: 4647 ANGELENA WAY CHI effect. License Class: _ License Number: Map Index: Date: -% Contractor. �e2 Description: NEW POOL MASTER # 502-01 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: OCEGLIEDA JESSE L & WENDY Business and Professions Code: Any -city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 15029 WOODLAND PARK DR signed statement that he or she is licensed pursuant to the provisions of FOREST RANCH CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95942-9747 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: CARE -FREE POOLS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 9 ALYSSOM WAY such work himself or herself or through his or her own employees, PO BOX 8689 provided that such improvements are not intended or offered for CHICO CA 95927 sale. If however, the building or improvements are sold within one , year of completion, the owner -builder will have the burden of (530) 342-4639 proving that he or she did not build or improve for the purpose of sale.). �, ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor; CARE -FREE POOLS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 9 ALYSSOM WAY pursuant to the Contractors' State License Law.). PO BOX 8689 O I am Exempt under Article 3 of the Business and Professions Code C H ICO, CA 95927 (530) 342-4639 Date: Owner: License #: 380826 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: ,pslued. Engineer: iUoo I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy nu ber are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Policy tt: 648 3 Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, 1 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' l compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees, CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte Cnunty Cody ?rift/or I hereby affirm that there is a construction lending agency for the Resolutions to do work Indicated above for hich (es have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) -7-M-05- Name: By: Date: PERMIT EXPIRES ON: 1 ZQ ©l V Address: Date O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Bu unty to enter upon the above mentioned property for inspection pu se f �( Print Name: Signature: Date: 0 Owner tractor 0 Agent for Owner 13 Agent for Contractor -. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CIRCO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION ` 4//,,7 9,"PLEASE PRINT CLEARLY" APPLICANT SIGNATURE X For office use only: OWNER Last Name E „r first Name �^ �-e`.5 Address qcq t t� City C State 4— Zip Phone �i3_c3 _ Fax E-mail E-mail APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER CONTRACTOR „r Name Ad &� A to City I No Address (S`z3a k RoIr d City E-mail Stated,*. Zip 9 –Phone If hiring anyone other than icense contractors, a certificate of worker's compensation must be shown at the time of permit issuance. X 10 E-mail Uc. # Name, Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name pt !ice „r Address 402-F160 Ad &� A to City I No State Zip Phone Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name Flood Zone Address Ad &� A to City I No StateeC Zpel�a Phone Fax J a a % Q E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning AP# L Flood Zone Property Address SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. 05 17X4 BP BIN # Des iption or cope of Work: /t/► W 5 0-) U Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received b :VN7 Amount: Bldg SRA SRA Receipt#:r� Sheriff SMIP Total REV 7-27-04 LOCATION AP# L a `® — !i's - Property Address y% ef % DIL City n Cross Street .r WORKER'S COMPENSATION Policy Number I —e3 6OR Carrier If hiring anyone other than icense contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name, Address Des iption or cope of Work: /t/► W 5 0-) U Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received b :VN7 Amount: Bldg SRA SRA Receipt#:r� Sheriff SMIP Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper.!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 2—Sanitation and site plan approyaLfiomthe EmaronmentaLdeallh_Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7.27-04 . �•{t9a")�'�.cF�iC4'S`''irjJEa�,, ,'ii :r ; •.rJwr"i i� r n.*^. ��.r-...-r• r -. r ., •i^"`•�..•.. ;•.r �. ....6^....•���.;. �.,.s' ��.,- ,., m .`[ .-: ..� � .. -. _ _ , 2�� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUIDING DIVISIO _ 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ecir CC ASSESSOR PARCEL NUMBER Proposed Building Use: / to/ ., l- fi 562 V Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. IF 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations, ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review, ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9, Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -sinned by the enoineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential` buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14, Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers...............................................................:............................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required....................................................................... ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestr p an approval ❑ paid. Sent by: 21"'24. Planning approval for (A) Use: B)Parking: (C) Parcel Check:.....S ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits .................. ......................................... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone n����y� If and hold for pickup. I have been�info med of the abo items and requirements for obtaining a building permit. , Applicant.. Date: ��.. 1. Index permit application for the above items numbered: Plan Check L ter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by Date Structural approved by: Date: Note transfer by: Dat Yellow: Building Division Department C o u n t J. Michael Crump, Director of Public o f B u t o r k S LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National P®Ilutant Discharge Elimination System (NPDES) Phase Ii Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS TNAN 9 ACRE Project Description: PO Project Location andlor Parcel Number: V l0 /Q By signing below, L the project ownerlowner's agent, certify that this project WELL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Ci M!! Date: {t SITE PLAN REVIEW APPLICATION Date: L1— AP# Permit Number (if applicable) Q 3 __ 2_4 - APPLICANT INFORMATION Parcel Size: Owners Name: C G U tj Icy Ae- lessr Owners Address: ) 0 `L-� Telephone No.: 893 r 2 j j Ll 59 .Li Situs Address: Proposed Use: Residential ® New Single Family Residential ❑ - Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well I@ Agricultural Buffer Form DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 21 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date 19—`�C�� O� Page 1 of 5 . IT ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: OZ ` -0 Index Date: L� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment PermitNW� ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A —%-o Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Ao"A 7 of S Zoning Code Streets & Highways Fire Prevention Subdivision Map Front p91z— vSide Side 1( Side Street Rear Q Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Ao"A 7 of S a y L Applicable Development Fees: el Standard Fees Amount Formula ❑ .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) * 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 - �3 t`� Legal Access Provided: ❑ No ® Yes Deed of Reference: `a Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No IM Yes, Road Name: JWGr_-L -A) w �I Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation . ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger. ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). - ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 r ❑ Subdivision Map/Parcel Map: ,v Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑■ FO Page 4 of 5 A' BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND .. %-t UNUSUAL CIRCUMSTANCES REQUEST ��- Q,�s Butte County requires a 300 foot buffer between neighboring � operations and a residence. This dimension is based on environmental assessments and studie Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met n existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: Gily Jts5e_ wd-p-- Phone: Mailing Address: E -Mail address Assessor's Parcel Number: Gq2- - 010 - /0-5-, Reason you believe you qualify for the unusual circumstances exception: bo tCA h � C -a Na"4 4 S 14L63 Owner or Authbfized Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: . An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements .........................................................._......................................................................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS Plannin MINISTERIAL PERMITS (Building) Is Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: I - Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: Of 12 U YMC7/1/03 NOTES RES ld+ NTrAL 0�42;O1Q V/6-2475 4 �I05 PERMIT NO. -I JESSEANGELINA Urin�1rS4 !OCVTDO, CT, CHICO Ttrra�'e, �T.r a j NEW SINGLE FAMILY /GCS© �t,Vt�Sln � %�` ✓Ti soy }� a Gj � �'�" • - - 4 OIL V �� •'b tt r l , V 0EtIA4 - ' SPECIAL CON D TIONS - CHECKED BY SRA.,, i FLOOD CERTIFICATE REQ. . FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY. j =� .USE P,.ERMIT CONDITIONS _'— OFFICE COPY Address ,s ! i.. Date = Me er By CTRIC, . { ELE0 Meter By Date Address t } GAS Date Meter By / ELECT C • , M to Date r' ' JOBfINALED (Date) -.. a. Signature _ J=OK 0 = Not OK + = NotReadyabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4: Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / . /' Nat. or / / L "ft./ P. LPG 7. Well Clearance & Disconnect, 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line . 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected=C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1. Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and. Lighting,. Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.;. Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 .Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDfzRFk00R (Plans) OK except #'s Main; Soils-Elec. 4. Fes., Porches & Decks; 56ils-Steel-/ /" Ftq. Depth 6V Hold Downs and Special Anchors 7. Slab, Steel -Wrapped SVP' rs-Fire lace Ft .-Steel W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1 .Water Pipe; Test-Anchors-Regulator-Seryice Test 1 ectric Underground 1 . PI nums & Ducts; Clearance -Material -Support -Ins. 1 Gir rs-Sills-Anchor Bolts-Joists-Vents-Crippies 15e<ccess & Ventilation 16. Insulation / Date rLi f /! Card B-1 y Date Card B-1 Date /f 17 ,oYCard B-1 CAeLA Date Card B-1 Date i(Permit) OK except #'s Htr.; Vent -Access -Combustion Air E J er Pipe; Test & Anchor -Nail Protection -,,GI %V W1 14-1% f ( D. .; Test Fittings & Anchor -Nail Protection r 'D IfL'Q �6`Fiower Pan; Test, First Floor -Tub Access .fl. t Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors '27 Fire Sprinkler; Test Date t Card B-1 JL I Date Card B-1 Date Card B-1 Date Card B-1 Date ELE RICAL (Permit) OK except #'s 2 . oEixture & Transformer Clearance -Ins. Protection 26( Elec. Receptacles SDacina-Liahts & Switches at Doors 2V ' e Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. Al ,a /Z, kquip. Ground made up w/Mech Fasteners -Bond Gas & Water X/2,Appliance Circuits in Kitchen & Conductor Size GFI 39f Oubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al . Ranae Circle/ /oa Cu or AI -Oven Circ. / /oa Cu or AI Insulated Neutral O Yes O No rvice-Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. 3 . othes Closet Light -Shower Light -Spa Light Smoke Detector Date t ,0 YCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s . Ducts Insulation & Support nt Fan, Exhaust above insulation Ondensate Drain & Overflow, Size & Grade • . �irnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4tr Attic Access & Platform if Furnace in Attic Dat t i&and B-1 IL v Date Card B-1 Date Card B-1 Date Card B-1 Date FRAYfNG (Permit) OK except #'s ySills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound` Baring Walls over Girders & Floor Nailing 44' gP6 Stop in Walls (rat proof) i re Stops, Furred Ceilings -Stairs -Chasers -Tubs W Headers & Beams -Size & Bearing Date FRA G (Continued) Hangers -Post Caps -Anchors -Connectors Cjng. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. !jqfireplace Ties or Type A Flue -Fireplace Throat Clearance 5QAttic Access; Size & Romex Protection -Draft top -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht Dimensions 2. Garage Fire Protection Framing -R annel 5@o -'Property Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits 5§ t9irs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Over tti ts-Rafter Outriggers 5! g -Nailing Veneer '(7 cco Mesh -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic 86DOOShear Walls; Nailing -Bolts 61. B e Interior/Exterior Wall Panels 63 Infiltration -Walls -Windows Date , Y Card B-1 R Date Card B-1 Date Card B-1 Date Card B-1 Date FINA ans) OK except #'s 6 . Steps -Door & Sidelight Protection -Landings y§Frrbke Detector Furnace Vents -clearance -Comb, Air-Connector- Lw6raae: Above Floor-Ducts-Mech. Protection W. & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels airs & Rails F' place or Stove, Clearance -Hearth R9!Edc. Outlets at Wood Panel, Int. & Ext. �3. iit. & Appliance; Ground -Air -Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter 7K Garage Fire Door; Swing -Landing -Closure ,PeC. Duct in Garage -Damper . Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. tiara e; Above Floor-Mech. Protection 7 P .• Elec. & Mech. Equip. Listed for Location 7 . c. Receptacles in Garage (F.F.I.)-Romex Protection I ation-Foam-Looked in Attic CkVGuarcl Rails & Deck Construction -Post Caps ^82— Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes Followinq Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes O No 84. 8&'64 Unit Disconnect, Electrical -Plumbing Vs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Vyster Well, Disconnect, Electrical, Plumbing Ii8lEx.Wior Elec. Trim, G.F.I. Receptacle -Underground 8 !�Vp tilation Throughout House from Previous 9Q/Gds Test -Meters Tagged, Gas -Electric t r & Sewer Connected -C/0 to Grade -HD Approval 94,0'54ergy Compliance Certificate -Other Certificates W. Address Posted 96. F•re Sprin Da z r rd B-1 Date Card B-1 D Card B- Date Card B-1 nntel Card B-1 Date Card B-1 Comments at Final: INSULATION CERTIFICATE Job Number: 4209 Jesse & Wendy Ocegueda Angelena,'Chico Contractor/Owner Name ,.;' Job Address (street, city, state) Butte County Subdivision Name Lot Number DESCRIPTION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft .642 Ib Minimum Thickness: 15 % inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of 38 3. EXTERIOR WALL Frame Type: 'A. Cavity Insulation 'Material: Fiberglass Brand Name: Johns ManvilleWnauf Thickness (inches): 6'/4 Thermal Resistance (R -Value): 19 B. Exterior' Foam Sheathing -• Material: Brand Name: Thickness (inches): thermal Resistance (R -Value): 4. RAISED FLOOR Material: Fiberelass Brand Name: JohnsManville/Knauf Thickness (inches): 6'/4 Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PERIlVIETER Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part j . 6, California Code of R tions) as ' 'cat the Certificate of Compliance, where applicable. A r J Chico Insulation Item umber's Signature and Dae 5J r Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner . t •.' COUNTY OF BUTT.E'- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ?7 Count y Center Drive Oroville, California 95965 •Telephone (530)"538-7541 PERMIT NO. i (Rev. 12/96) � APPLICATI06VAND -PERMIT �� , J ASSESSORPARCEL NUMBER 0 2_010-105 v-� ZA=�.O� � BUILDING PERMIT OWNE `l� �ESSE & WENDY OCEGUEDA i ,%� TELEPHONE s�1114 SQ. FT. BUILDING VALUATION DOCC. 3379 R 182,466.00 �.• OWNERS IUNG ADDRESS + '�•..j ,f .+r 46 -N6q 'r' bbR, QiIW 95973 �., 928 U 16, 70J.00 CONTRACTOR'S NAME'�Y�+�+p TELEPH,gNE-I-IJ�^i• 670 C 8,710.00 CONTRACTORS IU ADDRESS '4.CJNT (" MO± 09 (Inco 95_973'`` CONSTRUCTION LENDER ` �V Fireplace ZERO 1"Wo .00 LENDER'S MAILING DRESS Total Valuation $ 209;'580.00 ARCHMECT OR ENGINEER MI��. D. HUBIXY LICE. E'NO. - FilingeFee $ 20.00 Permit Fee $ 0 4.50 ARCHITECT OR ENGINEERS MAILING ADDRESS ` Plan Checking Fee $ •`665.95 BUILDINGADDRESS - ' 1 I " - - - 4647 ANGELINA @Y CHI00 "' - ' - ` Energy Plan Checking Feew $ ,,,23.00 PERMIT FEE $ 1733.43 LOT NO. SUBDNISIONS NAMEPARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE "� > �` SF /Duplex ❑ Mobilehome ❑ Other SPECIFY • i. I . Ji- R Each Trap ! 12 . ,7.00 84.40 Solar or heat um water -heat 23.00' Water piping N415.00 15.0( . 7, Each g8S water heater or vent \\C 1'510 � •, TYPE OF WOR ' .rbc,. . • -.+ ; New Q ,Addition ❑ Remodel ❑ Utilities [3Installation ❑ Other 11_ + f ' "`v Describe Work: NSF ��I f �\� Gas piping system 1 - 5 outlets X15^0Qj5- Building sewer +. - 1V15 - Mobile Home S G W @20:00'Fs' PERMITTEE $ E74 -W ELECTRICAL PERMIT T I ` Filing Fee, , 2:0.00 • e00V OR LESS , Main Service 20.A oR LE ss 23.00-2.3-M " """ � •.r " ` ' LICENSED CONTRACTOR'S DECLARATION }� I hereby affirm under' penalty of perjury that I.am liaetfsed under provisionstof Chapter ' 9 (commencing with Section 7000) of Division 3 ofthe Business and Professions'Code, ,and my license is in full force and effect. 1E , License Class Lic. No. a % 5s- '' �• �-- 'OWNER -BUILDER DECLARATION �, I hereby_ affi'im under penalty of perjury that I ani ex Aript from the Contractors License Law forsthe�•following reason: \� ❑ d as<gwner of the property, or my employees wl lav ages as their sole con�pen§ation, will do the work, and the structure is not intended or offered for sale., - z>I, es;owner of the property, am exclusively contracting with licensed contractors ;�`-•� to construct the project. -•� ❑ 1 arh—ez mpt under Sec. , Business and Professions Code for this reason 't 1-1c. Main Service 200A TO IOOOA 46.00 . NEW CONST. DWEwNG OCCUR It -OR ADDNs. ( a Acc. BLDs. so .� 3.5¢� ±f- '+ NEW CONST. MULT40UTLET NONREsID. c �% \@7.50 POWER APPARATUS a SINGLE OUTLET CR. ) Ex. OCCU OUTLET OR FD(TUREs w B4L Q a50 + AS FIXED APPLNS. OR Ex. Occu . OUTLETs RESID. EA`I 1 i} ;"""': f• - 5.00 w Temporary Service \--23 Mobile Home Facilities v Misc. Wiring X23.00 ' l��J '� PERMIT FEE $ 195. i5 y - -*- WORKERS' COMPENSATION I hereby affirm under penalty of perjury one of the foi lowing declarations: ❑ 1 have and will maintain a certificate of�onsent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this perm' is issued. • . f1 �.,, i I have and will maintain workers' compensbibn insurance, as required by Section 3700 of the Labor. Code, for theerformance work for which this permit is issued. My workers" com pen sation insurance ca ria:r fl policy number are: Carrier `5i%A }��± C; ..�„/� %��5 � 'I Policy Number '71 P) 54^Z Z (The above sections need not be completedlif4 a permit is for work of -a valuationEnergy of one hundred dollars ($100) or less.) .� _ �.❑ I certify that in the performance of the work for ° hich this permit is issued, I shall not employ an person in an manner so'Asrto become subject't6 workers' p Y Y P d y g I� I ensation laws.of Celifo,�Lnia, and a ree that `rf 1 sh u1d become,.sub'ect to the 3 `oylieAs; fc�Ompe sation/,proNissions' of, sectionp37 N of t/_1 abc r4Co , I shall r ,forth lth'c inpl�..with those p ovlslons. , . 1 /%� C�ir�ee' ��r .� �'1�r ki Dae Signature of Applicant -.Ll Owner ❑ Contractor ❑ Agentut OSHA permit is required for excavations over 5'0" deep and demolition or construction�' structures over 3 stories in height. / �B�y/�,t ReceiptNo.�� / -3 %1 1� � MECHANICAL PERMIT Fling Fee 20.00 Heating 2 1 30.00 • Coolingj rl SI 2 �` 3 •� Hood 6.50 6.50 :t Ventilation , PERMIT FEE $ } Si Mobile Home Installation Fee $ Inspection Fee $ occ CONST. TYPE EE $ 2?�3.6 , ” %p HAZ. �p�pEESa. �/�I nll]�CDF`'PAfiCEE ,/' AA YPU 'HQ` iUECom This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have �Date E MIT EX `IRES=ONS l 1t L.� •'� ` applicable provisions Resolutions to do work been paid. �An !.of i ai y i 7.I �.► S� �" Date •• WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD;APPLICANT ,:\ i . ,,...- ,. •..,til. i ..•�, COUNTY OF BUTTE �~ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES o-a 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE O NER PERMIT NO. .y A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected, Please notice this office when correction of work is completed. If you have any questions pertaining to this matter; or need additional explanation, please contact this office immediately. is .Q ! x s 'ti a ,* �9t6 lJ Inspector `z - REV 10/92 r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 53877541 CORRECTION NOTICE &-a1" OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter; 'or need additional explanation, Please contact this office immediately. - / �, o r �- Date -I1nspector REV 10192 - f U .. {. .................... COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA • (530) 891-2751 7 County Center DfIvB - Oroville,'CA-- (530) 53877541 CORRECTION NOTICE t OWNER PERMIT NO. A routine inspection indicates that -the following violations of butte county Ordinances exist at the above address and should be ,corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, p se contact this office immediately. i2te G_ pct— I V1 C7{ i a t�4 Z "c- c (or. A F l J 02y— r.0r4— t o r ? O 40 'D �Q f A hlgl �, Su r f ti e 1 G,xoe G e jj t C Gt.Ir-S Fi�I+ r' 1 S ILA `' Date Inspeotor .. REV 10/92 ` COUNTY OF BUTTE BUILDING DIW� EN 1A MZ1 _30E-DEVELOFIVIENT SERVI 1C �S 1 M nareet - Chico, CA:jj5M)-8T1-2751 7 Co tez-Dive---9rovff9—,C-A 7-5aO T5? : 8-7541 4CORRECTION NOTICE 2 /7 C - ,OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ZZ I i. y.�..-.�' �,,..- hJ7Me��'1^'`,'i�v •� i!�^`�;.r-�_�-._•f .��`-"�"-•' ��J,, t"i..N�•v � rrlr y. ;.,�j,y„�f-^ j r COUNTY OF BUTTE BUILDING DIVISION i DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction, -of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE t OWNER PERMIT NO. M. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I r } Inspector � 1 L Inspector � 1 ' ' COUNTY OF BUTTE ` BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 w. CORRECTION NOTICE OWNER PERMIT NO. a: t' A routine inspection indicates that the following violations of butte county Ordinances exist at the a above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r d L �! - ..- � - �.w...-....moi" -. ..'a=. -J .r �..-..-s..�...,�,r.•r,v`7a�r��-..�^'. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 r, 7 County Center Drive • Oroville, CA • (530) 53877541 E" p. CORRECTION NOTIC , c, nceot4 (d OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is f , completed. If you have any questions pertaining to this matter, or need additional explanation, F, please contact this office immediately. Li 00 0,11yi L J Date " Inspector J REV 10/92 s.: ,t. COUNTY OF BUTTE X BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Irl 411 Main Street - Chico, CA - (530) 891-2751 } 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE A routine inspection indicates that the following violations of butte county Ordinances exist at the abovee address and should be corrected. Please notice this office when correction of work is com Ibted. If you have an questions pertaining to this matter, or need additional explanation, P t Y Y Q P 9 P please contact this office immediately. Itt r'OV l Ccs VA c4vy r• , � e, J'� �r '� � vim,•, S i' �� I�h� - U � � G�-e t�\� ✓wt h't u f.. t• /2 'rj �b Ol�h�. r r -- chi ��� � , ��Cfi•� . C w d f f`7' ce ryl y ,p m f acs ) P b�IIdRr- Owyu �® K ►Vt o✓� �S rJ�►uY- 'COUNTY OF BUTTE........•. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 a}� CORRECTION NOTICE Y OceG OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ce A '= Date ,1 U� Inspector REV 10/92 %0 VA1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .f Countq Center Drive Oroville, ClalgorniN 95965 • Telephone (530) 538-7541 o. (Rev. 12/96) APPLICATION ANDPERMIT ' 00 ASSESSOR PARCEL NUMBER 042-010-105 ZAN10 `TELEPHONE BUILDING PERMIT OWNER JESSE & WENDY OCEGUEDA 873-2114 SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 466 NEWPORT DR CHICO 95973 3379 R 182 466.00 928 U 16 704.00 CONTRACTOR'S NAME LUKE MESSINGER TELEPHONE 345-6731 670 C 8,710.00 CONTRACTORS MAILING ADDRESS 13280 EGGLESTON N CHICO 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace ZERO 1,500.00 Total Valuation $ 209380.00 ARCHITECT OR ENGINEER MICHAEL D. HUBLEY LICENSE NO. Filing Fee $ 20_00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS 899-1102 Permit Fee $ 1024.50 Plan Checking Fee $ 665.93 BUILDING ADDRESS 4647 ARGELINA WAY CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1733.4 31- LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.0 USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap JJ 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK ' New/Addition ❑ Remodel ❑ Utilities 13 Installation O Other ❑ Describe Work: NSF Gas i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE s 164.0 ELECTRICAL PERMIT Fling Fee 20.0 Main Service 2o0A OR LESS 23.00 2T.0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in 9 force and effect. 75, 5,2 License Class f� Lic. No. 5 / OWNER -BUILDER DECLARATION y affirm under penalty of perjury that I am exempt from the Contractors License r the following reason: , as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. , as owner of the property, am exclusively contracting with licensed contractors to construct the project. PO am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensafio insurance carrier and policy number are: Carrier_lj� �p„yA �KS rJ, Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall ot a ploy any person in any manner so as to become subject to workers' om nsation laws f C lifornia, and agree that if I should ecome ub'ect to the o r, mpen�o o 'IS section 3700t�g� e/FR 1 shall y I s• as Date a3in Lre of Applic � Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADONIS. a ACC. BIDS, S° 3.5¢Fr: LNmµgUSID.1 BRANCH MULTI.CIRCUI @7.50 TS POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES a20 @' 0 Ex. Occup. u Ds AEsID.LNS °EE 5.00 0=0 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE s 193.75 MECHANICAL PERMIT Fling Fee I 20.0 Heating 21 130.00 Cooling Hood 6.50 6.90 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Ir, oo occ CONST. TYPE T TAL FEE $ 2 23.65 HA2. ES IMPS L;/ -Y/ FL cDF AR2 '�O/ i D E This permit is hereby issued under the Butte County Code and/or Indic for which fees have By IT EXPIRES ONT,_D.S.-B.D. the applicable provisions Resolutions to do work been paid. Date V Te rReceTiptNo. S i CANARY -ASS SOR PINK -INSPECT R GOLDENROD- PL CANT `pv wt 'Abne (530)538-7541 Fax (530)538-2140 7 County Center Drive, Orovilf�"CA 95965 -PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 0 0-1 (Dy ...,Proposed Building Use: Counter Techniciaw Date: Items required in order to Apply for a permit. All boxes MUST be checked OR marked NA in order to Apply. ' EngineeredPlot plans(j�or 4 sets, signedty the preparef of the plans. 2. omplete plans, 3 or 4 sets, signedby the prepare'r of the plans. Engineered plansoi�r 4 sets, with wet signafure,on plans ANQ�2 sets of stamped and signed calculations. Energy compliance design and Manufactured homes: (A)Data sheets and installation instructions, (B)Marriage line information, /C\Floor Plan, (]) Tie down o, foundation plans, O 7./Metal buildings: (A) Metal , (C)Elevation ^i. vvx in triplicate. ' (D) Floor plans in triplicate! Items required for initial plan review. If checked items have indexed and returned to the plan review line-up when requir -stamped and signed, in,,d El'. .8.� F166d Elevation Certificate, wet [j-9V.P16t plan and business license approval from the.Cit `6f E 0 10. Lhter of intent for non-residential building's'—... 011. Detached Accessory Building Form filled out eeow� le:m io,t been received; plin-review cannot proceed. The u8te . Date Received By ������' � ,g�°�Ll_,____ U_�ggsL�_/`^ ' /__.___ -------- ' er..................................... . � :> r ^ w������������ui�a���p���o]����� items.) ' ^ B~l ubnwo - ~~ ` 'of �«Non-heateduud - ) 1 6. Sanitation and plot plan approval from the Environmental Health Department in (CZ /)6-- -L, El 18. California Department of Forestry plan appi6val Opaid. Sent.by: ...................... 0 19. Planning approval for (A) Use: DJ� (B)Parking: Q Parcel Check: xk- &-_�i 0 20. Contact Land Development about DImprovements, DDrainage ................................ ' �m`�� .�_ E"""""".="`Permit u^driveway umxu���m.c Works Dept. (construction approval prior to occupancy). � 11 O 2 � -------- _ -' '_�� '---,--_=_-' Number' --__------�' - O 25. Verification Given »uowner, E).,K8ui|cd»nowner) ..................... .-----------' � �P" `/�U ` ' -----_-- ^~ ~.. Manufactured home utility clearance --------------------- ^' O 29. E«iobuovio�d000and/or expired peond�------ ------------ ------- ' O30. OGmu MJlTNc/Statcment of Facts, OLetter from Legal Owner, 0 Check to H.C.D. $ ' When issbed Telephone Q_j o( and hold for pickup. x have been informed � / Applicant: IJ 1. Index permit application for the above items numbered: Plan Check Letter ^ 2 A�ditional dcos required / ------`' designer, owner, was advised --' the above data ~, 0 phone, 0 mail,^ ^~ ~~~^~~.~y~~~ Contractor, designer, owner, was advised ofthe above data hv O phone. O mui[~O counter, by Date: reviewedPlans ^ , Structural reviewed by: Date: Structural approved by.-. Date:.- .. - ' ,um`�ommmcu*m*n � -���~ �� - ~` ~-.'' ��� FA r i 'T0: Building Department FROM: Environmental Health G SUBJECT: Sanitation Clearance � 5,Zgt1S E.H. USE ONLY Plot Pten Attached Roar Plan A ed Sent to G.D. 0 er Ldr6tion AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for l dwelling. Otha Q i Hold inal for: ' clearance O.K. fo : NOTE: Environmenta a th Specialist Date 8/96 COUNTY OF Bi)TTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER �iC �J✓ A.P. # � —0.( 0 QJ^ PROPROSED BUILDING USE �`y DATE 0 -T CEIPT # DATE REC. 1. BUILDING PERMIT FEES ---Balance Due....... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ SCHOOL DISTRICT FEES 0LA&''� �U J_��y (paid at School District Office) (form available after Plan Check) 143 SHERIFF FEES (paid at Building Division) esidentlal........... X $360.00 =$,3(.00. Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X —=$ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (.w `-1 J (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION #, $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during/th pla hecking process. APPLICANTDATE CN • S , ` Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) '%OUN'rY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU LDING DIVISION oijnty Center Drive • Oroville, California 95965 • Telephone (5 0) 536-75 nt41 • APPLICATION AND PERMIT BUILDING PERMIT 0NST;V-=ON LMM :NDEps mAIUNLr ADDRECS ACNITe= GR SYMNE M wLW3 ADDREss DS ND. suBDIMCKS NOME USEOFSTRUCTURE >F X Duplex ❑ Mobilahome ❑ Other -lo3( 01? 1 0 / / 4---'L,. TYPE OF WORK New Addition ❑ Remodel ❑ l ❑ steQai•Lon ❑ Other ❑ Describe Work- rm PERMIT FEE S 1& x.00 ELECTRICAL PERMIT Firing Fee 20.00 Mam Service Fireplace W; 23.00 13 . Total Valuation L Main Service Fifinq Fee S 20. 0 Permit Fee Plan Char -king Fee S $ OR ADDCO/6�.T Energy Plan Checking Fee S i3. emmmurm ) S WN REM PERMIT FEE S PLUMBING PERMIT Firing Fee 2o.DO Each Trap Solar or heat pump water heater 23.00 Water piping 15.00 IS, (/V Each gas water heater or vent t 5.00 S, D( Gas piping systam 1 - 5 outlets 15.00 f5. (� Bulicring sewer 15. D 0 S (� Mobile Home I S I G I W @20.00 rm ErL Occup. DUrLET OR FocruRIM PERMIT FEE S 1& x.00 ELECTRICAL PERMIT Firing Fee 20.00 Mam Service ooa � 23.00 13 . a°Ooa Main Service mw so Lonox 46.00NEW ( DwEiloq P. 3.5CSFTD. OR ADDCO/6�.T emmmurm ) @7.50 WN REM na.�w _ ErL Occup. DUrLET OR FocruRIM BAL ® .so Er. Occup. LmFrA=,ijOEA S.OD Temporary Service 23.00 Moble Horne Facilities 20.00 M6sc. Wirina 23.DO PERMIT FEE S MECHANICAL PERMIT Firing Fee —2 D.00 Heating :0. 60 Coolingvl- Hood ' I6.50 (oJ� Ventilation PERMIT FEE: S Oto J I -- Mobile Home Installation Fee S -1 Energy Inspection Fee S 4 •� o:c --T'-PE ITOYAL FEE $ QOX I Z. I D. FEES SIM FLO90 CDF d i 65JE -Z. This permit is hereby issued udder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �_- PERMIT EXPIRES ON BUTTE COUNTY PARRS DEVELOPMENT FSB CERTIFICATION FORM CHICO AREA RECREATION AND PARK.DISTRICT j� Assessor Parcel Number(s) o� v � Property Owner Oc'e' _ - ued cz Project Location/Address -7 Subdivision Ch -60 Pft4M Vv Kd tot Number(s) Resideyrtial Development: (check one) New Development _Alteration/Addition Mobilehome(s) Non -Residential to to Residential Total Number of Dwelling Units OYI Comment: Buildin44 Department Representative Date ,Chico Area Recreation and Park District(CARD) certifies that I;v2 u6 '6L uedct_ 8R3 -Z /1 y (Applicant Name) (Phone Number) �4Co(D � Qt,U pc�✓�- Cir', ' (Street Address) ►'eo �� _,�` (359-73 (City) (State) (Zip Code) has complied with the.requirements of Butte Co. Resolution No. 90-1400 by payment for- dwelling units @ $1,189 for total.payment of $ 8'7 _... CARD Representative Date PAID BY CHECK NO. 40nQ.? REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fec (form rcvised Ii/90) 11/14/0.3 #4976 5:00E -M. XX*TGTRL $1189.00 Yellow -Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. w ,,, `h. School District A.P. Number Property Owner Property LocatioNA Subdivision BUTTE COUNTY SCHOOLS,IMPACT'F&E CERTIFICATION FORM (One f&nn!'j*uBuliding) cl)lit 1 ! I e t' Building Department No. Residential Development Q No o? -Living Mobile Home Units Installation Commercial/Industrial Building Department 0 New Addition • r . ................... ,..`............:...�................... $q. Footage 33� 'i,Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection) i ........ ......................................................._. __...: Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. 0 b 3 C9 91 a U sT�) School District certifies that U to IU Q (Street Address) (City) has complied with the requirements of Resolution No. representing 3379 9 square feet. School District Representative 0 Sq. Footage (Including Exterior Roofed Areas) Il-l�f-off Date ` W noe!2ell (Applicant) 1�3-a (Phone Number) C/ (state) (Zip Code) 0 I Q by payment of $ / . 6 IM 2926 $ FULL MRIGATION $ Paid by Check #� Remarks: r Date N Moor : You may protest the imposition of the fess identified above by submitting a written protest to the District, In compliance with Govarrrre a Code Section 66020(a), wMdn 90 days from the data fees are paid. Failure to submit a timely written protest wltl'prohM you from clallenpinp the Imposition of the fess In any court adios. a If. subsequent to the School District Representative signing this ordte County Schools hnpsu Fee CeMScation Form, the School. District is Will by the applicable Local Planning Agency that this project Is being revlow under the CalUonds Enironnannfal Qr rft Act (CEQA), this projsat may be subject to additional school fees to fully mMR I his Impact on the school dlstrlct's schools. White (applicant), Yellow (building department), Pink (school district) - feeform.* (10/03)dmm AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. - The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date if D PROPERTY OWNERS: • GLV • (��� ���.� r State of California ) Ki4 ��j .. ��CCt;'{t�c7 rti County of"�.G.Zztz t J On &Z / e�/Afy-3 before me, Je'�-'sc� cCL%aeda- �� /1? - 1 YL - personally appeared fal��� , Lcsc" - G=mac L�,C9t, lc_personally known to me (or proved to men the basi` of satisfactory evidence) to 6e the perso (s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and.official seal. Signature t_�J '� �- Seal: A.P. # iJ y Gl/CJ "�U REBECCA L. BLEDSOE ;.., Commission #1297451 Notary Public a) Butte County, California U My Comm. Exp. APR 13, 2005 AND,WHEN RkCORDEb MAIL TO: a4DK2)Z— <Fj£B i (aa'Sp BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE Recorded 1 REC FEE i i?;, Q10 OROVILLE, CA 95965 Off iciai Records i CopiES L. 50- rCounty Lowlyof i BUTTE i CANDACE J. GRi BZRS i Recorder I ROSEMARY DiCKSDN 1 Assistant 1 Kathy (� 09:02AM 17 -Nov -2003 i page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. - The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date if D PROPERTY OWNERS: • GLV • (��� ���.� r State of California ) Ki4 ��j .. ��CCt;'{t�c7 rti County of"�.G.Zztz t J On &Z / e�/Afy-3 before me, Je'�-'sc� cCL%aeda- �� /1? - 1 YL - personally appeared fal��� , Lcsc" - G=mac L�,C9t, lc_personally known to me (or proved to men the basi` of satisfactory evidence) to 6e the perso (s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and.official seal. Signature t_�J '� �- Seal: A.P. # iJ y Gl/CJ "�U REBECCA L. BLEDSOE ;.., Commission #1297451 Notary Public a) Butte County, California U My Comm. Exp. APR 13, 2005 .K Order No. BU -204056 DMP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: BEING LOT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE 27. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT' B LYING WESTERLY OF THE CENTERLINE OF MUD CREEK, AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 25, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-22042, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 042-010-105-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT B LYING WESTERLY OF THE CENTERLINE OF MUD CREEK, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE 27. 19 SITE PLAN REVIEW APPLICATION Date: 8 _1 L1— --,7 AP# C)Ll Z - e,\)- j 0 `j Permit Number fif applicable) as _- ZLj 7 APPLICANT INFORMATION Parcel Size: le Af— Owners Name: 0 C U 5 i1J �Ai �ti .�j Ls S Owners Address: ) O `L L,-) W N P F, Telephone No.: ��3 2)) L( 591- Situs Address: Propose_ d Use: Residential ® New Single Family Residential ❑ - Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑. Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well 11 Agricultural Buffer Form DO NOT WRITE BELOW THIS LINE -DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval - - PP ® Site Plan Stamped Approved By Date 19 —q,�_ 4 Page 1 of 4 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: C) 3 2-0 Index Date: L� — 20 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — i -D 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 v p911-- Side Side (� Side Street Rear } 0 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 ❑ 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. z _ Parcel Created By Deeds: Date of Creation C�l - Legal Access Provided: ❑ No ® Yes Deed of Reference: 9 V " 1� H -9 _ Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No E Yes, Road Name: ,A0Gr.Lr--nIA Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Pro_ vide Deed of Creation'. ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 J ❑ 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. FE Page 4 of 5 Verticallrechnology er Engineering BUTTE COUNW 383 Rio Lindo Ave Suite 200, Chico, CA 95926 BUILDING DIVISION eC Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net APPROVE® Structural Calculations OCT 0 6 2003 P_ ETE�g�d P Client: - Jesse and Wendy Ocegueda 6.INM� OWEFi6�CIA7�8 Project: Ocegueda Residence Location: Angelina Court, Chico, CA 03 PLAN REVIEW APPROVAL ;��,��`� D. o PLAN REVIEW APPROVAL NOV'- 2003 �. UNHART PETERSEN POWERS ASSOCIATES s �® N 0 V 12-12003 UNHART PETERSENPOWERS ASSOCIATES Attention: This engineer is not responsible for on sitJi pection to assure compliance with the standards, sizes, materials, or workmanship specified herThis engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 7/30/03 1 ' STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING =1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3 -1/2 - SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. Z VERTEMENGINEERING PROJECT: 7/30/03 it 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2'X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTEMENGWEERING PROJECT: ✓ 7/30/03 6-4 POSTSITRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12)16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8,-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B ' FAGE , L � _ -r--�-- | 'PROJECT l,/I a VERTECH ENGINEERING PAGE ENGINEER DATE C� DESIGN OF LG i a ! , j I i i^ , r ..,. y .. .. _...... ... r__...,,•_..€.._...........; ................»..... _.. ._ .... ... ..... ..... _ i... ! +_... _�. _.. »l.._._._. :. _s..._........»......._....._.._... i.... ..._! ......_ t.....__.._L........_;..._......5......._... .. ..... _.. ! L ..... ! .. € ..... _. ; ...... ! 4 .... - c .f S _.. E- _ _.....,j,,......._....._......... k ...... .. .. ..... _._.._..... _...j.._ ; ! ..........._«^._...._......_,........w.._.,..,....`.._._.__i.... ._._.... .^_....... ...'. 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[ t ........_...._�.............. .._........ ..... _ ... .. 1997 UBC Static Seismic Forces VerTech Engineering Project: Ocegueda Residence Date: Comments: 2 -Story Portion Units: Zone = 3 15.2 Soil type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn,,= 21 HEIGHT TO ROOF) 'a Ct = =.020 FOR ALL OTHERS TA = Ct(hn)" USE Max TB = 1.4`TA 15.2 VEQ = (Cvl'W)/(R'T) 3.7 15.2 Ft = 0.07'T'V (If T<.7, Ft7-0) ROOF = 0.9 6796 EQ: CvURT = 0.5004 0.5009 V/W: VEQ = 46.6 47 V: P = n nn 10th MIN V MAX V USE a 2.5 a 15.2 0.0396 0.1636 3.7 15.2 7/29/2003 Kips & Feet (UNO) Ll f LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ Y, VEQ MOT Diaphragm ROOF 12 21 37.704 792 9.3 9 112 9 10th 0 9 0 0 0.0 9 112 0 9th 0 9 0 0 0.0 9112 0 8th 0 9 0 0 0.0 9 112 0 7th 0 9 0 0 0.0 9 112 0 6th 0 9 0 0 0.0 9 112 0 5th 0 9 0 0 0.0 9 112 0 4th 0 9 0 0 0.0 9 112 0 3rd 0 9 0 0 0.0 9 112 0 2nd 9 9 55.329 498 5.9 15 249 10 1st 0 0 0 0 0.0 15 249 0 I vo.uoo I Izwu I 1997 UBC Static Seismic Forces VerTech Engineering Project: Ocegueda Residence Date: Comments: 1 -Story Portion Units: Zone = 3 7.7 Soil. type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) Ct = 1 =.020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4•TA 7.7 VEQ = (Cv'I*M/(R`T) 1.9 7.7 Ft = 0.07•'T•V (If T<.7, Ft=O) T=1=7=1 0.129 EQ: CAIRT = 0.7614 0.7611 VIM VEQ = 36.0 36 V: Ft = 0.00 7/29/2003 Kips & Feet (UNO) .1` a 2.-5=a/ 7.7 0.0396 0.1636 1.9 7.7 7/29/2003 Kips & Feet (UNO) ��o■y 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Ocegueda Residence Date: 7/29/2003 Comments: Wind Speed: 75 mph Importance: 1 4.2 Exposure: B 6.3 6.8 7.3 ❑ One Story or Partially Enclosed Multi-StoryStructure -6.3 -6.8 -7.3 Primary Frame. Elevation Elevation Elevation Method A is 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof -11.6 -12.5 Partially Enclosed Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -9.4 37- 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >712 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 PROJECT G VERTECH 'ENGINEERING ENGINEER DESIGN OF Lcx-,d De, ... ....... . . . ...... . .. - - ----- .... . ....... ........ ... ..... ... . ....... ..... . . _..._...._......7 A 1. 0 I r� . ....... . .. ..... . ..... . ...... . ....... PAGE DATE IL IN ` .. ........ .. _ � \ � Shear Wall Design Program VerTech Engineering Project: Ocegueda Residence 2X Sill 3X Sill 3.17 Date: 7/29/03 Location: 0.84 1.98 NG 1.52 Units (UNO): lbs, in Panel Thickness 3/8 NG 0.76 Panel Orientation Short Dimension Aaoss Studs • Nail Type 8d Anchor Bold Diam. 1/z Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Fnd Sill Plate Grade DF -L AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99. 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9. 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing (Z-. AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 VerTech Engineering Project: OC LA C.8 Q Page: 3 Engineer: Aj Date: Desian of : Shear Walls Framinn Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Lenath Load/ft Edge Nail Wall(lbs) m u iii Ib/ft in A 3213 120 12 12 268 4" B,R 3321 11 11 11 302 4" 13,1 7512 35.7$, 35.75 35.75 210 6" C, R 3321 13.5, 13.5 13.5 246 6" C 1 7037 28;,5 28.5 28.5 247 6" 1,R 4658 M5 10.5 10.5 444 3" 1,1 8133 1$0 11 11 739 4/4 2,R 4658 29-1 29 29 161 6" 2,1 7080 120 12 12 590 2" 3 2750 141i" 11 11 250 6" 4 2750 17 17 17 162 6" VerTech Engineerin g Project: QCfjQ�ACA Q Page: Engineer: JAS Date: Q _ Design of: Shear Walls Stability Overturning Overall Resistive Gravi OT OT Righting Net Length Length Load Height Moment Moment M/D Wall ft) (ftl flt ft 6 6 150 9 14458.5 2700 2108- a�m�a� /-50' Design of: Shear Walls Stability Segment Seciment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -1h) (ft-Ihl nhi mo aaa maaae�■ �aaae� aaaao� PROJECT.l,k C_j PAGE `C VERTECH ENGINEERING ENGINEER AT DATE C� } - ' DESIGN OF G rQV i M a r ? ; : i t t i ? , + i 63i i I i _..s.._........ _ .... 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J .... . ..... . ........... .. . ....... ... ........ . . ..... .. . . ...... . ..... .. . .. .. . ........ . . . ....... ....... . ..... . . ........ .... . ... . ...... ....... ... _..t...._._.. !........_..._I._.._..._....._ .... .. ........ .. . ..... I (o..Ps.__.......p.l Co.: .... . ..... .... . ... .. . ....... .. .... f......_.............__1..._...... . ...... . ..... . . ....... . . .... . ...... --- - -­ . ..... _..._..........._.....i_........_... ....... .... .. .. .... . ....... ....... . .... ...._.i...._......_2 PAGE PROJECT ' VERTEdH 'ENGINEERING ENGINEER DESIGN OF G bc-oyy-, s ...._.....i._.: .. . ......... . ........ ..... . ..... ..... . ..... . ...... cr 11 a_i ........ ........ 4.t . . . ........ ... . ...... . ...... ........ . ...... . . ........I i. ...... 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If-+ .... . ..... . . . ...... . ...... M. .. ... . ..... . ........ ..... .... . ....... ........ . .. VI) COMPANY PROJECT WoodWork5 ror�w.u�rrorr woonn�cv 111119 In 2001 CIA -08-21 I DreallPfla - R1 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft) Start End Pattern Load? RoofL Dead Partial Area 16.00(14.50)* 0.00 4.00 No RoofL Live Partial Area 16.00(14.50)* 0.00 4.00 No RoofL Live Partial Area 16.00 (2.00)* 4.00 6.00 No RoofL Dead Partial Area 16.00 (2.00)* 4.00 6.00 No PL DL Dead Point 850 4.00 No PL LL Live Point 850 4.00 1 No Dead 942 Design Value 959 Live 913 fv @d = 66 929 Total 1855 fb = 845 1888 Bearing: Live Defl'n 0.04 = <L/999 1.0 0.18 -Length 1.0 Timber,soft, D.Fir-L, No. 1, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Anal sis/Desi n Shear fv @d = 66 Fv' = 85 fv Fv' = 0.78 Bending(+) fb = 845 Fb' = 1200 fb/Fb' = 0.70 Live Defl'n 0.04 = <L/999 0.20 = L/360 0.18 Total Defl'n 0.09 = L/800 0.40 = L/180 0.22 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 3630 lbs -ft Shear : LC# 2 = D+L, V = 1859, V@d = 1825 lbs Deflection: LC# 2 = D+L EI= 309.37e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 2� Beam Sizer Design Program .g VerTech Engineering Project: Ocegueda Residence 'Date: 7/30/2003 Location: B2 ❑ Valley Beam Slope of roof 10 :12 Select Beam Width 5.5 in Dead Load 16 psf El Round Member Live Load 16 psf DF -L #1 - Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1349 psi Length of Beam 4 ft Fv' 85 psi Width tributary to beam: 14.5 ft Unbraced Length 2 ft Height Required 3.4 in CD 1.00 CF 1.00 A Req'd 19 in^2 CM 1.00 CV 1.00 S Req'd 9 in^3 Ct 1.00 Cfu 1.00 1 Req'd 10 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 125231 le= 4.1 RB= -2.4 Fb*= 1350 Total Uniform Load 534 pif Mmax 1068 ft -Ib Vmax 1068 Ib ❑ Shear at d from face? EI Req'd 15 *10^6 #-in^2 COMPANY PROJECT WoodWorks", . - SORW"#7F0R WOOD OES QV Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 107 Total Start End Start End Load? RoofL Dead Triangular 0.0 64.0 0.00 5.00 No RoofL Live Trian ular 0.0 64.0 0.00 5.00 No MAXIMUM U, a. I Dead 56 Value 110, Live 53 Shear 107 Total 110 95 216 Bearing: fb = 815 Fb' = 1.0 fb/Fb' = 0.60 1.0 Length Lumber -soft, D.Fir-L, No.2, 2xV Self Weight of 1.25 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and In t Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv @d = 52 Fv' = 95 fv Fv' = 0.54 Bending(+) fb = 815 Fb' = 1350 fb/Fb' = 0.60 Live Defl'n 0.05 = <L/999 0.17 = L/360 0.31 Total Defl'n 0.13 = L/446 0.33 = L/180 0.40 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.50 1.000 1.00 1.00 2 Fv' = 95 1.00 .1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 208 lbs -ft Shear : LC# 2 = D+L, V = 216, V@d = 180 lbs Deflection: LC# 2 = D+L EI= 8.57e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Beam Sizer Design Program VerTech Engineering Project: Ocegueda Residence Date: 7/30/2003 Location: B4 ❑ Valley Beam Slope of roof 10 :12 Select Beam Width 1.5 in Dead Load 8 psf ❑ Round Member Live Load 16 psf DFL #2 Dimensional J ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1347 psi Length of Beam 4 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 2.0 in CD 1.00 CF 1.50 A Req'd 2 in^2 CM 1.00 Cv 1.00 S Req'd 1 in^3 Ct 1.00 Cfu 1.00 1 Req'd 1 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 32433 le= 2.1 RB= 4.6 Fb*= 1350 Total Uniform Load 53 plf Mmax 106 ft -Ib Vmax 106 lb ❑ Shear at d from face? EI Req'd 2 *10^6 #-in^2 COMPANY PROJECT WbodWorks® SORWAREFOa WOOD 0MCN ' Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) MAXIMUM REJ U IONS (lbs) and BEARING LENGTHS (in) : 119 Value Desi n � . - 112 Shear Load Type Distribution MagnitudeLocation (ft] Pattern fb = 971 955 1.0 Start End Start End Load? -Length RoofL Dead Triangular 0.096.0 0.00 7.00 No 0.47 = RoofL Live Trian ular 0.0 96.0 0.00 7.00 1 No MAXIMUM REJ U IONS (lbs) and BEARING LENGTHS (in) : 119 Value Desi n � . - 112 Shear 231 Total 231 95 229' 7' Dead 119 Value Desi n Live 112 Shear 231 Total 231 95 229' Bearing: fb = 971 955 1.0 fb/Fb' = 0.83 Live Defl'n -Length 0.23 = L/360 1.0 Lumber -soft, D.Fir-L, No.2, 2x6" Self Weight of 1.96 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: t stress=est- and in I Criterion Analysis Value Desi n Value Anal sis/Desi n Shear fv @d = 67 Fv' = 95 fv Fv' = 0.71 Bending(+) fb = 971 Fb' = 1170 fb/Fb' = 0.83 Live Defl'n 0.08 = <L/999 0.23 = L/360 0.33 Total Defl'n 0.20 = L/420 0.47 = L/180 0.43 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.30 1.000 .1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 612 lbs -ft Shear : LC# 2 = D+L, V = 455, V@d = 370 lbs Deflection: LC# 2 = D+L EI= 33.27e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT WoodWor'kso SOFMARF FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Total 1785 9= Start End Start End Load? Roofl, Dead Full Area 16.00 (3.00)* 1.0 No RoofL Live Full Area 16.00 (3.00)* L/360 No Wa11L Dead Full Area 15.00 (6.00)* L/180 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Q 0' Dead 1353 Value Live 432 13E Total 1785 9= Vr = 7481 17£ caring: M = 8031 Length 1.0 M/Mr = 0.45 Live Defl'n 0.14 = 1.0 PSL, 2.OE, 290017b, 3-1/2x11-1/4" Load combinations: ICBG -UBC; Self Weight of 12.3 plf automatically included in loads; SECTION vs. DESIGN CODE NDS -1997:1 lbs. lbs -ft. or in l Criterion Anal sis Value Design Value Anal sis/Desi n Shear V @d = 1599 Vr = 7481 V/Vr = 0.21 Bending(+) M = 8031 Mr = 17970 M/Mr = 0.45 Live Defl'n 0.14 = <L/999 0.60 = L/360 0.23 Total Defl'n 0.78 = L/277 1.20 = L/180 0.65 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 1.01 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 8031 lbs -ft Shear : LC# 2 = D+L, V = 1785, V@d = 1599 lbs Deflection: LC# 2 = D+L EI= 830.57e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. COMPANY PROJECT WoodWo k.,® SOFMAAFFOA WOOD DFSJGti Design Check Calculation Sheet Sizer 2002a LOADS:. ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft) Pattern Shear fv @d = tal Start End Start End Load? RoofL Dead Full Area 16.00 (3.00)* th No RoofL Live Full Area 16.00 (3.00)* L/360 No wallL Dead Full Area 15.00 (7.00)* L/180 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : !ad 676 Value Desi n ve 204 Shear fv @d = tal 880 95 fv/Fv' = 0.47 'ing: fb = 732 Fb' = th 1.0 Live Defl'n 0.03 = Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateralsupport: top= full, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: f stress=nsi_ and to Criterion Analysis Value Desi n Value Analysis/Design Shear fv @d = 45 Fv' = 95 fv/Fv' = 0.47 Bending(+) fb = 732 Fb' = 1170 fb/Fb' = 0.63 Live Defl'n 0.03 = <L/999 0.28 = L/360 0.11 Total Defl'n 0.19 = L/538 0.57 = L/180 0.33 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 1870 lbs -ft Shear : LC# 2 = D+L, V = 880, V@d = 755 lbs ` Deflection: LC# 2 = D+L EI= 177.83e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Beam Sizer Design Program VerTech Engineering Project: Ocegueda Residence Date: 7/30/2003 Location: B8 ❑ valley Beam Slope of roof 8 :12 Select Beam Width 5.5 in Dead Load 16 psf ❑ Round Member Live Load 16 psf DF -L #1 I Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 1349 psi Length of Beam 15.5 ft Fv' 85 psi Width tributary to beam:.. 3 ft Unbraced Length 2 ft Height Required 6.2 in CD 1.00 CF 1.00 A Req'd 14 in^2 CM 1.00 Cv 1.00 S Req'd 28 in^3 Ct 1.00 Cfu 1.00 1 Req'd 111 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 68854 le= 4.1 RB= 3.2 Fb'= 1350 Total Uniform Load 106 pif Mmax 3174 ft -Ib Vmax 819 Ib ❑ Shear at d from face? EI Req'd 177 '10^6 #-in^2 �sI COMPANY PROJECT 0'-Weo'dWorks" SOFMARF FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Start End Location [ft) Start End Pattern Load? RoofL Dead Full Area 16.00(16.50)* 5745 No RoofL Live Full Area 16.00(16.50)* 2.7 No WallL Dead Full Area 15.00 (8.00)* L/360 No F1ooL Dead Full Area 15.00 (7.50)* L/180 No F1ooL Live Full Area 40.00 (7.50)* No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' in, Dead 2530 Value 2530 Live 2820 Shear 2820 Total 5350 5745 5350 Bearing: M = 13374 Mr = 2.7 M/Mr = 0.97 2.7 Length PSL, 2.OE, 290OFb, 2-11/16x11-1/4" Load combinations: ICBO-UBC; Self Weight of 9.45 plf automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: (lbs. lbs -ft, or in) Criterion Analysis Value Design value Anal sis/Design Shear V @d = 4347 Vr = 5745 V Vr = 0.76 Bending(+) M = 13374 Mr = 13798 M/Mr = 0.97 Live Defl'n 0.20 = L/603 0.33 = L/360 0.60 Total Defl'n 0.47 = L/257 0.67 = L/180 0.70 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 1.01 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 13374 lbs -ft Shear : LC# 2 = D+L, V = 5350, V@d = 4347 lbs Deflection: LC# 2 = D+L EI= 637.76e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. COMPANY PROJECT ood1/Vorks . SOFTWARFFOA WOOD DEtilGN Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? RoofL Dead Partial Area 16.00(16.50)* 7.00 11.00 No RoofL Live Partial Area 16.00(16.50)* 7.00 11.00 No WallL Dead Full Area 15.00 (8.00)* L/360 No F1ooL Dead Full Area 15.00 (7.50)* L/180 No F1ooL Live Full Area 40.00 (7.50)* No EQl Live Point -1332 0.00 No EQ2 Live Point 1332 11.00 No PL1 L Dead Point 1034 7.00 No PL1 L Live Point 1034 7.00 No PL2 L Dead Point 1253 11.00 No PL2LL Live Point 1253 1 11.00 1 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Dead 4540 Value 4175 Live 5546 Shear 5275 Total 10086 17955 9459 Searing: M = 64486 Mr = Length 2.6 Live Defl'n 2.4 PSL, 2.OE, 290OFb, 5-114x18" Load combinations: ICBO-UBC; Self Weight of 29.53 plf automatically included in loads; WARNING: point loads applied at support locations only affect maximum reactions and bearing lengths. The point loads have been added to the reactions without regard for load patterns. SECTION vs. DESIGN CODE NDS -1997: fibs. Ibs-ft. or In t Criterion Analysis Value Desi n Value Analysis/Design Shear V @d = 9243 Vr = 17955 V Vr = 0.51 Bending(+) M = 64486 Mr = 65497 M/Mr = 0.98 Live Defl'n 0.51 - L/486 0.68 = L/360 0.74 Total Defl'n 1.10 = L/223 1.37 = L/180 0.80 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 0.96 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 _ E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 64486 lbs -ft Shear : LC# 2 = D+L, V = 10086, V@d = 9243 lbs Deflection: LC# 2 = D+L EI=5103.00eO6 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 34 Beam Sizer Design Program VerTech Engineering Project: Ocegueda Residence Date: 7/30/2003 Location: B11 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 15 psfDF-L ❑ Round Member Live Load 60 psf #2 Dimensional Q Horiz. Member TULL Defl. Criteria (LI) 240. 360 Fb' 1024 psi Length of Beam 14 ft Fv' 95 psi Width tributary to beam: 1.33 ft - Unbraced Length 1 ft Height Required 10.7 in CD 1.00 CF 1.00 A Req'd 11 in^2 CM 1.00 Cv 1.00 S Req'd 29 in13 Ct 1.00 Cfu 1.00 1 Req'd 77 in^4 Cf 1.00 Cr 1.15 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 5961 le= 2.1 RB= 10.8 Fb'= 1035 Total Uniform Load 100 pif Mmax 2444 ft -Ib Vmax 698 Ib ❑ Shear at d from face? r EI Req'd 148 '10^6 #-in^2 �T- Beam Sizer Design Program VerTech Engineering Project: Ocegueda Residence Date: 7/30/2003 Location: B12 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 5.125 in Dead Load 15 psf ❑ Round Member Live Load 60 psf 24F -V4 Glu -lam � ❑� Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 2393 psi Length of Beam 15.5 ft Fv' 190 psi Width tributary to beam: 7 ft Unbraced Length 1 ft Height Required 11.1 in CD 1.00 CF 1.00 A Req'd 32 in^2 CM 1.00 Cv 1.00 S Req'd 79 in^3 Ct 1.00 Cfu 1.00 1 Req'd 489 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 75364 le= 2.1 RB= 3.2 Fb*= 2400 Total Uniform Load 525 plf Mmax 15766 ft -Ib Vmax 4069 Ib ❑ Shear at d from face? EI Req'd 1056 *10^6 #-in^2 r r. COMPANY PROJECT odWorks SOFTWARFFOR WOOD DEP" .1111V In 20nl 10 -AQ -AR, (1-ampda R1,1; Design Check Calculation Sheet Sizer 2002a LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? RoofL Dead Full Area 16.00 (5.00)* Bending(+) No RoofL Live Full Area 16.00 (5.00)* 2.8 No WallL Dead Full Area 15.00 (8.00)* 0.83 No F1ooL Dead Full Area 15.00 (7.00)* L/180 No F1ooL Live Full Area 60.00 (7.00)* No PL DL Dead Point 1944 1.50 No PL LL *m_4-. Live __.. -1« Point 1 - 4663 1.50 No Dead 3822 Value 2327 Live 7375 Shear Total 11197 Bending(+) 3788 Bearing: Mr = 26955 6115 2.8 Live Defl'n 0.36 = L/435 -Length L/360 0.83 1.6 PSL, 2.OE, 290OFb, 5-114x11-1/4" Load combinations: ICBO-UBC; Self Weight of 18.46 plf automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: (Ibs, Ibs-ft, or In) Criterion Analysis Value Design Value Analysis/Design Shear V @d = 10425 Vr = 11222 V Vr = 0.93 Bending(+) M = 22701 Mr = 26955 M/Mr = 0.84 Live Defl'n 0.36 = L/435 0.43 = L/360 0.83 Total Defl'n 0.67 = L/232 0.87 = L/180 0.78 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 '1.00 1.00 1.00 1.000 1.01 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 22701 lbs -ft Shear : LC# 2 = D+L, V = 11197, V@d = 10425 lbs Deflection: LC# 2 = D+L EI=1245.85e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Ream Sizer Design Program VerTech Engineering Project: Ocegueda Residence Date: 7/30/2003 Location: B14 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 15 psf [IRound Member Live Load 40 psf DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 892 psi Length of Beam 15.5 ft FV 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 10.9 in CD 1.00 CF 1.00 A Req'd 9 in^2 CM 1.00 Cv, 1.00 S Req'd 30 in^3 Ct 1.00 Cfu 1.00 1 Req'd 77 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 5867 le= 2.1 RB= 10.9 Fb"= 900 Total Uniform Load 73 plf Mmax 2197 ft -Ib Vmax 567 Ib ❑ Shear at d from face? EI Req'd 134 •10^6 #-in^2 COMPANY PROJECT (9)'woodW,orkss SOFMARF FOR WOOD DOUGH Design Check Calculation Sheet Sizer 2002a Load Type Distribution Magnitude Location [ft] Pattern Shear V @d = :al Start End Start End Load? F1ooI, Dead Partial Area 15.00(14.00)* 0.00 6.50 No FlooL Live Partial Area 40.00(14.00)* 0.00 6.50 No F1ooL Dead Partial Area 15.00(13.25)* 6.50 17.00 No F1ooL *Tri 1-,.,-.. Live fl: 11 Partial Area 1-1 40.00(13.25)* 6.50 17.00 No id 1944 Value Design re 4663 Shear V @d = :al 6606 13965 V/Vr = 0.41 .ng: M = 27593 Mr = ith 1.7 Live Defl'n 0.42 = PSL, 2.OE, 290OFb, 5-114x14" Load combinations: ICBG -UBC; Self Weight of 22.97 plf automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: ( lbs. lbs -ft- or in Criterion Anal sis Value Design Value Anal sis/Desi n Shear V @d = 5681 Vr = 13965 V/Vr = 0.41 Bending(+) M = 27593 Mr = 40743 M/Mr = 0.68 Live Defl'n 0.42 = L/483 0.57 = L/360 0.75 Total Defl'n 0.69 = L/297 1.13 = L/180 0.61 ADDITIONAL DATA: (FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 i.00 1.00 1.000 0.98 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 27593 lbs -ft Shear LC# 2 = D+L, V = 6606, V@d = 5681 lbs Deflection: LC# 2 = D+L EI=2401.00e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. ;9 COMPANY PROJECT O 'd WI: orks SOFTWARE FOR WOOD DMC.V Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load RoofL Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? 933 Dead Full Area 16.00 (5.00)* Total No RoofL Live Full Area 16.00 (5.00)* 0.47 = L/360 No Wa11L Dead Full Area 15.00 (8.00)* -Length No F1ooL Dead Full Area 15.00 (1.33)* No F1ooL Live lFull Area 1 40.00 (1.33)* 1 INO Dead 1646 Design Value 1646 Live 933 Vr = 9227 933 Bending(+) Total 2580 M/Mr = 0.48 2580 Live Defl'n Bearing: 0.47 = L/360 0.36 Total Defl'n 1.0 0.93 = L/180 1.0 -Length PSL, 2.OE, 290OFb, 5-114x9-1/4" Self Weight of 15.18 plf automatically included in loads; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: ( lbs, lbs -ft, or in) Criterion Analysis Value Design Value Anal sis/Desi n Shear V @d = 2296 Vr = 9227 V Vr = 0.25 Bending(+) I M = 9028 Mr = 18623 M/Mr = 0.48 Live Defl'n 0.17 = <L/999 0.47 = L/360 0.36 Total Defl'n 0.61 = L/276 0.93 = L/180 0.65 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 .1.00 1.00 1.00 1.000 1.03 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 9028 lbs -ft Shear : LC# 2 = D+L, V = 2580, V@d = 2296 lbs Deflection: LC# 2 = D+L EI= 692.52e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are.appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Beam Sizer Design Program VerTech Engineering Project: Ocegueda Residence Date: 7/30/2003 Location: B17 ❑ valley Beam Slope of roof 8 :12 Select Beam Width 1.5 in Dead Load 16 psf ❑ Round Member Live Load 16 psf DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 1346 psi Length of Beam 5 ft Fv' 95 psi Width tributary -to beam: 2 ft Unbraced Length 1 ft Height Required 2.8 in CD 1.00 CF 1.50 A Req'd 3 in12 CM 1.00 Cv 1.00 S Req'd 2 in13 Ct 1.00 Cfu 1.00 1 Req'd 2 in14 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc • 1.00 CL 1.00 Fbe=. 22761 le= 2.1 RB= 5.5 Fb*= 1350 Total Uniform Load 70 plf Mmax 220 ft -lb Vmax 176 Ib ❑ Shear at d from face? EI Req'd 4 *10^6 #-in^2 Beam Sizer Design Program g VerTech Engineering Project: Ocegueda Residence Date: 7/30/2003 Location: B18 ❑ Valley Beam Slope of roof 8 :12 Select Beam Width 5.5 in Dead Load 16 psf El Round Member Live Load DF -L #1 16 psf RI Horiz. Member TULL Defl. Criteria (U) - 240 360 Fb' 1349 psi Length of Beam 11 ft Fv' 85 psi Width tributary to beam: 3.5 ft Unbraced Length 2 ft Height Required 4.7 in CD 1.00 CF 1.00 A Req'd 12 in^2 CM 1.00 Cv, 1.00 S Req'd 17 in^3 Ct 1.00 Cfu 1.00 1 Req'd 46 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 92162 le= 4.1 RB= 2.8 Fb*= 1350 Total Uniform Load. 123 plf Mmax , 1865 ft -lb Vmax 678 Ib ❑ Shear at d from face? EI Req'd 74 *10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity' Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 5 0.83 829 10156 15960 21763 27567 6 0.73 733 8975 14104 19232 24361 7 0.63 625 7656 12031 16406 20781 8 0.52 523 6409 10072 13734 17396 9 0.44 436 5347 8402 11458 14513 10 0.37 366 4484 7047 9609 12171 11 0.31 310 3794 5961 8129 10297 12 0.26 265 3241 5092 6944 8796 13 0.23 228 2795 4392 5988 7585 14 0.20 199 2432 3821 5211 6600 15 0.17 ' 174 2133 3352 4571 5790 16 0.15 154 1885 2963 4040 5117 17 0.14 137 1678 2636 3595 4553 18 0.12 123 1502 2360 3218 4077 19 0.11 110 1352 2125 2897 3670 20 0.10 100 1223 1922 2622 3321 21 0.09 91 1112 1748 2383 3018 22 0.08 83 1015 1595 2175 2755 23 0.08 76 930 1462 1993 2525 24 0.07 70 856 .1344 1833 2322 .25 0.06 64 789 1241 1692 2143 26 0.06 60 731 1148 1566 1983 27 0.06 55 678 1066 1453 1841 28 0.05 52 631 992 1352 1713 29 0.05 48 589 925 1262 1598 30 0.04 45 551 865 1180 1494 4X12 33370 29490 25156 21059 17569 14734 12465 10648 9182 7990 7009 6195 5512 4935 4443 4020 3654 3335 3057 2811 2594 2401 2228 2074 1935 1809 IZ 0 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc . E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 • 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444- 244417 17 0.32 319 9650 1.3159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 ' 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555- 255523 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 43 VerTech Engineering Project: Q Page: Engineer: AT Date: Design of: Floor Framing Floor Loads DL=' 15 psf LL= 40 psf Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Joists:. Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E c 1.6 UNO. k VerTech Engineering Project: () Engineer: Al Design of: Roof Framing Page: Date: -7 03 Roof Loads DL= 16 psf LL= 20 psf Roof plywood: 1/2".CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf -T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 36 psf Rafters: Live Load = 20 psf Dead Load = 16 psf Total Load = 36 psf Typical Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". VerTech Engineering Project: Engineer: ssign of: Foundations Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): Page: Date: �- 8" solid grouted (Pm = 1500 psi) with #4 at 24" O.C. each way. ' Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cao. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND UNUSUAL CIRCUMSTANCES REQUESTN ACA ��° Butte County requires a 300 foot buffer between neighboring a operations and a residence. This dimension is based on environmental assessments and studie ... Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met n existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601. Nae: b/ nd 4E55e- -0a�► Phone: m Mailing Address: E -Mail address Assessor's Parcel Number: Gq2- - 010 - . / 06 - Reason you believe you qualify for the unusual circumstances exception: a .�ChlL Oh 1�. P-IL63 Owner or Auth tzed Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for`specific requirements .................................................................................................................................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: I - Reason/Cond-itions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: 12 LtO (� p ) V re�m� YMC 7/1/03 Dec 18 02 08:07a PLAN REVISION Please complete the following information in order to process your submittal, If this form is not com leie co and legible, it may cause a delay in processing. P rreu " Owner's Name: e o Ul cc) Received By:2 Date: A.P. #: O Z O 10 ' (O Permit #: 2 L/ ContactPhoneNumber. Purpose of submittal: 0 Permit Applicatioa Data Item 0 Engineering , 0 Plan Revision 0 Requested by Building Inspector or Correction Notice - Inspector's Name: Zriequested By Plan's Examiner- Examiner's Name: ❑ Other: / If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. g• �wIifQs matt clearly chnw When Approved, Process as Follows:- 0 ollows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call C3 Deliver with neat inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office . Revised Plan Check Fee: Cl $46.00 Receipt #: 'Additional Fees Not Required Additional fees may be due based upon complexity and time involved.to process this submittal. Additional Fees: ,�� Receipt #: Butte County DepartwentofDevelopmentSeryices N YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile TO: LP2A FROM: Michael Vieira (530) 538-7159 mvieira(a-buttecounty.net SUBJECT: Plans Transmittal For Review Per Contract DATE: 9/29/2003 Applicant:. Oce ueda Project Type: NSF 100% Plan Check Fees $ 665.93 Energy Calc Fees $ 23.00 $ 688.93 Permit No: 03-2475 APN: 042-010-105 70% $ 466.15 $ 16.10 $ 482.25 LP2A Fee $ 482.25 Copies Attached: Qty Chk Application f/ Site Plan Review FEMA Elevation Certificate mm �n Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Ocequeda SFD Angelina Drive November 12, 2003 November 12, 2003 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Ocequeda Residence Address: Angelina Court, Chico, CA Dear Mr. Vieira: County of Butte — Final Review LP2A Job No.: 2030015-078 Page 1 County of Butte- FINAL REVIEW Jurisdiction Appl. No.: 03-2475 LP2A Job No. 203015-078 Linhart Petersen Powers Associates (LP2A) has. completed a final review of the following documents: 1'. Plans: Two (2) copies of sheet 1 through 7, (7 sheets) cover sheet dated 08/05/03 and revision dated November 1, 2003, by Lynn Smith Drafting. 2. Structural Calculations: two (2) copies dated 8/07/03, by Vertical Technology Engineering; and two (2) copies Truss Calculations Review Letter dated August 7, 2003 by Mike Hubley, P.E., Vertical Technology Engineering. 3. Title 24 Energy Compliance Documentation: Two (2) copies dated July 28, 2003 by Energy Calculations Services. 4. Truss Calculations: Two (2) copies dated 07/15/03, by Longfellow Lumber, Co., Inc. These documents were reviewed only for their conformance to the 2001 California Building, Plumbing, Mechanical, and Electrical Codes. We have no further plan review comments. Therefore, we are recommending approval of the above noted items with the following conditions: 1. Compliance with if AG Buffer Zone applies (form was not included with plan -set) 2. Redline requirements as noted on plans The above documents now bearing the "LP2A Plan Review Approval' stamp on all appropriate' sheets are enclosed. Please let us know if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES J.U. by RNE Jess Villar Richard N. Essenwanger I.C.B.-P. Plans Examiner I.C.B.O. Plans Examiner JV/RNE/RP:ag enclosures LINHART PETERSEN POWERS :ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-9653 -1° er h�nATeh VerticalTechnology Engineering MwouxDAe. #2M,CNA CA95Q6 PK( -90)s 49M F�x(5M)M9-i1M May 4, 2004 RE: Ocegueda Residence, Chico, CA To Whom it May Concern: I have reviewed the truss calculations by Moss Lumber Truss dated 5-03-04 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, D. jMikbleyNo. 4732 m .. EXP. 6/3o/06 CTU CAL1f Vor re v is C14 +r.a5e5 April 29, 2004 Jesse & Wendy Ocegueda 466 Newport Dr. Chico, Ca. 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-010-105 Building Permit Number: 03-2475 Plan Revision Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please provide a letter from the project engineer stating he has reviewed the revised truss calculations and they conform to his structural design of the dwelling. STRUCTURAL COMMENTS: 1. Please clarify model # of hanger supporting truss JC 2. Please revise pages 2 and 6 of the plans to reflect changes in girder locations, support post locations and any other items affected by the revision. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Plans Examiner Philo'Hunt, P.E. Plan Check Engineer 1 of 1 w 8v April 29, 2004 Jesse & Wendy Ocegueda 466 Newport Dr. Chico, Ca. 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-010-105 Building Permit Number: 03-2475 Plan Revision Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below.* Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please provide a letter from the project engineer stating he has reviewed the revised truss calculations and they conform to his structural design of the dwelling. STRUCTURAL COMMENTS: 1.Please clarify mode # ofihanger supporting truss JC 2. Please revise pages 2 and 6 of the plans to reflect changes in girder locations, support post locations and any other items affected by the revision. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (Youxeceived this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 EE Mrdl—1 72 I 4 - v moss Name: CHICO Truss transferred F—rom Layout jDRYWALL O (Address: Job: JO:: M2115Telephon e: �Fax: I file Scale: c,N.lte!L\).b5j.211S\ 1 : I Date: 711/20TDrawn EE Mrdl—1 72 I v O ss EE Mrdl—1 72 I PLAN REVIEW RESPONSE FORINT In order to expedite the review of your plans, please complete the following information and return this form with your re-submittal. this form is not complete, as to all correction items, we will not be able to accept your re-submittal for review. There must be a vali response to every item requested in our pian correction letter. `By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the pians/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN OWNERS NAME WITH REVISED AND ORIGINAL PLANS. DATE ASSESSORS PARCEL NUMBER PERMIT—NUM—BER IZ— PLAN CHECK ITEM # RESPONSE BY: MMENTS: CHECK.ITEM # RESPONSE BY: a_kIL7 P LOCATION ON PL4NSXALCS: 0 VerticalTechnolo gy Engineering MwoLrxbAwe#2M,Cho, ca%925 Ph (530)8998716 Fa(PD)89911M August 7, 2003 RE: Ocegueda Residence, Angelina Ct., Chico, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated 7-22-03 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. SincAely,� ECEIVF OCT 0 6 2003 SACRAy1Eiv, u U*LA TgTF.�iBE[d POWERS ` ( iOQIA'fE� Lf) N M AP°NO.: 042-010-105 DATES: 08/26/03 OWNER: Ocegueda Phone: SITE ADDRESS: Angelina Court (530) 893-2114 Zoning A-10 Acres 10 Name/Date Chico Prune Orchards Flood X Map/Book Page Block Lot 6 Panel 0320D Snow Load Other 7/27/2003 SRA NON VALUATION CODE SQ FT $/SQ FT VALUATION Residential/ Guest House/Heated Fun Room R 3379 $54.00 $ 182,466.00 Garage or Storage Shed U 928 $18.00 $ 16,704.00 Covered. Cov 670 $13.00 $ 8,710.00 0 0 $ - Re -Roof X SQ $ 60.00 Calculatesquares 20 ft x 30ft = 60 sf = 6 squares Fireplace A (Zero Clr): 1 Masonry: 1 $ 1,500.00 TOTAL VALUATION $ 209,380.00:: BUILDING PERMIT FEES QTY FEES FILING FEE 1 $ 20.00 $ 20.00 Permit Fee -Full 1 Permit Fee - 112 (MH) $ 1,024.50 Plan Check @ 65% Permit Fee 1 :` $ 665.93 Plan Check Minimum/Mobile Home State Approved Plan 1 $ 23.00 $ 23.00 Plan Check MASTER PLANS ONLY $ - Revised Plan Check $ 46.00 $ - Energy Inspection Fee 1 $ 46.00 $ 46.00 Energy Plan Check Commercial 4000+: $ - Residential To Master:-: $ - Mobile Home Installation Inspection $ 100.00 $ - TOTAL BUILDING PERMIT FEES $ 1,779.43 PLUMBING PERMIT FILING FEE 1 $ 20.00 $ 20.00 Each Trap 12 $ 7.00 $ 84.00 Solar or heat pump water heater $ 23.00 $ - Water piping 1 $ 15.00 $ 15.00 Each gas water heater or vent 1 $ 15.00 $ 15.00 Gas piping system 1-5 Outlets I 1 1 5+ Outlets $15/$3 $ 15.00 Building Sewer 1 $ 15.00 $ 15.00 Mobile Home Utilities Sewer: I Water: I Gas: 1 $ 20.00 $ - $ - $ - TOTAL PLUMBING PERMIT FEES $ 164.00 Ln AP NO.: 042-010-105 DATES: 08/26103 it —ii"kick fi ;' ' . < ,, fi �x««fix: fi fi x x, x..xt«x fi fi xxfi OWNER: Ocegueda Phone: ; (536'891-2'14, N _' SITE ADDRESS: Angelina Court ELECTRICAL PERMIT,.:, 0 k� nE,t;Y FILING FEE fk ` fit° $ 20.00 $ 20.0.0.. k Main Service 600V or less/200A or less k 1' $ 23:00 $ 23.00 200+A to 1000A fi $ 46.00 $ fi xxxxxx.xxrr€xx New Construction or Addns . Dwelling Occu ied& Accesso Bld s g p ry g £fi fi 43'071 $ 0.035' $ -:150:75 New Construction Multi -Outlet Branch Circuits $ 750 ,Xfifi $ Non -Residential`' Power Apparatus &'Single Outlet Cir.- ... 1-20 $ T.00 $ Outlets or Fixtures . fi°` 20+1 zxxy fi xH.xM. 0.50 Existing Occupied ,$ $ Fixed Appliances or'Outlets,(Res) ea. fi fifi $ 5:00 $ , Temporary Service. 1- $ 23.00 $ - .11_.. _ _.".: Mobile Home Facilities k.. fi fi $ 20.00 $' ,,.,, Miscellaneous Wiring fi fi fi n � ` $ 23.00 $' _ � MH, ezisting'site), xC i fi 3 'fi 'fi $. 23.00 $ Pre=lnspectiorr(existing Pool Electric fi fifi fifi ; $ 30:00 $ Egg fi=fifi fi- fi fi fi fi fi C fi dC-3k fix: x x x �'x� .x,.xyxxx x '%r ,xx:<xkfix xxxFx: xxx x%xxrxx.e x _.xxaxz x xxxrr.rxxuxxU t, xxx xrxxzzx% xv "x raR.x ",xrxrxk`fi � C xx xxxvrxx xx xr. xxx x. %>,z%xx fixxx xx xx xx r.xxr ' ' ..........""......."..""............_."..""."::r.....",..........t;"..,"......".,..". ......"..;. "..t.".. ..""...",."............."";..._....""""",""".."""""..:::......:.........."""..""..::-,""..-.._.""x"""..y." ii,Rxxxux...tFxz«xx..zxxx¢xx_.xxSxxkxxxuxxxxxxrxxxzx, xxua..xx xx...�xxx.t,xxx%xx xxx.<x...t:.exx x..axx xxex fill"', x xxxfi z % '' -. .nfi x0fi 1 —zfi. '* xxxk..xxxxa.'ix'i::xs:':fix=sxi".-x:ex:xuA,.vSaxx �`' x:. % xe% x xxx xxxxxxt xxx:, xs,a u"xxxxxzx.xz .xxxxxxxxxxxxxxx . xx'`x- ,P %n'x 4x":.virt:Gi'x::' fi .... >fiiaa :=fi:a:,.,xfi..x.ca x" xl:;! ziiri. fizfi`iiiifinifit'.i'iixzixrxr zx,xxxxxxfi �xxxnxxxfixxx - , '$ G t y, C;:fix« 'x-fi.x xrx..FmoN-1.1 :.fixx xYx °4 xxix xxfi Y� �'xF f -4 i pie k.. .� i (f `-a �«n TOTAL ELECT_ RICAL PERMIT FEES yy .X {;, .�„ r'x^'W` $ �� � ui- S.2 y."`S AES -e - P "•!ti -� "` 193 75 1 � ��, � .v52 s....T b E bis W!!..ss:.....R.t.'o.s,w''su�+'.u"•'c _.,..3 ,.'rsww'°+, kaa�4i� y��(C 'M1'� mi t -..,, N ..'xv.x..,...,a, 4X" a L -, .may; [ •;vx_,.x'::::`.:,; x; �f 9 .It r ; y w _ �r MECHANICAL �-,ERMIT, *>� X K ;r�n r; _ ' " M ,w , r ; E FILING FEE MIMIMNH 1' $ 20.00 $ 20.00 fikxx Up to and including 100,000 BTU fi fi fi 15.00 $ 30.00 Heating fi Greater than' 100;000 BTU,'fi $ 20:00 $ #xNS . Up to 3 HP and 100,000 BTU , fi fifi' 2 $ 15.00 $ ' 30.00 Cooling 3+ to 15 HP Over' 100,000 BTU ,n ',°fifi,, fi fifi fifi: $ 25.00 $ and Evaporative Cooler.. ' fi $ 15.00 $ x fifi . Extend Ducts in Additions ;:afifi fi fifi $ 15.00 $. Hoods fi=fifi fit "$ 6.60 $ s -5o Ventilation ::,fi i $ 4.50 $ i : : ifi zk fiR. Gas F,ireplace fi fifi fifi fi $ 15:00 $ k'�zN $..H. „ ��.,.E-% afi fi fi fi' L '$ fii MEN muu—mt _"5R fiku. '�[i xn;!'. p 4 MIN ?IA AS it i 3� 'E '�K e'• F Ott "" h <`' - -A3.� �` 5 t� x 4 .z,r., s lq:' k M w. MECHANICALPERMITFEEES$Rf<kw..._'..�r.. 4 i(i `'y'9'! Y,8x650 , IM 11 AL( L� BUILD�INGPERMITF,EES �� 2 2236$! -11, m:1" xSrF _y '% "rI .r -- x �.�TOTALOF Y';". ,.;• �,r,Y .,.rc F.v ,;;; ni':. 2 .:.'a..iv.:.,. `ifizz Y+2.ririiL%uu�"a zFp, .-Yr1: Pe"nYx"'kYx'. d' 's.....: ',v, .J.:'kn`Xtf:.i"rvq"�::, '... .:.'=:iz W':i�.x:..-l—,�:�.i,_:R;"kYs:�`x.S.W W.,..f... Fx5i1.S �bke>. :S.r, w'3x xt4w l.-ee'v=•; '_.a":.iE;? Occupancy: F� fi fifi 1, fi Construction:fifi fi� fi ` 'fi fil fig: _' ISSUED ifi fi , fi . xfi fi fi HAZ. FEES IMP FLOOD CDF PRCL ,PD HD W. .. fia,o;fi� fi,i£❑fi ,, a a fi❑ afio fi x" fixxx x xr ni mm.k POR .mm �...,;�:; ;. , fi � fifi°� fi �: AP NO.: 042-010-105 DATES: 1 08/26/03 OWNER: Ocegueda - Phone: S Angelina Court STATE RESPONSIBILITY AREA SRA SRA Per structure tNotes: j (530) 893-2114 i BALANCE f 89.00 f DUE SRA FEES $ - 360.00 $ $ $ $ CoDected Developmenlopmen t OTHER FEES: - - IMPACT. FEES PROOF OF PA ME T REQUIRED R FEES BELUWReceipt services TOTAL BUILDING PERMIT FEES 2,223.68 - 1,454.78 SHERIFF SCHOOL DISTRICTS -Proof of Pament Onl Sheriff Residential I Per SF Livin Unit 1 1 $360.00 1 $ 360.00 TOTAL SHERIFF FEES $ 360.00 360.00 DRAINAGE Themulito Residential Per Livin Unit $ 510.00 1 f Commerciall Per Ordinance 3304 $ TOTAL DRAINAGE FEES $ STREET IMPROVEMENTS Chico Urban Commercial Per Each Sin le I-Mna U ' f 1982.00 f Area Commercial Industrial Structures Per Sq. Ft. $ 1.02 f Per Each Sin le Livin U ' s 595.00 f ThermResidential Urban Area Urban Area Commercial Office Per Acre f 11 924.E f Industrial Light Per Aae (5962.40 f TOTAL STREET IMPROVEMENT FEES $ - WATER TENDER Water Tender Per Parcel 4 200.00 1 f TOTAL WATER TENDER FEES!' $ - NORTH CHICO SPECIFIC PLAN NCSP Residential ISR -1 _I Per DU I f 3,315.000 f - IndustriaVCommercial loffice I Per SF I Is 2.3z $ - I I 1& 72614 Ono f - TOTAL NCSP FEES $ - Filing Fees - - $ SOHO TOTAL IMPACT FEES $ 360.00 360.00 $ $ $ $ CoDected Developmenlopmen t OTHER FEES: - - REQIJiRED MINIMUM PAYMENT OF FEES 768.93 ' PROOF OF PA ME T REQUIRED R FEES BELUWReceipt services TOTAL BUILDING PERMIT FEES 2,223.68 - 1,454.78 $ - 768.90 - - - - SCHOOL DISTRICTS -Proof of Pament Onl TOTAL ALL FEES $ 2,583.68 $1,814.78 OWES $ 768.90 $ - $ - $ - PAID PAID PAID PAID MINIMUM PAYMENT OF FEES BUILDING Filing Fees - - $ SOHO Receipt No. Date Staff Initials Receipt Name Check Number Check Amount Cash TOTAL PAID 385256 08/15/03 - - KJ - - - - WendV Jesse Ocequeda - .605 - $ 768.90 - - - $ 768.90 $ - $ - $ - Plan Check Fees $ 688.93 SUBTOTAL BLDG $- 768.93 SRA FEES $ - REQIJiRED MINIMUM PAYMENT OF FEES 768.93 ' PROOF OF PA ME T REQUIRED R FEES BELUWReceipt RECREATION DISTRICTS - Proof of Payment Only Chico Area Resideng2lj Per Living Unh - - 1 Is 1 189.00 s 1 189.00 ❑ - Durham Residential Per Sq. Ft. 1 $ 1.041S ❑ - - f ❑ SCHOOL DISTRICTS -Proof of Pament Onl Chico -062 -' '- - -" , Residen8al 3,379 2.14 $ 7,231.06 - `: '- : ❑ - - ... . _ .. - - _... _. ... .. .. a. .. _ CHECK I='n'I .Page 1 of 3_ AP NO _ QQ2 O^rO`10$ DATES OH/26IO3 01100/00 01100100 01/00100 �UTT� f: County fButte o a�fUd x x xkx x JeSSe « x Ocegueda EEsEE:�xEgcEE:x« xx , OWNER x Phone (530), 893 2114 0 0 'i xx j« Wend . Ox DEPARTMENT ,« , hone ° OF DEVELOPMENT SERVICES = xxxr ' MAIL 466,New, ort:D,�lvex xxxxx xxxxx:xxx « Phone k x« ADDRESS « ' ° ' ' 1 0 ' ChICO r xx x Cl4' 95973 xx;xx x x r Building,Division 7 County Center Drive Luke'Messln' e'r 51xxx;xxxxx ;x'„, Ekr Phone x(530f%345,673Ixx CONTRACTOR Oroville, CA 96966 x x'vxe.x 13280,xE xlexs`tonYLane;l E 1x x ,x x. a« «« x r x.:xxxxxx ,,xxx xxx=xxxxx's Phone x,xxx - , (530) 538-7541 .x x (x � glE gExnExm_ him, xxx«x .x«'x” x x xxxxx xxxxx « CA«xE, 95973.::; z;;;°;; Email .xxxx«xxxxk x xxx :4x Fn Mlchra'eI,D. bley«xExxxSx,x « t _ kk x x x .. . , x11 :r , x,x «xx xxxxx Phone x tx,:x«xx ARCHITECT OR ENGINEER x « x %xxx « x x s x x � x« x r Lic No x PERMIT'NUMBERO /� ^475, �CL« x xr_. 5rx c_.x.xxE xV a ? .,xxx,x„ Email g,x.x.x:_xa xk xx,x.xxrx SITE An« ehna Court ex xM. Phone « gppLICATION ' ADDRESS. x xxxxx xxxxxxx .xxk x x xExxxxx>«. «xx« , x r «k� « « AND PERMIT - • Eu ,--..r...«..rE.xx. :._..:.-.xx:;xS�Cxx.,5,..a3_ , Email.._ ..x.,,n.- ..: k ...,.. k r....tx USE xx F MH .Other DDplx x mx x«o «x Ecx Ex k " t ° kk t x _ x Y r E..___'F>siJ_- C..5 ,-_ L'.1 --..... ! ..._..--._ °, t6.._.-. ' „ :, .c... ... _ xk - :..,,:.,1_..•_5".+-!:!! TYPE,OF . ° ENew AddnxRmdl s x x« Utlts « Insdnx, g E . x )x x (� ; Other s, xx x«. x x x x x « « x1 g « k .. x, x a: WORK x k xxxr « x xxxxx ,(; .._..__._-.._..ax"..xr:xxr _._x.... DESCRIPTION xxxxxxxxx y xxx xxx xx « c:EE: xx :xxx.xxxxxxxx.xxxx:xxx, sEEEE xxx xxxxx x,xxxxxxxxxxxxxxx::xxx xxxxxx xxxxxxx r' xx,lvx xxxxxxx::x'EEiEtlExEEExx >sxxxx:: .xxx: .xxxxxxxxx5,,, .. xk;x xx>xxxx«x .xx«xxx x x. x«xxx xxx £: xxxxx : zE«x E.:xx.xx:fx`x_« :;:x x' ,:fxxxxx;xx:xxxxx xxx xax,x .. x EBExx «xxxxxx :xx«Exx ,xr-xxxx ..xxxxxxxxxxxxx..x xxxxx >�r. ,, :...�,xxxxxxxx xxx x«xxxxxxx..xxxxrxxxxxxxxxxxxxxxxxxxxxxxxrxr xxx--xxxxx rxxxxxxxx xxx xxxxx5xxxxxx;xxx xxxxxxxx:;xxx xxx xxxxx x x«« xxxxx x5xxxxxxxxxxx.xxxx x x xxxx.«x.x6x EEEE xxxxx xxxr :xExx :.xx« xxExx xxxxx ;xExE ..«uxxxxxxxx«.xxxxxxx ur.� xxxxxxxx:: xxxxx xxxxx xx«xx x. x xx x: x: x: x.x::xxx: rxx::xxxx:<xx x:.xxx xxxx.:xxxxxxxx xx xxxxx::xx.uxxxxxax:.xxxxxxxxxxxxxxxxxxxxxxxxxxxzxxxxxzxxxxzxxiixrxxxxxxxxxxxxxFkxxuxxxxxxxxrxxxxvxxxxxxxxxxE"xx2k _,. ,_ xxx>.......xxxx rc..x,n_z:x.,r.;xx ..xxx :, - x_xx;•.x xx«xx x:.«,.x xxkx: xxx.ixxxxv xxxxxx xxxxxxx ...... _.,)..__..._.__.t.,C`�:�`..,_...._.........,.--___x.,-......_.._-_C_C�.•.::x:��..I.,.,_E.._x_x_�.v.;:,x}':.1.....d.�!'.x,5'�B3Ar..____.-_._.�_,.-......65±��xx6x6xxxxxxxxxrxxxxr:gr.H xxx=« «xxx xxxxx xxExx rxx«x" xxxx.xl«««xxx xxxxxxx �xxxx.xxz.x, ` LIGE.N$EDWCONTRACTO...RSDEGLARATION I hereby affirm under penality of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect k i xf .. x License Class ,. ,... License No t,,........xx ..... OWNE,RB,UILDER�QECLARATION���_�'-__.:�,__<I+r�°,�y�.�..r°t�kk��`�:.��"���;�f_-�.�.�x_: .,.t'�~`�'•'_��; �� .rd�._�:.x�:��.�',�s�s�r��,�:,.a>�..:�...., I hereby affirm under penality of perjury that am exempt from the Contractor's State License Law for the following reason_. O I, as owner of the property, or my employees with wages as their sole compensation, will do the,work,'and the structure isnot intended or,offered for sale. p I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. am exempt under Sec x3 .x ;ESE -H _'Business and Professions Code for this reason: m ,'.xu x xxv xx.:-x«xLxxzx'�xx xxx -« ( E -xxx--xxxxx x xnxx«xxxxzxxxrxxx »xxxxvungn }}n;fxxxxr�x,x«'x xxxx�x:«xxxxv�xRxxxx:xxxxxxx>xwxx xxxxx xxxxxxx>xxxxxxxxk xxxxx.xxvxxxvr+xrk,rcfxzxxxx.xxxsixxx «. r5: 'x k5 x Oliixxz«xx«axxxxxus.xx«xxxx«x".xxx« E:xxxxxxxx«xxxxxi`.u.«xxx«x«axxxxxxzxxxxxx.xxx:E: '3" x ,� r xxxkxxSW x xxx«xxvxx Ay xk xcxYrc^;xzxxxvx: :xxx>xxxxxxx xx§xxxxxxxxxix«'.'x... « r:E x xxxr xyxxxxxxxxxxxxxx.xxxxxrxxx. x;««x««x..... a«xxx xx«xxxxx...xxxxxvx.xxxxvx:.xxxxxxxxxx xxxxx. xkxxxxzxxxx..xxxxxxxxxxxxxxxx"x:.xxxxx.erxxxx.,xxnxarxx..«xx4_xxkxx« xxxxxxxvxxar,fxxxxxxxxxxxxxxxx xxxxkxxxexxa>xxxxx.e..xxk'xxi_xx.vx xxxx,xxxxxxxxxx x«xxxxxx_x xx:xxxx;.xxxxx xxxxxxxxxxxxvxxxxxxxx. ------ a�-_'„s;.., ... ;&.!F1., ?ue :k4:E.i..fr-h'.; -: M1: '.p"'E+ EA � &'-.x ✓. `h b -: ...3 . s -,*2 x� -Y[,S' t. ;:. xFft. ;.,._i z-. T"�. � � .- r_ 4�iQ .. +rG�, �` - � -.y. h k b. A. ��.�� ... ti E �x ,�� y:; herebyaffirm under • ens of perjuryone of the followingdeclarations: o : I have and will maintain a certificate of consent to self -insure for workers' compensation,, as provided for by Section 3700 of the Labor Code for the performance of the work, , for which this permit is issued. I have and will maintain workers' compensation insurance, as required by.Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: x: ;xxxxx«.x^x-«: « .: c«:«.:xx« :: k - c«a::xa ::.:.:-:;.:; xxz:-x:..:««x:x; a«n•«x,^�a«a�«x :c e - xxx„rxx> xxxrrxxxxxxxxxxxxx.,:xxxxk xxxxxk-x x;««xxx _. xxxxxxxxxxxxxxxxx, xxxx.xxxxx .v.xN ....xx.x ..xxxxxx..xxxxxxxx.xxxxxx.xxxxx.xxx,.xx.x„xxxxxxxxxxxxxxx> xxx xxxxxxxx sxfxxxxxxxxxx xxxxxxxxx xxx::x x xxx p . xxx xxxx xx«xx xxxxxxx«xP_! xx::xxx„xxx«x«”-_.`xx9".i4.x"::., xxxxxxxxx::xxx:ax::xxxxxxxxxxxxxx: xxxx:x::xx. xxxr xxx xi:x:xxxx:xx:a;;x;x.xxxxxx. «xxxx:xx.x va x xxxxxxxxx ,.xxxxxxxx«xxxxxxxxxxx.xxx;x:xxx«xxxx xxxxxx«xxxr«.xxxxxxx«xx:.xxxxrxxxxxr:,xxx«xxxx:x«x«x;€ x::xx xxxxxxxCxxxx xxxxxxxxx.:xxxxx..x xxxxxx«xx�:xxxx xrxxxx::xxxxxxxxxxxxxx.::xx .,xx xxxxxxxxxxx,:xx?>xxx xx::Lxxxxx:x,:xxxxxxxxxxxxxxx=,-«.x;x:xa C:x:::":'::«:;;xxxxxx xxx«xC::.:x xxx:`:9x:: x xxx 4,:Sxxxxxxx,x.xxxxx,:x: Carrier. xxxxx«xxxxxx.xxxxxxxxxxxr xxxxxxxxx,xxxxxxxxxxxxxxxxx::x::xx«xxxxxxxxxxxxxxxxxxxxxxxxx.xxxxxxxxxxxxxxxxxxx::xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx.xxxx.xxxxxxx::xxxxxx,:x xxxxxxxxxxxxxxxxx«xxxxxx xxxx:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx>xx: xxxxxxx x;xx;;, xxx xCxxxr:««xxn«xxxxxxx«xxxr«xxxxxxx«xxxxxx;«x«««u .x.rxxwn. xx xxxxxxxxcxxxx xx x nxE x E « xxxxx; xxxxxx. > x xxxxxxxkxxxxxxxx xxx xxxxxxxx Exx fx:xxSxxxxx:xxxi[xxxxxx«xxxxx«xxxxxx x x+xxxix"':xxxxxkx«'xx x«k . Hnn­ ..x 7 « x k E x 5 x x f x x l x x. x x « .. k«x UM.axxEEx,xx Policy Number xs xxxxxxxxx xx This section need not be completed if the permit is for one hundred dollars $100 or less). I certify that, in the performance of the work for which this permit is issued; I'shall not employ any person in any manner so as to become subject to the workers" I] compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section3700 of the Labor Code, Lshall forthwith :. corn with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL; AND SHALL SUBJECT AN EMPLOYER TOCRIMINALPENALTIES AND CIVIL.FINES' UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S' FEES: � � w x, �k •=,� ��> � 6.3'y ri � CON,STRUCTION�LgyENDING,AGENCY � � : � 7� ,. � � � � p , � �� r � � ������ �,�� .�� �A x,,;� �E`; I hereby affirm under penalty of pequry that there,is'a construction lending agency for!ne performance of the work for which this permit is issued.. 0 xx?xiixxxxx.«xvxxxxxxxxxit':`«xxxKxxaxxxxxxx.'�xi'x:xx-.x.'.:"v'x�,xxxi'«i` ,a xxxixx.-kxxrx.:.xxxx_+xxxxxxvxixxi:': rxi..>x'x`xx:a:kix.+n:: ":`..x xx:xxixxx..xxxxzxirx_�xu:',«sauxxxnz:x« x:`:x:xi:xxx:xx`x:z:xxxx'xxx's:xxxrxxi..;rnx:xi::xzzxxx.xxxx: xxxxxxxv:xxxxxxxx«x:.x xx::xx.,::xxxxx,erx xxxnxxxr.xxxxxxxx:-xxxxxxxxxxxxxxxxxxxxx xxxxxxxxx::xxx::xxxxxx xxxxxxxxxxxxxxxxxExxH.-H xxxx::xxxxx:,xxzxx >xxxxxxxxx xxxxxxxx.xxxx::xx: Exxxxx,xxxxxxx x.«xxxxxx, xxxxx-xx x --x x xvxx:. xx::xx' x.xxxxxx,«xxx,:i=««::xxxxxxxrxxx xxxr xxx xxxxxxxx xxxxxxxx. xx.xx.xxxxxxxxxxx«xxxx xxxxx xxxxx«xxxxxxxxxxxxxxxx. x:�xxxxxx xxxxx ,:ix: xxzkkxx .xxxx xxxzr xxxxx xuxxx xxxxx -xxxxx xxxxx .xxxxxx x zxx«xxxxx>xs«xwxxxx>vxxx"xxx' xx':x xx z`x«''xxxxxxx.x.xxxzxxxizxxvv�zzrs " x: Lenders,Name: Ex.. cE. ax... k� « x xx « x x kxxx,x Lenders Address: : x5kxx x « " x E xx, x xx xxx 'x x . x x sa r s « xaxs xxx xxx x«xx xxxM.-awn:. E certify that 1 have read this application and state that the above information is correct: I agree to comply with all city and county'ordinances and state laws relating to building construction, and hereby authorize, representatives of this county to, enter upon the above-mentioned property for;inspection purposes.: Signature of Applicant Date. x Owner °Dxx=%Contractoro Agent xrt _...-M- ... _x :. � . _ ..... An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height: This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. Date PERMIT EXPIRES ON: By Date .Page 1 of 3_ 1 - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ♦ , s 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PER N0. (Rev. 12/96) APPLICATION ANDPERMIT 0 I )14" ASSESSOR PARCEL NUMBER D9 �� 110 � (� � (I ZONING BUILDING PERMIT OWNER O _ /1 k , (�/l_ 'TELEPH, 73.2 0 �1 SQ. Fr. OCC.. BUILDING VALUATION . OWN1R'S NG ADDR Je p �,kkVV!! 7�,r• - ( ♦ `./I 1(`t'y{C o I CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS J 1 I Ener Plan CheckingFee $ ---. PERMIT FEE $ r� .CDIi LAT NO. + SUBDNISION'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15:00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 0 Installation ❑ Other ❑ / ' 7 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G W @20.00 PERMIT FEE ..4 _zf;,._,T,, l \ Y7RICAL�P,IT�_ Flirig Fee=.2J-00 Main Service oon oA LEss ' 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: .d I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ;} I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. & ACC. BUDS. 3.5QFT. NEW CONSTMULTI-OUTLET 97,50 OWER APPARATUS 8 PSINGLE Oun.ET CIR. .00 EX. OCCU OUTLET OR FIXTURES fl4L p 1. 0 FUCED APPLNS. OR 5,00 Ex. OCCU OUTLETS RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ Y ' WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or Jf less.) - i0 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X L��� t l` `� Date 12(4, / i d� Signature of AppllCant aO: Owner ❑ Contractor ❑ AjentT An OSHA permit is required for excavations over 5'0" deep and demolition or coristiuction of structures over 3 stories in height. , ' } MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE 4"� af•y�♦ TOTAL FEE $[.'�„(7t)'F�Ty HAZ. I D. FEES IMP I FLOOD I77_"[;;;;C9 PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fles have been paid. I( By 1 Date C PERMIT EXPIRES ON .- Date Receipt No. - / A () G r 15 - U L-111 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT N COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 County Center Drive Oroville, California 95965 • Telephone 30) 538-75 M (i ev.12/96) APPLICATION AND PERMIT��-- ASSESSOR PARCEL NUMBER / ZONING BUILDING PERMIT owN` 'l J TELEP13 /I . OW ' MAg! ADD?? I (� SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAULING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS "� Energy Plan Checking Fee $ $ J�' PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Rempodel ❑ Utilities ❑ Installation ❑ Other [3 De�ccibe Work: V %i n -v -Ick Se►�k co 4 I V -v • 6 Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE tZO, �h/ (3V i 1 IQ S v ELECTRICAL PERMIT Filing Fee 20.0 Main Service io.A oa ,ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 ` NEW CONST. DWELLING Occup. OR ADONS. ( a ACC. BLDs. So 3.5QFr: plOµpalpT MULTI.OUTLEr @7,50 OWER APPARATUS 8 SINGLE 0." CIR. Ex. OCCu ovrLET OR FIXTURES BAL @ 150 . Ex. Occup. OFuc�e At:6pR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 LAJ PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit comply with those provisions. X _ _ Date _� Z(p QV Signature of Appli t -,Owner ❑ Contractor ❑ Agent; An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation t PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. p. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under of the - County Cod and/or indic ed� for whi f s h ve 'n ByJ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / / Date ' Date Receipt No. WHITE-D.D.S.-B. C NARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.-1 OWNER -BUILDER VERI]FICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this. verification is received. (1• •Ij personally plan to provide the major labor and materials for construction of the proposed ��'''' property improvement: YES NO ❑ 2- I HAVE. HAVE NOT ❑ signed an application for a building permit for the proposed work. . I have contracted with the following person (firm) to provide the proposed construction: NAME.- ADDRESS: AME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY.. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: - PROPERTYOWNER: ESQ- lk , ".4 Sn'A, SECLJRIT ER: DATE:_ Dpi NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Codes This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OAR BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party 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 S300'or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you ifyou do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the siracture is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is permits are not required to be signed b providing his or her own labor and material personally. Building y Property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by conflicting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Yf Mic 1 C. Vi ira, C.B.O. er, Building Inspection NOTE. T hls Owner-Builderinfor Wd0n is required by Seddon .19830 of the California Health orad Safety Code OVER National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # _ County Storm Water Permit Compliance for Butte By signing below, I, the project et/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project"will not -disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BN2s will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. Iii at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant venalties and/or delays. x Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N. 01), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 ' acre of land. This document and all attachments were prepared under my direction or r, supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons ry'. directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title:' Date: NPDES.&.SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan NOTES RESIDENTIAL PERMIT NO. 042-010=:05,, R OS -1784 ! OLEGUEDA, JESSIE f 4647 ANGELINA DR, CHICO? Cont: CARE FREE POOLS POOL (MSTR 0 1 -502) E i ( SPECIAL CONDITIONS CHECKED L BY t SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i y t' JOB FINALED (Date) I Signature =I s J=OK 0= Not OK . = Not Applicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch ' 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L 'ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking - 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing - x 5. Alum. Awn.; Columns=Connections-Splice- Decal- Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 . Date Carder -1 Date Card B-1 Date POO (Plans) OK except #'s Y,5059cks-Easements l s; Compaction -Structure Stability . Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Voles-GFI 6. l6c.: Enclosures; Conduit Entries -Terminals -Listed �{ Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 7 71. OC Y�5_1 0!Plumb_Cir. Test -Water Supply Test 13/tTght Niche 12. Enclosure; I Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or Al -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or A! -Oven Circ_ / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb:; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InsUdJOrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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.netldds PERMIT. NO. BPO51784 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 07/20/2005 APN: 042-010-105-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and ProjessigU Code, and my license is in full force and effect. C_ 53 Site Address: 4647 ANGELENA WAY CHI License Class : License Number: 31?C1 el) -A Map Index: Date: -7 Cw7"Contractor: t Description: NEW POOL MASTER # 502-01 OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: OCEGUEDA JESSE L & WENDY Business and Professions Code: Any -city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 15029 WOODLAND PARK DR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section FOREST RANCH CA 7000) of Division 3 of the Business and Professions Code) or that he or 95942-9747 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: CARE -FREE POOLS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 9 ALYSSOM WAY such work himself or herself or through his or her own employees, PO BOX 8689 provided that such improvements are not intended or offered for CHICO CA 95927 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 342-4639 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CARE -FREE POOLS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 9 ALYSSOM WAY pursuant to the Contractors' State License Law.). PO BOX 8689 ❑ I am Exempt under Article 3 of the Business and Professions Code CH ICO, CA 95927 (530) 342-4639 Date: Owner: License #: 380826 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for.by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: slued. Engineer: U/ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insuran,W carrier and policy nu ber are: Carrier - Total Square Ft: 0 S. F. Valuation: $0.00 Policy a: ( l $ •—� Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California,{ (� and agree that if I should become subject to the workers'�•- compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. r Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County CodR anrUor I hereby affirm that there is a construction lending agency for the Resolutions to do work Indicated above for 1phich (es have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By. Al h -, ��R 7— 0 — 0 C� Name: LIN) Date: f,) t UJtI r-� r� ((���� PERMIT EXPIRES ON: — / ©l Address: / (� Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I%hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Buto enter upon the aabove mentioned properly for inspection purl,se Su Print Name: �, Signature: Date: ❑ Owner Q015ritractor 0 Agent for Owner ❑ Agent for Contractor :1 L 2X6 r'l LJ F • F 5 • "" O ' T46 YhO g �. t o10—rm I Q, 6L I ED l NAILED • 6 .12 O IOd RING O 6' p X SHANK NAILS V p Z MIN. _r 1 yP m D u � u zY I I 0 O ANGELINA COURT, CHICO CA 95926 L_ I pAA ip �o Ll g �. t o10—rm 0 z ---- 12" MIN. O 6' b" MIN. MIN. O D a u b� � u zY I I 0 O ANGELINA COURT, CHICO CA 95926 ARCHITECT I pAA ip I A i rrzyyp�l� hyy�oo {{I�� < SO�m �N T y e u �As mu P�� xj f• H � 4 ffi D�. Z Xp � OA r A$�� y� m F FN N D m (N) 5N p N �o D g �. t o10—rm 0 z ---- 12" MIN. O 6' b" MIN. MIN. I D a u b� �- u zY z I 0 e. ANGELINA COURT, CHICO CA 95926 ARCHITECT N r35i �O� pAA ip i rrzyyp�l� hyy�oo {{I�� < SO�m �N T y e AP N 042-010-105 �As mu P�� xj f• H � 4 ffi JCLEAR D g �. t o10—rm z ---- 12" MIN. ur 6' b" MIN. MIN. I 9 z a0 I 5050 sN I u OQ I 0 e. ANGELINA COURT, CHICO CA 95926 ARCHITECT _ y e AP N 042-010-105 ' N y tp ' 1 L O� N �y ^y Z y • a • P N D p J m A � 0y0 c% °x!E mb t` p A t 1 L Z/I Af D b0 — D g �. t o10—rm z ---- °v_ rn ur z D N GREGORY A. P E I T Z 9 z a0 I 5050 sN I u OQ I a u 0 0 0 Go ~� yaygZZ Z_D� QN �yj�llt o�li D•J pp•: � � .� ' 4�r ptn� Z4 "fr' O• y NZP� A� y XXX �62 =• S a r II io um r �mx{�ApO� j n {,5yy[y NSuyp O k DN'ayru, R04 P l u N mlli rr g r * •N mm~ o !a p v ySuy p~ a K �y ��wul O` wm m a Fn ul 6` A d ,r,O ,.d m pg�g I o N r� pk r m r i 1 1 1 1 . go dp 3T ° �' g °v_ rn z MASTER BATHROOM ADDITION for JESSE & WENDY OCEGUEDA GREGORY A. P E I T Z 9 Z a ANGELINA COURT, CHICO CA 95926 ARCHITECT AP N 042-010-105 383 Rio Lindo Ave. Chico, CA. 95926 (530) 8945719 AS DUIL-T 5-,3-04 $01 3�'+ - nQr N to �+- P/ L R FES O WELL l�+= 50=0'' C-- ANGEL ENA D R2 I -LA NA DIVISION ^ BUILDING PLAN U 'ee: e0e Dale: 7©� Larking: Landsca in : p 9 Other--- ! ISignatj Jn \ G S� o11mvNE R: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. OWNER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BY OWNER OWNER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. N27734 _- ^� -- _. — - — - ------ ... Ii iL I _ QT�:0C OTE SCALE 1/8" = 110* PLA'S'TER -GRE POSSIELc PEDI HP W%E PUmio E ,T u m COUNI t qAJILDWG PAR SALES OFFICE PHONE NO. JOB NO. MAP BOOK NO. LEGAL DESCRIPTION AP 0 *2--010-IC LOT NO: _ TRACT NO. BOOK S=AGE BLOCK MAILING ADDRESS JUN 13 2805 atti c, C LiF PERMIT OFFICE MGR. SAL ESMAN GENERAL SPECIFICATIONS SIZE 2 F x 40 AREA 8 4 015 DEPTH ZL � I TO 76 SHAPE CUSTOM PERIMETER 120 TEMPLATE NO. -��� CUSTOM - 2 - TILE SIZE TILE COLOR 0 T S COPING N( 0 COPING COLOR N 0 POOL CAPACITY ] S 0 0 0 GALS. PUMP CAPACITY ( 1 0 G.P.M. MOTOR H.P. (( Z H.P. FILTER 48 SO. FT, FILTER RATE ( 10 G.P.M. TURNOVERTj 4 HRS. VACUUM LINE & SKIMMER 2 11 RETURN LINE 2 MAIN DRAIN ( v2 SKIMMER --MODEL 2 U - q BACKWASH TO DIS LINE 30 ' OF %2 FILL LINE ANTI -SYPHON VALVE _A U T 0 , ._,t - - it HEATER ER N V Silt CV 0 GASLINE BY: N 0 VENTED BY: N 0 LIGHT so 0 6w) CLOCK 2 i 0 �V) ELECTRIC BY: C F P ELECTRICAL BONDING BY: C F P POOL CLEANER PO 0 L U A C CHLORINATOR N 0 BOARD -SIZE N 0 COLOR N BOARD SUPPORTS- N 0 Tile: KI 0 LADDER -Model N 0 Tile: N j�' Q SA (�+� Water SLIDE-+ �E t�"}_Color !V �GA, 0' Hookup ROPE RINGS NO W/ROPE & FLOATS NO GRADING NO DIRT WALK NO STUB PLUMB ❑ YES NO TRACTOR SIZE TILE & COPING 2 ASAP P/OTN DECK BY: C F P TREES, ETC. N 0 CONCRETE REMOVAL BY: RAISED BOND BEA—M:/ YES ❑ NO [tY HEIGHT WIDTH DATE SWIMMING POOL NAME J�_7SSIE AND WENDY OCEGUEDA DwN. aY ADDRESS 4647 A N G EL..1:- N A DR cK o. s� CROSS STREETS RES. PHONE BUS. PHONE -RINTS CARE -FREE POOLS s _ #9 Alyssum Way C _ Chico, California 95928 Bill Bell Contr. Lic. #380826 Phone 342-4639 AP 8015-B REV. 5-71 (2M) E.H. USE ONLY Plot Plea Attached Y Mat ftn AttUched Ye seat to 9.6. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owl r L cad tion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwell. Other. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8196 6-0,7-05 Date '4• \ • \ ELEGTP \ �SER.VIC w \ x xe rli �11 - zzjr A . ,p* OGEE FASCIA ZA0 01)0000 GUTTER 3 GOAT STUCCO EXTERIOR FINISH PITCH 5:12 2"x95" LEDGER 2"X6" RAFTERS AT 24" G/G 2"X6" CEILING JOISTS AT 16" G/G 12" OVERHANG - TYPICAL 2"X6" STUDS 6" X 10" D.F.# 1 AT 16" G/G HEADER 3 GOAT 5TUGGD EXTERIOR FINISH 10 12 PITCH COMPOSITION SHINGLE ROOFING OVER 15* FELT OVER 1 /2" COX PLYWOOD i� OR OSB W/ ad'S ®6. 12" G/G PITCH 10:12 MUSSES AT 24" G/G -/ D&LGN 8 GALLS BY OTHERS BLOWN INSULATION - /AS PER ENERGY GALLS 12" OVERHANG - 000400MI100000 Ono TYPICAL I OGEE ,r__ __ --- FASGIA 5/8" GYP. Bp. 6' x 10" GUTTER HEADER BOXED IN EAVES 4060 36" HANDRAIL WITH WINVOW BALL15TERS WHICH PREVENT OPENING PASSA6E OF A 4" SPHERE PITCH 8:12 2"XW LEDGER 1 3/4"x 14" 2"X6" RAFTERS m VSL RIM JOIST / AT 24" G/G oe� 3/4" T4 6 PLYWOOD / ��� 2"X6" GEILI&N 14"1301 450s AT 16" G/G JOISTS AT 1 6" G/G 12" OVERHAN6 - 1 /2" GYP. BD.! " TYPICAL 2"x6" \ 6 x 1 O" D.F.# 1 HEADER 2"X4" STUDS BATT INSULATION - LEDGER AT 16" G/G A5 PER ENERGY GALLS _ 3 GOAT STUCCO -"" EXTERIOR FINISH 25"x36" �'RINT zaw ago ii 6 12 IL a"({awzwa m<0towav ua � <T3( o F ovimv lowkmav UlZvw021L VOjmi4} 4�Idh to ad w��3ryelu >wwlu hipa w FL 9 to C �wqn ~4Uaw ImT��IT-- In In m r KA v .'- v in anQ tt ar V Q c-�•J � \ I 2" 6 6" UDS \ /BATT INSULATION - AS PER ENERGY 1 /2" GYP. •� ; - "�, S 1 E6'-10" 4' CONCRETE SLAB GRAVEL FILL 4" CONCRETE SLAB _-_ GALLS -_- 1 ELECTRICAL GRAVEL FILL 1 � � \ � SERVICE "y► �•- - O 1O" MIN. �•O - p dl NATURAL GRADE , •/ r - - - - - _ -1 OO' -O" - - - - - NATURAL 6RAVE IQ °30' SEPTIC i O FREE Ai EA ` �\ PROPANE \ SEE FOUNDATION PLAN p t '* TANK ``y. — r - `1 1 AND FOUNDATION DETAILS r- \\\ SEPTIC AND LEACH AS PER BUTTE FOR FOOTING NOTES -- — NORTH(:2 COUNTY HEALTH REQUIREMENT ����,�,SON Aw-� o 100' LEACH I i FREE AREA , , 'LOT PLAN � �=/ �t \ <� ' SCALE: 1 /4" a 1'-O" L 0_ dJ \ -7' SCALE: 1 50'-0" �i �p � 0 LOT 6 \ CHIGO NJo PRUNEJ ORCHARDSlu r • V n 43'-1 O" nc, V • 10.00 �= m 11'..0,. g•_O1'-6" 6'-O"W-4" 2_0" ' " ACRES �Z► v <0 zX lu Z • i 4"X6" O 4016Lffi 60 OLS Da v Q Q) TOWEL RING o 6"X 1 2" D.F. • ,��,� SHOES ISL v g4' - TMP. MASTER BATH w =j:SH « IY TILE FLOOR J6 9,10CLOSET y u NILE TOP d 8" CEILING " 0 28'W .�...� .. ��� �....�.� . ...�.r• ........••.. ......�.....Q Sl 1 SPLASH 2 -8 8 -LDORT hTOWEL RING • W 8' CEILING s4• - TYP. T.P. 0 J BALL " r N PLANNING DIVISION- BUILDING PLAN APPROVAL BALCONY L=10.3' w -- oCK NG FFO R �e_ a ALL WEATHER SURFACE i 0` BARS '1I • 44' GKIN6 FOR r, Use: Date: OVER 1 1 /8" PLYWOOD BATH '+ � � ��` � v�' `� Q1 LINEN STEP � PRovmE BA O '� /�.m O TOWEL BARS • 4 ,r _ { TILE FL Panting: Landscaping:.•. � �c p TYR TONELL RAMS e SHOWER Other' -- T �e TILE TO 6' iV SLOPE 1/4" PER FT. O '�1' �p O 3 - n 5 j, t " Signature:_-' TLE TOP B It --� .� - __ _ - MIRrc ROR SEAT SPLASH Q O � 2468 HALL � I � TILE FLOOR 130X22 1 0 4 4' J d1A I - ATTIC ,..r.#` DROP— I m IAGCE S N- 4 I 7 ILL _i ILL 36" HANDRAIL w/ ONTO �.9 8'-O" - - j ( Q 4 1 L u _111L A w.,..ur. BALLISTERS WHICH DECK r 1 I j r I Q p w 0 Nord tiwyr Eaton Incl ^+, PREVENT PASSAGE 1 a tr �' DFA 4" SPHERE I N p m I 'o N 2141 5 F I fl MASTER BDRM W Dowty ( 16) 1 z i 1ST LE ''- RISERS / 10" OOR CARPET FLOOR TREADS r BEDROOM r Y r ts. :" .� s� s!�.i....Y.S _, . +s ...r, ' :•"' _ ! �,:''-M`,\- ;�,,.�.,., -'�.y}' i+'�,!��-''�''c'c� . ,. � �' �':`�, "� k �;; • ,'-+ t ' "�'��s'•y4 i�t �. .,• �t �p,Li ,amsy'`'• x �y �a ie SCEILING � C ARPET FLOOR 1238 5g F t ANfiELINURVCEILING LIVEABLEAvtaLl ' F ' 2"6WALL 2NDFLOOR I.�" 1 i _ BALLSTERSVYHIGH 928 5 Ft 32 1\ PREVENT PASSAGE -• " '.: -11'.h GARAGE 14: 12 PITCH OF A 4SPHERE PROVIDE 1 BE GROOM WINDOW WITH 610 SgFt CEILING BREAK 40 MINIMUM OPENING DIMENSION OF 24" COVERED rad AVQ -1 HIGH BELOW HIGH BY 20" WIDE. 5.'1 50FT AREA, � AND 44" MAXIMUM SILL HEIGHT. PATIO r _ \ PROVIDE 1 BEDROOM WINDOW WITH •, . ! ' ' "p' �` +'X t f' i ' = i `� Y 0 IL MINIMUM OPENING DIMENSION OF 24" O 1 O' CEILING ( IHIGH BY 20" WIDE, 5.-1 SOFT AREA. DATE: O( AND 44" MAXIMUM SILL HEIGHT. '�Uk 8/5/2003 a� x �► I 4"X6" UNDER ALE: /Lq OMNI 61RDEROTRU35 GIRDER TRUSS\ SHOWN ;_'CoM 2QQ3 G Q7. I na.- 2080 P OVAL. 0 000 OISH 50 OFX.. 50 OSH soscFx - [SE O1�1%� I�LOOfi? FL. G—N I _ SGALE:1/4". 1'_0" $'-•r" LOCATION MAS'10 40NO SCALE 4 U OCLC:Ifj41 �. 4� E S I i� E==ifviC E= PAW 12 OF 77 GOPYR16HT 2003