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HomeMy WebLinkAbout017-030-030\� I 011-35PERMIT#95-143AG WILLIAMS,SL Lytle Centerville Rd., Chico Ag Exempt Permit -Orchard Equip Stg ni-vri�= 01-2473 WILLIAMS, LYTLE ��.��v /D •—�J?� (J 137 0 CENTER ILLE RD, CHICO NSF 2BR �03-0106 . n' WILLIAMS, LYTLE 13787 CENTERVILLE RD., CHICO 1sT RENEWAL BP#01-2473 an �sa•a3e— I� ?ja,�jd 04-0056 PERMIT .RENEWAL WILLIAM, LYTLE 13787 CENTERVILLE RD, CHI BP # Cont: OWNER w' Date PERMIT TO COMPLETE01-2473G.jq jL BP Expires: 1-10-4)7 Q 017-030-030 05-0088 WILLIAMS, LYTLE 13787 CENTERVILLE RD, CHICO, Cont-. OWNER I TM FINALOI-2473/03-010 B07-0825 017-030-030 MISCELLANEOUS Ag Exempt BARN TO SERVICE ORCHARD 13787 CENTERVILLE RD WILLIAMS, LYTLE SHERRERD BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 _ WEBSITE: www.buttecounty.net\dds . LICENSED'CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 05/14/2007 Contractor's Signature Date I - 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 is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S 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; Cartier: Policy Number. Exp. Date: (This section need not be completed if the permitis forfor 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' Compensation laws of California, and agree that if I should become subject to the workers' compensation provis' of Se ' n 3700 of the Labor Code, I shall forthwith comply with those provisions. X 05/14/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION' LENDING AGENCY I HEREBY 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) Total Charged: $185.68 Fees Paid: $185.68 Balance Due: $0.00 Receipt No: B2695 'OWNER / BUILDER DECLARATION 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: RA I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: L 05/14/2007. Owner's Signature Date 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 Slate laws relating to building 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 injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use art occupancy of y sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter th ov me nf ned property for inspection purposes. I hereby certify that I am the property owner r thorize o act on the property owner's behalf. 05/14/2007 Owner Contractor OR; Agent for Owner Agent for Contractor Lender's Address City State Zip FILE COPY PROJECT INFORMATION. Site Address: 13787 CENTERVILLE RD Owner: Permit NO: B07-0825 APN: 017-030-030 WILLIAMS, LYTLE SHERRERD Issued Date: 05/14/2007 By KCG Permit type: MISCELLANEOUS 13787 CENTERVILLE RD Subtype: Ag Exempt CHICO, CA 95928 Expiration Date: 05/13/2008 Description: AG BARN TO SERVICE ORCHARD (530) 570-0966 Occupancy: U-3 Zoning: FR10 I Contractor Applicant: Square Footage: WILLIAMS, LYTLE SHERREj Building Garage Remdl/Addn 13787 CENTERVILLE RD CHICO, CA 95928 Other Porch/Patio Total (530)570-0966. ,- FEE INFORMATION ' DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $109.98 . LICENSED'CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 05/14/2007 Contractor's Signature Date I - 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 is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S 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; Cartier: Policy Number. Exp. Date: (This section need not be completed if the permitis forfor 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' Compensation laws of California, and agree that if I should become subject to the workers' compensation provis' of Se ' n 3700 of the Labor Code, I shall forthwith comply with those provisions. X 05/14/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION' LENDING AGENCY I HEREBY 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) Total Charged: $185.68 Fees Paid: $185.68 Balance Due: $0.00 Receipt No: B2695 'OWNER / BUILDER DECLARATION 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: RA I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: L 05/14/2007. Owner's Signature Date 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 Slate laws relating to building 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 injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use art occupancy of y sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter th ov me nf ned property for inspection purposes. I hereby certify that I am the property owner r thorize o act on the property owner's behalf. 05/14/2007 Owner Contractor OR; Agent for Owner Agent for Contractor Lender's Address City State Zip FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net/dds AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initialsd, AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initial AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initi4J AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 13787 CENTERVILLE RD Permit No: B07-0825 APN: 017-030-030 Square Footage: 0 Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: FR10 00 Description: AG BARN TO SERVICE ORCHARD 24x32 Required Setbacks: Applicant: WILLIAMS, LYTLE SHERRERD Front: 50' Side: 20' Rear: 20' 13787 CENTERVILLE RD Type of Construction: CHICOCA95928 (530) 570-0966 Type of Siding: T-111 Owner: WILLIAMS, LYTLE SHERRERD Est. Const. Cost: $ 0.00 13787 CENTERVILLE RD Roof Covering: Compostion CHICO, CA 95928 (530) 570-0966 Floor Type: Dirt I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at that and p 'or occupancy. Signature of owner: Date: 04/18/2007 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buftecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name %L S irst Nam Mailing Ad ress 1 City Cj__� State GJ Zip X28 Phone 53b 5.70 -C966 Fax E-mail APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail AP CANT SIGNATURE X For office use only: Zoning Flood Zone City llLiC� SRA I jtD I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. 6r7 - BIN # PROJECT LOCATION AP# 0/7 _ 030 - 03o -- 00 0 Property Addres 13 7 City llLiC� Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 34611 r 3 2= Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior'to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received byjf' Amount: 98 Bldg SRA Receipt #: Sheriff SMIP 95,76 Other Date'' ''Y' /q-0 V ! 8U• Total Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 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: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0825 Date: 04/18/2007 Location: 13787 CENTERVILLE RD Parcel Number: 017-030-030 Owner Name: WILLIAMS, LYTLE SHERRERD Phone: (530) 570-0966 Description: BARN TO SERVICE ORCHARD Signature of Property Owner: FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 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 PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR NO) 2. I (HAVE/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 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: BARN TO SERVICE ORCHARD Reference Number: B07-0825 Applicant Name: WILLIAMS, LYTLE SHERRERD Owner's Name: WILLIAMS, LYTLE H AP # : 017-/030-03/0 Signature of Property Owner: Date: / J2G3/ Z00% Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds i 0 0 0 0 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: B07-0825 Date: 04/18/2007 Location: 13787 CENTERVILLE RD By: TMP Parcel Number: 017-030-030 Sub Type: A2 Exempt Owner Name: WILLIAMS, LYTLE SHERRERD Phone: (530) 570-0966 Description: BARN TO SERVICE ORCHARD 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: O(,0N6Vt- FILE Date: 04/18/2007 NOTES ®l7 RESIDENTIAL03 -ol p 01-2473 PERMI'"`%ijLLjAMS,,LYTLE a3-1ejCENTERVILLERD, CO"" NSF 2BR . op i U adi-L-6 f�k :r �-� SPEC IAL'CON®ITIONS CHECKED-_ r 1 BY il SRA ' FLOOD CERTIFICATE REQf FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS . SJUB-STANDARD_ HOUSING LETTER OFFICE COPy V- Address e GAS w .. Meter gy s' ELECTRIC -Da +{' , Meter Date is r rvt JOB FINALED (Date) Signature i� V= OK , 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date MOBILE HOME INSTALLATION (Plans) OK except #'s. 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Water; MH Test -Regulator -Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 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. i 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. 0. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' r MISCELLANEOUS i Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 1 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails f 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns-Connections•Splice- Decal- Enclosures 6. Carports; Windows -Doors 7. Electric t 8. Frm9•. 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 i Date E. Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability I 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI { 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 1 t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 0 =Not C1S: = Not Ready ble RESIDENTIAL Single L. Date Underfloor (Plans) OK except #'s /T. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth n7- h. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth t/ 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6.1,061d Downs and Special Anchors 7. SlaJP, Steel -Wrapped J %oO.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test s 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test j1. ,dater Pipe; Test -Anchors -Regulator -Service Test Underground & Ducts; Clea 1Unccess & 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 7 Water Htr.; Vent -Access -Combustion Air Baffle W ter Pipe; Test &r -Nail Pr ct' n 1 .W.V.; Test Fitt' gs & Anchor -Nail Pfotection `-eO"S4ower Pan; Test, First Floor -Tub Access -2L Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Ll fj 103 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E CTRICAL (Permit) OK except #'s 2 fixture & Transformer Clearance -Ins. Protection 24' Elec. Receptacles Spacing -Lights & Switches at Doors 21" Size Boxes & No. of Conductors Stapled 2 . Rppmex Installed Close to Edge of Studs & C.J. 2 Euip. Ground made up w/Mech Fasteners -Bon s & ter 2 Appliance Circuits in Kitchen & Conductor Size GFI Subteed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI ,y(j30. �) Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32._Quip. Clearances Panels-Motors-Mech. Equip. thes Closet Light -Shower Light -Spa Light Smoke Detector Date N 1{ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ducts Insulation & Support ent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 3Q iurnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Lj . 1600 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 4_ZAearing Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) F' a Stops, Furred Ceilings -Stairs• ser eaders & Beams -Size & e n & Duplex) Date FRAMING (Continued) 4� gers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 4 ueplace Ties or Type A Flue -Fireplace Throat Clearance 4 ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions ---64—Garage Fire Protection Framing -st."'?,roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits -,airs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 J'Aood on Roof Overhang -Attic Vents -Rafter Outriggers 5 Siding -Nailing Veneer --.b7-Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 58. 9 Iaing Area -Glass Protection -Skylights -Plastic D V Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 1. Insulation -Walls -Ceilings d. Infiltration -Walls -Windows Date !03p Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date ans) OK except #'s 63. s- or & Sidelight Protection -La ' s e Detector urnace Vents -clearance -Comb, Air -Connector - In G e; Above Floor -Ducts -Mach. Protection e m Exiting &7--'G_.F.L&Bath Fixtures & Tub s -Spa er-ri-ec. Trim & Subpane , reaker Sizes & els ails fireplace or Stove, Clearance -H rth Ele utlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air p -Cooking Clearance 42-£fBL-Outlets & Receptacles at Kit. Counter 4--Ef4tag9fire Door; Swing -Landing -Closure C. Duct in Garage -Damper r.; Vents -Clearance -Co b. Air o ector-P.R.V. in Garage; Above Floor-MNr &tion 6., & Mech. Equip. Listed for Location lec. les in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 62 -+Vowing Instid./Drive ❑ Yes J No/Walks 0 Yes ZI No/Planters 0 Yes J No 89­55-cco�rown- Finish Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings )i6. er Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground enol ion Throughout House 8f--G—lass Protection orrections from Previous Inspections tj__Ges­TO-st-Meters Tagged, Gas -Electric Sewer Connected -C/O to a -HD roval neegy Compliance Ce if Cher scat 9�. A WdrYs-s Posted Date 6Card B-1 U,1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SthftE�9 411 Main SWet * Chied�, 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 I s and should be corrected. Please notice this office when correction of work is above a9dres co, 'plet d. if I you have any questions pertaining to this matter, or need additignal explanation, p pleas contact this office immediately. klea�contac� (41 1 Yra) rX i 1 01 �-6v-ms Pit 04jo S C(000) ol A 0 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 Cdbnty Center Drive - Oro'Ville, CA - (530) 538-7541 CORRECTION NOTICE Li OWNER PERMIT NO. A routine inspection indicates tQ 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 6ompleted. If yo�,have any questions pertah�ing to this matter, or need additional explanation, please contact this office immediately. /7( 'A clate L Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE V11hams 10"Do Am 1 -Zl,/73 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 call for re-inspeciion when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Insp �ptoFas indicated below. Date I nspector — REV 4/05 Phone# — FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Date Inspector REV 4/05 Phone # A* FOR'RE-INSPECTION CALL: 538-7636 OR 891-28 . 34 77 COUNTY OF BUTTE Y, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive Oroville, CA (530) 538-7541 CORRECTION NOTICE 01_zq��5 C,6 _KAP ---n 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 call for re -inspection when correction of work is completed. if you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date Inspector REV 4/05 Phone # A* FOR'RE-INSPECTION CALL: 538-7636 OR 891-28 . 34 Y, _/v YVA� ON C,6 _KAP ---n (6--ICe Ce- v t_1 X.. , , 0� Date Inspector REV 4/05 Phone # A* FOR'RE-INSPECTION CALL: 538-7636 OR 891-28 . 34 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41 I'Main Street * Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 03 - C9 106 tA/27 3 (9 V-7 3 OWNER PERMIT NO. A routin r e inspection.1fidicates that the following violations of butte countyOrdinances exist at the dd ess and should be corrected. Please notice this office when correction of work is a boVe Corn I �p If you have any q6estion!� pertaining to this matter, or,rieed additional explanation, plea 'contact this office immediat a el �A�JPIL;tzArr 'V sy V 4 liar 1A '0 r/2 a" e" uf3 PlaWe- L �tX '71" klirli rer A, 41 C C e-, Fz Joe-,,- C�dc J", )(0A )rJS0LA'T10rj Date Inspector REV 10/92 t .. e a' NOTES RESIDENTIAL PERMIT NO. 017-030-030 05-0088 WII;L;IAMS; L'i'TLE----- -'--- ---- 13787 CENTERVILLE RD, CHICO Cont: OWNER 1 TM FINAb l -2473/03-0106 I 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER "JOB FINALED (Date) Signature J=OK 0 = Not OK = NotReadya MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line Electric 3. Blocking 9. 4. Gas; MH Test -Demand -Valve 10. Roof; Shthg-Roofing 5. Electricity; MH Test Ext.; Steps -Doors -Landings 6. Water; MH Test 7. Water and Sewer Connected Card B-1 Date Card B-1 8. Gas and Electricity Tagged Card B-1 Date Card B-1 Date 9. Exits 1. Setbacks -Easements 10. License Decals Soils; Compaction -Structure Stability 11. Verify #'s with Office 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Date Card B-1 Date Card B-1 Date 7. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-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 6-1 Date Card B-1 Date Card 6-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable + = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 86. 1. Zoning -Setbacks -Easements -Flood -Slope Water Well, Disconnect, Electrical, Plumbing 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 89. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Glass Protection 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 92. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Water & Sewer Connected -C/O to Grade -HD Approval 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 95. 6a. Hold Downs and Special Anchors Fire Sprinkler 7. Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 82. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral Q Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 83. 33. Equip. Clearances Panels-Motors-Mech. Equip. 84. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 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) 86. 47. Hangers -Post Caps -Anchors -Connectors Water Well, Disconnect, Electrical, Plumbing 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 89. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Glass Protection 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 92. 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Water & Sewer Connected -C/O to Grade -HD Approval 52. Garage Fire Protection Framing -RC Channel 95. 53. Property Line Firewall & Openings Fire Sprinkler 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Date 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Card B-1 Date Card B-1 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 -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -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. Duct 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 O Yes _ 83. Following Instld./Drive O Yes 0 No/Walks ❑ Yes O No/Planters 0 Yes O 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 j 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 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. License Class: License Number: Date: - Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement (hal he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9, commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdsslons Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). ❑ '1 am Exempt under Article3 of a Business and Professions Code Dale: f rL O Owner: WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penally 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 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: PERMIT NO. BP0500$8 Issued Date: 01/12/2005 APN: 017-030-030-000 Site Address: 13787 CENTERVILLE RD CHI Map Index: Description: ONE TIME TO FINAL 01-2473, 03-0106, 04-0056 Owner: WILLIAMS, LYTLE 2060 AMANDA WAY #110 CHICO, CA Applicant: WILLIAMS, LYTLE 2060 AMANDA WAY #110 CHICO, CA Contractor: License #: Architect: Engineer: Carrier: Total Square Ft: 0 S. F. Policy#: Valuation: $0.00 �I certify that in the performance of the work for which this permit Is Census Code: issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: I Z O r 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 ((( /� f_ 1 (1 �1j1 O ^ Lal S code, Interest, and attorney's fees. I l "I! I - CONSTRUCTION LENDING AGENCY This oermir !s h is ed under.lhe applicable provisions of the Butle County Code enNor 1 Iroreby affirm that there Is a construction lending agency for the this Is Issued (Sec 3097 Clv.) Resolution o dlcat�aoveforwhIch fees have been paid. performance of the work for which permit BY: Date: Name: PERMIT EXPIRES ON: V 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. O Notification In accordance with Section 19827.5 of California Health & Safely 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 1 have read this application, that the above Information Is correct, and that'I am the owner or the duty authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official orm r document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposes. Print Name: L rLiaC� LL -Signature: �'�r�'•• `- Dale: ,( Owner 0 Contractor ❑ Agent for Owner 0 Agent for Contractor insulation Certificate _ BUILDING PER� : O, 3 BUILDING LOCATION: 37 � e.10 , Q Description of Installation 0 ROOF—r �t iry�AfrS� tum ^ �-Gi.P.35 Brand Name v Material Thermal Resistance (R -Value) Thickness (inches) CEILING �iWTEg_NV(2 'L3 Roo�� ,T._ Brand Name o rr -_Batt or Blanket Type �T 4 t2E Value 5 IYZ 'Thermal Resistance (R- ) Thickness (inches) Brand Name Loose Fill Type lb Minimum thickness inches Contractor's minimum installed weight! Manufacturer's installed weight per square foot w acheive Thermal Resistance (R -Value-) EXTERIOR -WALL Material -1 ;M Thickness Cutches) 5 I� Brand Name Thermal Resistance (R -Value) RAISED FLOOR Brand Name Thermal Resistance (R -Value) fiats YY1SVty-� Material �t 62E �r CZ- 3b r a Thickness (inches) SLAB FLOOR Brand Name Material (R -Value) � Thermal Resistance (R- ) Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Brand Name ^�-rrnal Resistance (R -Value) Declaration I hereby certify that the above insulation was ds or new re ed in thesdential buildings co twined n Title 24 ofuilding at the abo�e location in ftthe with the current Building Energy Efficiency Stand California Administrative Code. L7ZA GtJi �»ci OWN Li � License Number eneral Contractor (Builder) 8 0() �✓ -O (ea L� `' Date —�V Signature and Tide Sub -Contractor (Insulation Installer) Signature and Tide PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION HALL BE POSTED WITHIN THE BUILDING. -..nt.nv i nn'z License Number Date THIS CERTIFICATE MUST .33E eppROVAL AND A COPY S , 5 • , _- , *,..t:tytt ' i;�_•�S.i' �' j tOl1-350 030 t1�03 0106�+ `--xj WILLIAIvIS LYTLE �'r#' a.k. ''13787 CENTERVILLERD CHICO?;,4 ST RENEWAL BP#O1'-2473# • ;� ,�,; v a• w � Jk k , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5387541 3P��b (Rev.12/96) APPLICATION AND PERMIT � AS SESSOR PARCEL NUMBER c O» '^� ZONING BUILDINGPERMIT OWNER 'A ) 1 �, Ic � �`) TE HONE j ��� SQ. FT. OCC. BUILDING VALUATION OWNERS MAIUvNGVAQpR SS YL k 1 `j" LJ(k � • � 10 CONTRACTO 'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Feel . 0 . $ q ,� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS (� , ( 1 I L S ` / • 1 T r! t [ O Ener Plan Checking Fee $ Energy g PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF DeDuplex ❑ 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 1 New l2r Addition ❑ Remodel ❑ Utilities 13 Installation ❑ Other Describe Work: Sfi re(if tx I of bu,Id,roc, Vie I,i -- Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home—TS G W @20.A0 PERMIT FEE $ (ELECTRICAL ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�o.A oa mss 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 Profeemons Code, and my license is in full force and effect.POWER License Class Lic. No. _ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law folj�the following reason: ❑ , 1, asowner of the property, or my employees with wages as their sole compensation, SM swill do the work, and the structure is not intended or offered for sale. p ,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 tow TO 1000A 46.00 NEW CONST. DWELLMIG OCCUP. OR ADDNS. ( 8 ACC. OCS. SO 3.5¢Fr. P1O1.}Ralp, . MULTI.OUTLET @7.50 APPARATUS a SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FD(TUREs BAS @ I o F -ED APPLNS. OR Ex. Occup. ouTT ETs RESID. EA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S Z O . 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 less.) ❑ 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 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 Date �^ // — h� _ Signature of"Applicant - [Vowner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S •J Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE q TOTAL FEE $ 19 .-7 5 HAZ. D. FEES IMP FLOOD CDF PARCEL 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 fees have been paid. l ' By ADate PERMIT EXPIRES ON Q Data ReceiptNo. ')ia`1 i '�"7C1. �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _ __ _ .. T �a-......"- ,� n,-.•.-.,r,.se,.+sv.�rl•....yr+S.�}.':�f`+"..,...4..r ar�y:�.i3+''°,:�+1�';Twar'7-r'ti11�..,.�'a.�-�"v-•- '-9�r�.-..—.�-•.r. --+.._.+«-- ,`.£ �,1•.• —C NT OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING•DIVISION •7 County Center Drive Oroville,• California 95965 • Telephone (530) 538-7541 Oi-2by3 'PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORAICA MaE _0� Z =0 :BUILDINGPERMIT i OWNER * yf�q �y r, I Y IA14S l T f,8g95 SO. FT. OCC. BUILDING VALUATION tt . OWNERS J +�/�/� DDR�N.L�NDAAlfWAAY APT 110, CHICO CONTRACT V-Sq�{IAfI... Ej TELEPHONE -_ CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 't son M LENDER'S MAILING ADDRESS - Total Valuation $ QO. QQA fN1 ARCHITECT 0!60 r1 HU70N - jO..ENGWEEAS LIY X192 V J, Filing Fee $ .. .. 20.00 Permit Fee �,�Q $ A -4p tv) ARCHITECT Ma NG ONRESS A Plan Checking Fee $ /,I BUILDING ADDRES� CENTERVUIE RD* CHICO ^`} L+nl'!yt(Y Ener Plan Checking Fee Energy g $ `'n nn LOT NO. SUBDIVISION5 E •• PARCEL, MAP eF iCJ j"y.•�S Y�LZ A.C. PERMIT FEE $ 1 noQ IQ PLUMBING PERMIT -- - - Fling Fee 20.00 USEOFSTRUCTURE,,;,s. , a SF 'O Duplex ❑ Mobilehome ❑ Other, i SPECIFY Each Trap t 7.00 ,n nn' Solar or heat pump water heater - 23.00 Water piping 15.00 Each as water heater or vent 15.00 1 5 (N) t ' TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑` " Describe Work: NSF 2BR Gas piping system 1 - 5 outlets 1 . 15.00 15.1X1 Building sewer •15.00 15 Mobile Home S G W 1 @20.00. PERMIT FEE S -� o ELECTRICAL PERMIT Fling Fee . 20.00• - Main Service ooq OR mss 23.00 LICENSED CONTRACTOR'S •DECLARATION t' 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 m license is in full force and effect. '. ' Z yL Y„y. ,�.- ?'-r License'Class r Lic. No.-.,. _. •T' ! !� -~t: OWNER BUILDER DECLARATION ✓, .,•' 7 I F E -I hereby affirm under penalty of perjury that I am exempt from the Contractors,License Law for the following reason: ` t. ,;; ,N ' ,1• • ❑ 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.( Id I, as owner of the property, am, exclusively contracting with licensed contractors to construct the project. 131 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELIJNG OCCUP. ORADDNs. ( a Acc. S. SO 3.5QFT. R4 NEW CONS . LTLOUTLET NPNI ESIMU D. - @7.50 POWER APPARATUS 8 SINGLE OUTLET CSR. EX. OCCU OUTLET OR FIXTURES 20 @ 1.00 SAL @ .so FlXED APPLNS. OR Ex. Occup.ou ETs RESID. EA 5.00 Tem orar Service 23.00 Mobile Home Facilities.. 20.00 t Misc. Wiring23.00 PERMIT FEE $ 1' S'1r. R c' WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one. of th'e following declarations`: i;,; LY ❑ I'have and, will maintain a certificate of consent to self-insure'for workers' compensation, as provided for bysection-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 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) 1.occ IP I certify that in the performance of the work for which this permit is i§"sued, 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, l shall forthwith, comply with those provisions. X Date 01 - r 00 f Signature of Applicant - kl 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 1 IS -00 Cooling 1 90 M Hood 6.50 A r() Ventilation PERMIT FEt $ Fl Ize1 Mobile Home Installation Fee $ ' Energy Inspection Fee $ coNST. TYPE VN TOTAL FEE $1,462.52 ' HAZ. D. FEES IMP rt FA=D tr COF it PARCEL n PD. t4 HDl h ISSUET . E M This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have j By - .r /i�f (/ �- c PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date �/ l�4 3 Date Recei tNo. r✓ �r •� .yJYL7�1L1 i + p �� WHITE-D.D.S.-B.D. CANARY,-ASSESSORJ, PINK -INSPECTOR " GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ..'7 County Center Drive - Oroville, California 95965 - Telephone X530) 538-754= PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT � - 0045(, ASSESSOR PARCEL NUMBER Q I - 0 30 ZONING BUILDING PERMIT OWNER c�w�s T 1 HONE � - g SO, Fr, OCC. BUILDING VALUATION OWNERS11 IF u� �n k j CONTRAC G 'S ME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. _ Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ^ +! 1` j/'" ,,,,,,rr Energy Plan Checking Fee $ PERMIT FEE $ • LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 04 Duplex ❑ Mobilehome ❑\Other `t SPECIFY Each Trap ► 7.00 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 ❑ Installation ❑ Other O Descrilie�0. ork: r j.� j t{ L �rn I v� 1 Gas piping system 1 - 5 outlets 15.00 Building sewer 1'5.00 Mobile Home S G W Lo 0 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LBss2�3,.00 :r«rt R' '"LICENSED CONTRACTOS'DECLARATION s I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division -3 of the Business and Professions Code, and my license IS In full force and effect. _ License Class 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: I'a"s owner of the property, or my employees with wages as their sole compensation, wlllsdo the work, and the structure iN it tended or offered for sale. ❑ I, as owner of the property, am exclusively,contracting with licensed contractors to construct the project. ❑ , I ;am exempt under Sec. Business and Professions Code for this -!reason Main Service 200A TO 1000A g 90'00 NEW CONST. DWELLING OCCUP. OR ADD S. 8 ACC. S. so 3.5Q FT. = .61DT MULTI.Ot1TLET U ITS@7,50 _ POWER APPARATUS S SINGLE OUTLET CI R. Ex. Occup. OUTLET OR FORURES 20 @ 1.00 aAL.® .5o Ex. Occup. OFlxur tis RFS LNSDEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I h eaffirm 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 —' MECHANICAL PERMIT Filing,Fee 20.00 Heating Cooling Hood 6.;50 Ventilation PERMIT FEE $ 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.) ©'`hcertify that in the performance of th.��work for which this permit is issued, I shall not employ any person In any manMdmo, 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 �_y.� / J �/^ v (f - lF . L cJC tt t�+-�- Date /.Z 1 OU•¢ _ Applicant - a Owner ❑ Contractor ❑ Agent�JAn OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over, 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE Q TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicatedLe which fees have By PERMIT EXPIRES,ON the applicable provisions Resolutions to do work been paid:Signatureof /Dat/e /♦, !. ` C� Date Receipt No. '111f 40 J %• WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT tom' APAIGUV%7 ` ert�ficate of Conf® an e =s. ' Certificate 054053 TFII_S'IS TO CERTIFY that the glued laminated timber products identified with a collective .mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards',. and associated specifications indicated. below: + ANSI Standard A190.1-1992, For Wood Products– Structural Glued Laminated Timber i NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program'For Determining -Design Stresses . AITC 117-93 – Manufacturing – Standard Specifications-For.Structural ;~ Glued Laminated Timber Of Softwood Species :0;.IT=1S HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members K,were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the '``:', '.manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify ,:conformance to industry standards for lumbergrade and glueline bond quality. L % YY6 SY: / o��>>►�u w 0 00 (P . �- , ,. �U{ �I. tm� by —� Z : I _Et . Thomas G. Williamson %`'' •'�� ,� fr C.0 Executive Vice Presidentlop r a it, = • ENGINEEn.. D Y/000 SYSTEMS is a related corporation of APA —THE ENGINEERED WOOD ASSOCIATfON ?;�,;;:;;•,',;;!.,, .., 7011 Souih 19th streol • P.O. Box 11700- Tacoma. WA90411-0700 Tolophono: (253) 565-G600 • Fax Numbor: (253) 565.7265 ✓;.red. _ \ - _ . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. License Class: License Number: Date: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9.commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ lam Exempt under Article 3 of Business and Professions Code Date: 'Z-12;106 Owner: 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 is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Cartier. Policy #: lel 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 forthwithcomply with those provisions. Date: i Z O Applicant: PERMIT NO. BP050088 Issued Date: 01/12/2005 APN: 017-030-030-000 Site Address: 13787 CENTERVILLE RD CHI Map Index: Description: ONE TIME TO FINAL 01-2473, 03-0106, 04-0056 Owner: WILLIAMS, LYTLE 2060 AMANDA WAY #110 CHICO, CA Applicant: WILLIAMS, LYTLE 2060 AMANDA WAY #110 CHICO, CA Contractor: License #: Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: 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 /.� (� I code, interest, and attorney's fees. '�r ` n CONSTRUCTION LENDING AGENCY This permi11 ha iseyed under the applicable provisions of the BuHe County Cods endlor I hereby affirm that there Is a construction lending agency for the Resolution o dlcated a ova for which fees have been paid. performance of the work for which this permit Is Issued (Sec 3097 CIv.) M- l � Data. t, PERMIT EXPIRES Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health 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 m yr document of Butte County. I hereby os. authorize representatives of Butte County to enter upon the above mentioned property for Inspection purpos Print Name: �Y% L i� (�L,��–� //¢S 'Signature: Date: ,( Owner ❑ Contractor 0 Agent for Owner 0 Agent for Contractor OWE E��BU�I=F' �E�Ryv�Eiz�,�` ��,tI�CATI�O�N� Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the jor labor and material for construction of this proposed property improvement: YES[ NO[ ]. 2. I HAVE [0' HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: II A9 10S NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their•own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Micel C. Vieiri, C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. PLAN REVISION IOwner's Name: BP#: l- 2 y 7 3 . Date: / 2 -/-o5- Contact Person & Phone Number: G AP#: O / -7-030-- ©30 Received By: L� Time: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit"Application Data Sheet Item ❑ *Engineering *Plan Revision ❑ *Requested by Building Inspector's Correction Notice -Inspector's Name: ❑ Requested by Plan's Examiner - Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. ' WHEN APPROVED, PROCESS AS FOLLOWS: \❑ Mail to Owner/Contractor at this address: �EJ Call G /rZjL%:- 70 —001601 and hold for pick-up. Q Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: Minimum $54.99 Receipt #: ' ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt 4: Revised 2104 ..- . 11� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone f0) 538-75*44,I - coP RMIT NO. (Rev.12/96) APPLICATION AND PERMIT j ASSESSOR PARCEL NUMBER l -030 ZONING BUILDINGPERMIT OWNER'= i aryls � I {1 .HON= SO. FT, OCC. BUILDING VALUATION .OWNER AD SS G.. CONTRAC 'S E TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS \� I ( Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DescribeWork: p FY W In' ' v m r" 1r,I Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 Main Service 2o0A oR LESS 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.POWER 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: 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. OR ADDNS, & ACC. BB DS.. So 3.52FT. NEW CONST. NON -REBID. BRANCH IRCUrTS @7.50 APPARATUS b SINGLE OUTLET CSR. EX. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL p .sa Ex. Occup. DFTx�E�o�A Aa DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) Ir 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 co p y with those provisions. X Date 1--12- 2004 Signaturdyof Applicant - 19 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE t TOTAL FEE $ 1 HAZ. D FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate bove for Vve been paid. By _(ate % PERMIT EXPIRES ON ly� I Date Receipt No. s WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.-1 OWNER -BUILDER ERIE'ICATION 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. I personally plan to provide the major labor and materials for construction of the proposed property improvement :YES X • NO ❑ . 2. I HAVER 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: 14-0-16105P 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: may: 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 OP WORK SIGNED: PROPERTYOWNER: 6:31; MEPI— DATE: / — / Z n a NOTE. This Owner -Builder. Verification is required by Section 19531 and 19832 of the California Health and Safety Code- Thu verification "must be completed and returned to our office before we are permitted to issue the permit OVER a .dr - - — I OWNER 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 theyare personally own work If your work is be" P Dally performing their mg performed by someone other than yourseX 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: ♦ Ifyou employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building Permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Yf Mic 1 C. Vi ira, C.B.O. er, Building Inspection NOTE. This Owner -Builder Infornurdon is required by Section 19830 of the CWornia Health asd Safety Code OVER _COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING IVISION 1 7 County Center Drive • Oroville, California 95965 • Telephone( 30) 538 7541 �PE�p�llj rf�. (Rev. 12/96) APPLICATION AND PERMIT (��0 (J ASSESSOR PARCEL NUMBER O 0 �Vl v ZONING BUILDING PERMIT OWNER L � T�"��i/�� 0 SO. FT. OCC. BUILDING VALUATION .OWNERS MAIL1JyC �pR Sfi;0 �� , p .�I 1D C(",f//J�AywA�E/J�\/�[—J�/`//J W CONTRALTO Whir— TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee'( $ t ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS r 2 � Il v- / Ir' -J V Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFDuplex ❑ 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 ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 2001� lmi Describe Work: 1=4 of 1 sfi retie CV' �U t A n e V'M I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 EL PERMIT FEE S C) 2-L1 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 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. 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: ❑ 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 TGING 46.00 NEW CONST. DWELL EL DUP. OCCU ( ACC. �rL�sr 35Q .FT. r°, EW corsr. NON-RESID,CIRCUITS97.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FOCTURES 20 ® 1.00 a4L p .50 Ex. Occup. ouTLEE'A RESID.OER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ "� _C_') cD 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S v 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, 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 forthwi c mply with those provisions. X Date �� Signa re o Applicant - EVOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 3q 9 . TOTAL FEE $ HAZ. D. FEES IMP ROOD COF PARCELPD HD ISSUE This permit is hereby issued under the applicable provisions Ofthe County Cod and/or Resolutions to do work indicat d a ove for whi es h e been paid. A 4r .' By Date PERMIT EXPIRES ON r 0 Date Receipt No. �. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Dec 17 02 11:38a p.2 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder'' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES X NO ❑ 2. I HAVE ft 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: 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: DATE: I� J d NOTE: This Owner -Builder Ver cation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a 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 arey personallormed by someone other than yourself you may protect performing their own work. If your work is being perf yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract,you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and ihese risks are especially serious with respect to worker's compensation insurance. 0 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 ific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. if the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincere' , MichaI 1 C: Vieira, C.B.O. ; Manager, Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. (Rev. 12/96) (COUNTY OF BUTTE - DEPARTMENT OF DEVELORMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND -PERMIT 01-2473 ASSESSOR VIT-N!"®_030 2TM 0 BUILDING PERMIT OWNER LYTLE WILLIAMS T MTt-F8395 SQ. FT. OCC. BUILDING VALUATION 1224 98049S 00 OWNERS 142MIJ)D ANDA WAY APT 110, CHICO CONTRACTQdtf MG, TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ p ARCHITECT IMM HEATON IQR(G1NEIP LIcl. bN§2 Filing Fee $ 20.00 Permit Fee p $ ,^ ARCHITECT JMNGA�ESS LL CC}} L�i�°11 ��ll ff�S Plan CheckingFee $ BUILDING ADDRESS rl CENTERVILLE RD, CHICO Energy Plan Checking Fee $ $ PERMIT FEE S pn LOT NO. 4 SUBDIVISIONS NAME PM X09-53 PARCEL MAP 10. 00 A. C. PLUMBING PERMIT ling ee 20.00 USEOFSTRUCTURE SF J] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 — Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New [K Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Work: NSF 2BR Gas piping stem 1 - 5 outlets — 15.00 Building sewer -\ 15.001 5 (,Jr Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service 200A OR LESS 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. 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: ❑ 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. liJ 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 +000A 46.00 NEW CONST. DWELLING UP. OR ADDNS. ( a ACc. eLOs. SO 3.52: 63,35 No..ESIDT. MULTI.OUTLET CUITS @a 7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES 20 @ I'00 SAL O .so LM Ex. Occup. ouT F1'ETs AEsID °Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 t PERMIT FEE _ 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 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 forthwith omply with those provisions. X Date /0 -Dl —ZOO f Signature ofApiplicant - VOwner ❑ 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 1 ing r6e 20.00 Heating Cooling Hood 6.50 - Z. Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 coNsr. TYPE VN TOTAL FEE $I 9 4,:)2 , 52 „Az. — D PEES I" ° D c PAftcEL P� HD ssu This permit is hereby Issued under of the Butte Cou Code and/or indica above f which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Z�i OZ Z 0(3 ReceiptNo. 3 518.65 WHITE-D.D.S.-B.D. CANARY-ASSESSO: PINK-INSPEC R GOLDENROD-APPLICANT(Date) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. ;Rev. 12/96) APPLICATION AND PERMIT () ,-) (� -7 � ASSESSOR PARCEL NUMBER Or O C11— ZONING — r7 BUILDING PERMIT' OWNER LTEL I LL / 5 ®NONeQ 3 _ SJp91 - pLF SO. FT. OCC. BUILDING VALUATION OWNER'S MIWNO ADDRESS 20[Do nl'vA Ao /! /Ca CONTRACTOR'S NAME - TELEPHONE CONTRACTOR'S MASING ADDRESS /j'}/'� JJJ��� ��` - - CONSTRUCTIONUENDER ( O L — I LENDER'S MAILING ADDRESS ` I . Fireplace Total Valuation b I ARCHITECT OR ENGINEER 2.% LICENSE NO. Filing Fee b 20.00 � Permit Fee b , ARCHITECT OR ENGINEER'S MAILING ADDRESS - Plan Checking Fee b BUILDING ADDRESS Zls� 1//GGG' . C /cU Energy Plan Checking Fee b b . 6t CD C'A• 959Z PERMIT FEE $ 1U1 U'/7,goo�:M LAT NO. SUBDMSION'SNAME� PARCEL MAP PLUMBING PERMIT Filing Flee 20.6-0 USEOFSTRUCTURE SF, Duplex ❑ Mobilehome ❑ Other 1 SPECIFY Each Trap7.00 Q, W Solar or heat um water heater 23.00 Water piping 15.00 Isce Each as water heater or vent 15.00 C _ TYPE OF WORK 13" Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: 19-//li�� Gas i in stem 1 - 5 outlets 15.00 ` Co ,pp Building sewer 15.00 Mobile Home S G W (020.00 PERMIT FEE t C16 • A` �J219` ^ n C I. -n Lu $ C `J Is Ill C�0 on 1:2�i 1 `" ,` ELECTRICAL PERMIT Fling Feej r o.00 Main Service zooAORLEss 23.00 GD Main Service 200A TO 1000A 46.00 NEW CONST. ( DWE7IING OCCUP. 3.5¢so. 1 OR ADDNS. 6 ACC. SIDS. FT. G NEW ONS T.MULTI•ouTLET NON-RESID. @7.50 - POWER APPARATUS 8 SINGLE OUTLET CIS. 20 (9 1.00 EX. OCCU OUTLET OR FIXTURES SAI. O .50 Ex. Occup. oirrLEe°Ts�M.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE :19 MECHANICAL PERMIT Fling Fee 20.00 Cooling6 t:� Hood 6.50 �. Ventilation PERMIT FEt: $ Mobile Home Installation Fee b Energy Inspection Fee b \fg TO AL FEE $ v =2. . F I F1000 I CO ,P EL N I ISSUE This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date v . PERMIT EXPIRES ON. �•" NT Oero �►..�.Ke�'.r,:�. �5�./�M"'Vk �p'w;^^i"��v -�Ce'��'Yi•�� s: :.c; ?� 7K _ ;wr.� �� « µ ,�. �p �Y.>y -r w �M� 1ny n"Y�,nr-'Z-•w.r+�' �:�.-, �i'�h�h.� �('►w�/'.r1�r-f'w-.-;"..�yr....„h.,,�,��. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: G 45 ASSESSOR PARCEL 036) Proposed Building Use: SK Building Inspector: Date: /o- O / At time of permit application,�I was awas advised the following data must be submitted prior to permit processing and/or issuance: ------------------ Date Received By All items have been submitted .------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ . Manufactured Home data and in tion ' ctions including Tie Down Specifications.----- ------------ , �2 0. Fees of $ --�-----n�---QQ---r--�- ------ ----------t --------- ---� ------ _1-2� -�� � ❑ 11. Impact fees as shown on the attached schedule. - `�i.�l_1-v u__----_� �1� ----- 2, x 042.California Department of Forestry plan approval/fees.-------X --- ---- bac.1�_J O�� i,-_Ql__Q.9 3 ., Flood elevation certificate. ---------------------------------------------------------------------------------------- . Sanitation and plot plan approval C#160 Health Department. ------------------------------------------- 15. City of Chico plumbing permit. ------------------------------ ---------------------------------------------------- 0 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 407. Planning approval for (A) Use: O l� (B) Parking: -------------------------- 1D- 3- O 1-10Contact Land Development about ElImprovements, ElDrainag�egal Parcel. -----------------------Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- . Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23Ztter er-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ of signature authorization. -------------------------------------------------------------------------------- 5 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use.----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: ------- Zelepho you issue permit process as follows El Mail to owner, ❑M/ai to contractor. b ne e3 9 S" and hold for pickup at C r�� C 0 of ❑ De 'ver with inspector. i ST�.fi, 2F/ t� I Z 8lo I - Applicant: G�� Date: j0 O/ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health .Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items -numbered: TMV @1flan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by one, ❑ mail, ❑ Building Division counter, by ate:l0-Z4 0) Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: I • Z 3 .O Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: VV\ -C— Date: - Z Plans approved by: /111,(°/ Date: % " 2-O Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building:Division. E.H,'USE ONLY Plot Plan 16-ruichad' Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Lfc�CrVI]IL 9j) — 0 Q—A0. Owner Location AP# Plan Approved for: Sewage Disposalx__ Water Supply: Public Private Wellx_ Clearance for2-Zdwelling. Other \j �=L.k 426n� I V - Hold final for: Final clearancp O.K. for: NOTE: Mal FAVA W pa, KNOW—; ----v— IM'al Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE �// OWNER v .! 7 f t/V G Qi� 1", S A.P. # all- �557� G�r� PROPOSED BUILDING USE DATE RECEIPT # DATE REC. BUILDING PERMIT FEES --Balance Due ........................................................ $ ! L �i zi --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES ClYLGd (paid at District Office) ' ,dam _ rJ SHERIFF FEES (paid at BuildingDivision �� Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. —x—=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 3 3 a0 c3 /0-1-q/ At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE /D — D! — 020 Pursuant to Government Code Section 66020, you are hereby notified that items 2; 3, 4, 5, 6, 79 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 Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) } '+-.r-^.Yw,,,, 3. -r�Yl-�'i, ^r'•'v r t`.••Y'-,�,- �-In.( ,fp1,.•T-.-^a'h'r•�-.. L..f..I'��ir,�k!�.��.is.:.n.��-•+,^ue.,1.....C"y�-„�`'"'`�r.nv-..��.^-•'•r'-'�.r ��.. ,.,�....v� �••r*' •r.., f COUNTY OF BUTTE +, DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER ! / G F— W1 t 61,4J” i PROPOSED BUILDING USE �1 BUILDING PERMIT FEES --Balance Due ....................................................... --Additional Fees Due .........................................:.. $ a --Additional Fees Due ................. ..................... . $ --Revised Plan Checking Fee ................................... $ S - l 2, SCHOOL DISTRICT FEES • `�Clyf (paid at District• -Office) A. P. # �f� � :(/ ' G�d DATE RECEIPT # DATE REC.'' SHERIFF FEES (paid at Building Division)4 ,[, e 1 R d1_ 6 1 esu ent�a.................................... x $3 0.00 = $ . Units Commercial (sq. ft.) .;.................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES b 1� Residential ............................ x _ $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) w. 7. SRA FIRE,INSPECTION AND PLAN CHECK $89.00 (paid'af Building Division) / A 8. WATER TENDER FEES (Battalion # ) $200.00;(paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) Ir E ..P 3 3 RO13 1/0-/-0/ 10. OTHER Ai time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees _ ` may be changed during the plan checking process. _ APPLICANT , �.. �IjATE '�'U — / — 2D0/ . �t Pursuant to Government Code S ct onr66020; you ar—hereby notified that items 2, 3, 4, 5, 6,'7, 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 - BuildingfDiu I (2nd Copy - AAppl an'-` —3id Copy;- wnei (-Rev. 6000) i ALVDWHEN RECORDED MAIL TO: BU'ZE COUNTY BUILDING DMSION 7 GQJNTV CENTER DRIVE OKZWMLE, CA 95%5 -. -..— T ui uouument xecoraea 24 -.Jan -2002 2002-0003799 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agrialltural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or &comfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: O/= -774£ NV✓'//¢ �F SEc77 Dn+-rZaA/� )PS E , MDZ3 ��l�77 cv�A2ty DEd'c�ei®EO AS Foga WS '?R,2 C e L Q 4S -PH04-17V aN �H+'�C �L l��iP /�02 l4 E t L7 -V Ca n< /PR.0 W t-, Lev ' OF '-gurTc- �bv,✓r� eA4FVQiviq ON fZ-, l98/ Jnl &oDX 83 orv- ozipi 47- P46ES %5 f 74 ,- C�E277�.C//TE Cis ���eG7�v�n/ DATED .S Eh/C3E� •4.1 /58.1 lv Boo< 04:;7,5 poc �uTT� �o �i✓7y 0�7=r CigL � �Co�ps , r4'r pAGE 62(0 brCEPTi�vG 7t/[,/2�F20r� .4+L� TN�9T Lq•�vU DF�'GG�pC-� ./� D,�� 7'a �ociM'y U� JIn.-,/ 7 19S/ iN BovK Z637 PgGE 04-9 B-rm evu.vr'/ 0'5:cs1q-c • R-F�o2Ps Date / - Z 4- o Z PROPERTY OWNERS: 4-/7z-. S. WJL4W6rgS Stateof C is County ofC on % Z G z before me, �i//Jir �-' %i/?'i'►1lk.r/ ,lr1lErf�cd•y personally appeared_' pereonay lmevwn4o-me (or proved to me on the bans of satisfactory evidence) to be the person(4whose name(s�is/tage subscribed to the within instrument and acknowledged to me that he/*e/tky executed the same in his/ho*/thefr authorized capacity(iok), and that by his/hel ;bAr signature(gJ-on the instrument, the person(s)':or the entity upon behalf of which the personN acted, executed the instrument. WITNESS my hand and official seal / BLAIR L. HERMAN M-0 1207756 Signature / fr ' 6�f��.. Seal: NOCARYAPUBM-WFORRIA d COUNTY OF BUTTE m Comm. Expires Feb.?, 2003 w A.P.-4 011-350- 03O -00o Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 B95 6512; Jan -24-02 11:47AM; BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM '' (( (One form Par Building) School Distad ,1U10 standing Department No. A. P. Number f � � U Jurfadidlon: ' Q City County Property Owner Property LocatioroA9 Subdivision Page 1/1 Lol No. .................... —..._......... ._.............. _.._....... ... _....... —...—.._. Residential No of Livirey M ! -Supplemental to Fie (Group R) Units Irlataftion Cerhvarelon Penh >Y L...... .. Ift foundafbn Ifhapactbn), Commerciaginduatrisl New ndoAon Building Department Representallw imoor Hans reviewea env tenon ulstnct Ontrict Identification No. /13 U / &ASchool District cert)five that IStreet Addrsia) , Katy) has complied with the requirements of Resolution No. representing IJC� rey square het. School District Representative Paid by Check f Remarks: Sq. Footage (Including Exterior Roofed Areas) (Applicant) S- 9_3 �'9 Whom Number) (State) (Zip Codel by payment off 3,2D 2926 f ut.L etrthoATIM = � � a Oats Abelbe: You may protest the Imposition of the tees Identified above by submitting a written protest to the District, In oompuance with GovwmrwM Coda Section 86020181. within 90' 46" from this date fees are paid. failure to submit s timely written protest will prohibit you tram challenging the Imposition of the lose fn arry court action. Of. subsequent to the Salved District Represenutive signing this Butte County Schools Impact Pee CoMfieation Foran, the School District Is notified by the applicable local Manning Agency that this project is be" reviewed under the CaNlomae Environmental Quality Act ICEQA). that project may be subject to additim school fees to fully mltoete Its Impact on the school district's schools. White lappaicantl. Yellow Ibuilding department). Pink (school diatricil feelo.m.als 110/e8ldmm ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: www.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE JPermil:Numberl7stricl Phone: (530) 538-7339 Q /1 a OQ e APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: Z-Y7Z , (OIL -L44 -171S 2. Address: 2o& o 4mf9,vai 649 607- 0 3. Phone: (53,o) 5/9 83,95 , 4• Assessors Parcel Number. 0/J -.35 O — 02 0 5. Location of work to be Done: (!6A/T'r=?P—VO L1 -E 4et> CSD PpRox !! X379? 6. Applicant's Sgnature: 7. Date: CONTRACTOR'S INFORMATION 8. Contractors Name: 9. Address: 10. Phone: 11. Fax: 12. Contractors Number. 13. Certificate of Insurance: Yes C1 No 14. Contractors Signature: ' 15. Authorized Agent' _ TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): ��PAr/��. 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. 19. Conditions IJnde`r round Service Alert U.S.A. must be notified two workin da s prior to any excavation. 800-227-2600 20. O Al work shall conform to accompanying: Detail O Plans O Special Conditions O 21. Date Issued:S. f 0 / 22. Expiration Date: /,0 e O 23. Surety- Yes No 0 Mike Crump, Director of Public Works By: "Note: If permits are faxed to any number besides (530)5384356, they can be delayed up to one week. Pagel or2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee thafTe, doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Pernittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all limes, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, unfit such time as the Permittee may be relieved of the, responsibility, of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other. public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at, all times. No public road under the,jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, from the Board of Supervisors' 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein eermitted or which may arise out of !he failure on the part of the Permittee to do, the work proidded for under this permit In the e:vst any cirbm of such liability is' made against the County of Butte or any department, official, or employee thereof, the Permittee shalt defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above tesfirg method. Permittee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8' lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right -of --way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at t 3 other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the 9 Z excavation to the original grades and cross sections, and to a condition as goos as, or better than, existed prior to the construction. ) 3 5 it All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitfing, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8') of aggregate base, according to current California State Specftdons. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to bg placed, erected, and maintained all warning signals, lights,, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. m. 11. If the construction work.covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. 'LOCATION: DATE: to / A /01 3 7 9 C�nfiary 1 c R�. EDGE OF EXISTING PAVEMENT (EP) FOREMAN: Cas I4i!3htovJeY` MIN, DISTANCE: DISTRICT.-. E. r r• --_ --------�-- PERMIT#: SPEED LIMIT OF ROADWAY��% ® DRIVEWAY LOCATION: DISTANCE TO NEAREST INTERSECTION: rnI.- /-�C..LL70 u/ti R.D z SIGHT DISTANCE J 12' MIN. AREA GOOD 20' MAX. TO. BE O POOR IF POOR - RECOMMENDATION TO IMPROVE: PAVED O CUT BANK R/W O REMOVE VEGETATION (TEMPORARY) O OTHER (EXPLAIN) ADJACENT TOPO 10' MIN. Cl FLAT b O CUT SLOPE i _.. FT.'} .._.: :. ..., ....• . �: ,: •" FILL -SLOPE 70 AO FT. - :Dowty lily ' O CURB AND GUTTER K O AC DIKE O EXIST. DIST. ¢ TO EP 30 FT. NOTE: IF GREATER THAN 109 UP OR DOWN DRAINAGE RECOMMENDATIONS REFER TO ENGINEERING. NONE O SWALE O CULVERT MAX. 1 FOOT VERT. RISE OR DROP MIN. DIST. FT. PER 10 FEET HORIZ. DISTANCE MIN. DEPTH TOI[ FT. DIAMETER . IN, EP LENGTH FT EXIST. DIST. I MIN. MAX 10% O OTHER (EXPLAIN) ✓ DIST. I 2% NOTE: MIN, DEPTH AMAX '109, PAVEMENT TO EXTEND 1)9AT . G%e4b4F-_ X47' EZ AT •12 .. CROSS 'SLOPE ,_T OR . MATCH EXISTING _ S•-3 . ROADWAY CROSS -SLOPE. N.T.9. PRIVATE DRIVEWAY FIELD REVIEW @M_-$4, 12M 11 _ -- 1111.49: 22 35 �3 40 15.00,4c s a4/ 40 1O.0614c , -s 10.054c 21 ti°� 1400' 4 10913 -------LIST .3 --- 24 12.05Ac . s 52 3• . �s _ to 69RSS4; 24.17Ac y 1 s 10.O04c 30 LOT g t y�• • f d47 �6 Rv 3 PSV. SEC. 4 & ?Ac E22N. RjE M..B.&M. 20 fAc* 1.124c x P. (Y &£ _ .. _ . �.5.5. 135-4—� 96Ac 22i LOT 37Act p3 I �\ at '� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,• California 95965 • Telephone (530) 538-7541 PERMIT r 1Rev.12/96) APPLICATION AND PERMIT L L 2(4 ABSESLORPARVILNUrr(A all__ O ZONING -� O BUILDING PERMIT �j,`r p 4 200. OWNER Tcro"°Na SO. FT. OCC. BUILDING VALUATION L �, s 89,- 3 OWN019 MALNG ADOMS 20!00 n[vA A --#-- 11-D ice COMTRACTOR•9 NAME TEL9PHO E �N CONTRACTORI MALNO ADDAM OONSTRLJCTM LENDER LENDER'S MAILING AWWN Fireplace Total Valuation $ AIIC"rTECT OR ENGINEER LICENSE NO. k�BS,t?T T" i /�N C_9i Flin Fee $ 20.0 ARCW ECT OR ENOWEER9 MAILING �NG ADORPermit Fee S • s 2044- Plan Checking Fee BUILDING ADDRESS Energy Plan Checking Fee $ aZ?,u zc-� vi C acv $ CH1617 (30+ 959Z(o PERMIT FEE $ LOT NO. sue"K*V HUE PARCEL MAP PLUMBING PERMIT Filing'Ffee 20. c USEOFSTRUCTURE Each Trap 7.00 0 t. Solar or heat pump water heater 23.00 SF Duplex ❑ Mobllehome ❑ Other Water piping 15.00 52, C2 BPWFY Each as water heater or vent 15.00 c -c TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 NewAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Cc Describe Work: [2q- �G�� Mobile Home I S I G I W @20.00 PERMIT FEE : W ELECTRICAL PERMIT Filing Feej 20.00 OOOV R LESS Main Service sooA oOR LEss 23.00 GC ~46.00 O� J Mein Service zooA TO L000A NEW CONST. DWELLING .OCCUP. 3.5c OR CNS ( .a .ACC. SLOE. R. so. NEW T. SNON.RES 0. MULTI -OUTLET @7.50 • �l POWER APPARATUS a SWOLE OUTLET CIR, OUTLET OR FOCTURES 200 I'00 EX. OCCU SAL .so /J� v APPLNG Ex. Occup. oUTi EsID,°F.. 5.00 L Q Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 �✓ ! Heating iW Coolingd G✓ Hood 6.50 n Ventilation -S I. ��A PERMIT FES 1 _ _ Mobile Home Installation Fee $ n Energy Inspection Fee $ OCC CONST. TYPE 6. /•� Lu TOTAL FEES (9 / 9• NAZ. I O. FEES IMP FLOOD 1 COF PARCEL PO ND 6suE SII 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 beon paid. on By Date _ PERMIT EXPIRES ON w - i (OACa) ,. ...._�,,.,R.�..•r:Ya.;m.ywtf+eu'�,Y.Nt�'.r�1;.,,ri1..yj 5i�tr':..N�_Y..-�rtn'�: rh �+.i1:•�! �.�:.+. ,�9:,-E.:,ti,�:..�tir........-•. -<.... ;�•.w .,- BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �j�zS�D Building Department No. A.P. Number „.0 Jurisdiction:City County Property Owner OC U �' p � /.� (,� / m Property Location/Address Subdivision Lot No. ......................................................................................................... . Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): .......................................................................................................... Commercial/Industrial II New Addition Building Department Representative moor vans reviewea oy acnooi uistnct rersonnei District Identificabon No. � 3� School District certifies that e rte_ (Street Addr6ess) (City) has complied with the requirements of Resolution No. representing &rey square feet. School District Representative Paid by Check # Remarks: IState) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Phone Number) (Zip Code) by payment of $ 9-t2 61 IAB 2926 $ FULL MITIGATION $ AI Date r 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 (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designekaypeconstructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. C) 1 - 3 So -<)30 ZONING 2 OWNER L -fLE W % ��tzLS PHONE NO. 345 - 2-:39-7 OWNER'S ADDRESS 204 W_ 3"Jo 4VC- CAIC0 CA 9652-(o LOCATION OF BUILDING ApN 11- 3S -30 USE OF BUILDING CUvr�EA�- /atev m SIZE OF STRUCTURE-`-"-- -� ' X Ifo = �_ SQ. FT. I , TYPE OF CONSTRUC ION: WOOD FRAME STEEL CONCRETE OTHER (Specify)-- TYPE OF SIDING ROOF COVERING FLOOR TYPE Woop W ODD ESTIMATED COST OF CONSTRUCTION $ Zt70fl AG Buildings shall comply with the minimum front, sidei and rear yard setback requirements of the applicable County Ordinances as follows: v IF FRONT �S�'�� a� I�'� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. /l Date /1- OG - 95 Signature of Owner Permit Fee - $60.00 . The above described AG Building is exempt from,a-Axtitdino oermit Receipt No. 18 �9 3 Manager Building Division /IkBY �"u Date '- lello -r1195 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Il LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE saiding Permit No. -S— ':; OWNERS NAME: 1, I l I CLVVI 5 , Lille NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: T= R to FLOOD ZONE: )C FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: MAP INFORMATION: LEGAL ACCESS REQUIRED: YES NO YES - NO DATE OF RECORDING AV4v5'I- IZi 1931 LOT BOOK 9 PAGE -9 1 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES c NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required. -by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. i� •1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all. existing wells. 4. Maintain a 5'0 ft. leachfield setback from : 01lAtA11466/ Wll'y , _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. )C 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. _ 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ AJ' _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees:,(Se _.pt one number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to dre Pkmzkg DhW'w- _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such; fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. 14 X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. 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. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21 22. 23. 24. 25. S661 10 SON a3ni3331i LD 9/95 - C:\WP51\FORMS.K\BLDGPERM.CLR SITE PLAN REVIEW APPLICATION Date: I D- 3- 0) AP# 01 1- 3 S (3" 3 Permit Number (if applicable) D ) — Z Li -2 APPLICANT INFORMATION Parcel Size: AC, Owners Name: W I LLl Owners Address: 20> 6 col Telephone No.: 691— Situs 91— Situs Address: eGMrG—QV)-LC_ F�,� 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 DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ® Site Plan Stamped Approved By Date )0'3_0 ) Page 1 of ❑ Resolve Problems Prior to Approval 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: � t • Flood Panel No.: C> 'S -74; Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) 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: F P, —10 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5 O 1_ Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: b. o Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito,Impact ❑ 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: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ .Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ 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 Map Date of Recording L ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4 of 5 0 f. 1 Summary of Specific Requirements: ted ti r This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 PRC -ECT AMICANT: OWNER: '. �' • PERMff ®: A. P. #: WORK DESCRIPTION: Dec -19-00 09:15A 00 14�,� 6 �25q3.8O3g P.04 -? 0 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-submktal If this form is not complete, as to all oorrection items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By otters" is not considered a valid response. • Please indicate your response to each item and the location where the information can be found an the pWWcalcs. ATTR M TWIM MOM Tn A rnOV nC Vn1= m AN OC\RCIY a C'RYCO wun 0Vn1DW UNITU 0&%"WZn ■w..,ewo-- .A. ........ OWNERS NAME - DATE: LY-rt A M -S COMMENTS: TTi�G ,l A4 -eve' �s �� agyfs � /0-S �e'K- C.P)NV6t1 A-riD i'-�c Gt17 rW— ASSESSORS PARCEL NUMBER PERMIT NUMBER i CM- 350- 030 I 1 OI- 2473 RESPONSE FOR PLAN CHECK LETTER DATED: NoV e M r3 E2- 2, 2.0 o 1 PLAN CHECK ITEM N NON-ST(2UC RESPONSE BY: a LOCATION ON PLANSrCALCS: dee ,o Id Q A _. s COMMENTS: TTi�G ,l A4 -eve' �s �� agyfs � /0-S �e'K- C.P)NV6t1 A-riD i'-�c Gt17 rW— NVI (U ia- ill ro 'b1,PYn 5 L0 -4,h G PLAN CHECK ITEM N NON- Sihvc. RESPONSE BY: LOCATION ON PLANSXALCS: LOCATION ON PLANSICALCS: COMMENTS: AO PA NfE APPU AIV Cb7z MA -L/ (3 EM O Valcz) r mid e - e ss FF" PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: `GAI r -O (2-1,11S 12 S /S &XD . I P It ^AA02 PLAN CHEC^K'IT'EM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS:, o ZES REE —no v& -r-) F -o2. <SW • PLAN CH ITEM gRESPONSE @Y: LOCATION ON PLANS/CALCS: COMMENTS..,,,,-, eVYt.- � I (�,j►ll is rvi•S RESIDENTIAL- PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: ``/I l `,(Ojry Building Permit Number: r . Plans Examiner: Martha Christy A. P. Number: 011— 3S O — 03 b GENERAL: x Zoning requirements — (number of permitted living units). ,2� Plans signed by the designer. Proper description of work on the application. Existing violations on the property. i� Recorded notice of violation. Building permit valuation. OT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) / \ FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Co¢e section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). ' . Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise, permitted in this vsection. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet' measured to the lowest projection from the ceiling (Uniform Building Code secti6n:310.6.1).' - f All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). �l0. uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). W Garage firewall separation - required on ara a side includin su orting all d nif Buildin g g pp g w s an posts (U orm g Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes 2� x (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Buildin Code section 310.9.1 . `' o • �ov►C�e Cto � . � -- 15. Water closet clearances ,(Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). 5. oor construction details complete enough to construct building. r O6'rn - Elevations and wall construction details complete enough to construct buil� y 7. Roof construction details complete enough to construct building. lJ �. �,! Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: r 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). '! Brick or stone veneer (Uniform Building Code section 1403). ,4! Exterior plaster - weep screeds (Uniform Building Code section 2506.5). ,5! Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits onevtF ee - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). O'Dkttic access and ventilation (Uniform Building Code section 1505). 711 Sound requirements. ZL C_ � � �,_ 12. nergy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. _ 1 / , w 2. ❑Flood elevation certificate. � � 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. writ X_t 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2, PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal. If 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 valid response to every item requested in our plan correction letter. "By others'' is not considered a valid response... Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND nngnmAi o1 AMC OWNERS NAME __ ... _ _ .. _ DATE: LOC ON ON PLANS/CALLS: �-22 oZ ASSESSORS PARCEL NUMBER f PERMIT NUMBER 01-2473 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM RESPONSE BY LOC ON ON PLANS/CALLS: COMMENTS: � (b _ PLAN CHECK ITEM # RESPONSE LOCATION ON PLANS/CALCS: COMMENTS:AV K/ PLAN CHECK ITEM # 3 RESPONSE LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: t December 28,2001 • ` • Lytle Williams 2060 Amanda Way Apt 110 Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-350-030 Building Permit Number: 01-2473 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: I. Currently plans show second floor to have more square footage on the floor plan than on the floor framing plan. PLEASE ADDRESS THIS DISCREPENCY BY EITHER REMOVING EXCESS SQUARE FOOTAGE OR PROVIDE CEILING FRAMING PLAN OVER FOYER. PER BOB HEATON WE WILL ELIMINATE ADDITIONAL CEILING AREA ON FLOOR PLAN. PROVIDE ATTIC ACCESS TO WATER HEATER LOCATION PER REQUIREMENTS OF UNIFORM MECHANICAL CODE. LIGHT, SWITCH AND OUTLET MUST BE PROVIDED. WILL NOTE ON PLANS. Energy calculations must be revised for the following items: R -values for floors, walls and ceilings must be reduced per the size of framing members you have detailed on the plans or you must provide reference forms and construction detail which show how values are obtained and you must show how ventilation is provided at areas of the house with vaulted ceilings. THIS REQUIREMENT HAS NOT BEEN ADDRESSED ON RESUBMITTAL. PLEASE SUBMIT TWO RETS OF REVISED CALCS WHICH MATCH THE PLANS SUBMITTED. 1 of 2 • '• PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide energy design compliance and supporting documentation. 2. Balance of Building Permit fees is $943.85 3. Impact fees: 3.1. Butte County School Impact fee certification form will be given to owner when second plan check is completed. 3.2. Sheriff fees = $360.00. 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 5. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Cc: Robert Heaton, Architect 2 of 2 Philo Hunt, P.E. Plan Check Engineer r ° '" °0 RESIDENTIAL PLAN .-� ° REVIEW, GUIDE c `> :- .::.::: o SINGLE FA ii Y, D UPLEX AND . \0i, �,�•� MISCELLANEOUS.ONZY ' Owner: Vit ti t a'mS Building Permit Number: Plans Examiner Martha Christy A. P. Number: dI I 3St) - 30 GENERXL: 1. Zoning requirements - (number of permitted living units). O 2. Plans signed by the designer. J t 3. Proper description of work on the application. 4. Existing -violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. _. Setbacks, side yard, easements, etc. 3. Other buildings or structures. J 1 4. Grading, fills and/or drainage. 5. Flood hazard. 4 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ N 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net -S clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When nindows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section •310,:6:1): , 7. All habitable rooms except kitchens shall have an arra of not less than 70 square feet and not less tban�7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S. GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception !#3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove - U1v1C section 205 confuted space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous -throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). &.4 Floor construction details complete enough to construct building. 5ANe +;120 Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. • 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. - Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster -weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2), 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.33.2). S. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 912 Sound requirements. Energy design compliance and supporting documentation. e,�/ CDF responsible area requirements. i q o BUILDING PERMIT REQUIREMENTS: U&..p p 1. ❑ SRA. 14, seoe 2- 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. ,„ ) ( lJl•FO1/ j�Q,i')'th�i-� 4. ❑ Special Inspection requirements. / ��" \llr �O riot5. E) Use Permit conditions. \ l WGIL 6. ❑ Sub -Standard Housing lever.eQ/Ytc�_ 81/YY1 ' CDt2' ��!-r,�:e.�• Wray') Page 2 of 2 p 1rOO7..r, wa_V- 9-0 FA December 20, 2001 Lytle Williams 2060 Amanda Way, Apt. #110 Chico, CA 95926 RE: #01-2473 / APN 011-350-030 Centerville Road, Chico Dear Mr. Williams: LAND OF NATURAL WEALTH AND ��T` cow BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 D I D Per our conversation of Friday, December 14, 2001, I am forwarding an Encroachment Permit for completion. It is standard procedure to require an Encroachment Permit for all projects encroaching into the County right-of-way. Since your driveway connects with a County road, thus into the County right-of-way, an Encroachment Permit is required. There are no permit fees with the filing of this Permit. Your plans have been received and are in the process of plan -check. You may contact me at 538-6571 if I can facilitate anything further, for you. Sincerely, a`zlvo v r Department of Development Services Enclosure FILE DOCUMENTATION 12/14/01 Lytle Williams Permit 01-2473 // APN 011-350-030 As Plan App Facilitator, I called Mr. Williams to connect on this project. He was agitated and frustrated—upset that he would have to pay school fees, even though he said he does not have any children. He said the County only calls when they want money. He was verbal initially, apologizing for his behavior before the conversation ended. He said that he planned to get his plans Monday and would submit them to Chico. The fees will need to be calculated at that time. I suggested that he could call me if I could assist him in any way related to this application. Cheryl Spoor November 2, 2001 Lytle Williams 2060 Amanda Way Apt 110 Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-350-030 Building Permit Number: 01-2473 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMNIENTS: 1. The area labeled Attic area is considered living space, which may also be used for storage. As such, this area will require a staircase, must be included in the energy calcs, must be included in permit application and must have an emergency egress window. Per my conversation with the owner, he does not want to meet these requirements as living space and will not use this area for any reason. Please remove door to this area and revise plans to specifically note this is attic only, not to be used for storage. Attic access is to be by 2200 opening through ceiling. Remove window area from energy calculation package and revise plans to show ceiling over kitchen. Currently plans show second floor to have more square footage on the floor plan than on the floor framing plan. 2. Propane appliances, the FAU and the water heater, may not be located in a basement. As your crawl space is located below grade on all four sides, you have a basement area where gas and gas fumes can collect. Provide another location for these appliances. 3. Energy calculations must be revised for the following items: R -values for floors, walls and ceilings must be reduced per the size of framing members you have detailed on the plans or you must provide reference forms and construction detail which show how values are obtained and you must show how ventilation is provided at areas of the house with vaulted ceilings. When a radiant barrier is modeled in the energy calculations you must provide construction details for type of materials and their installation. This must be modeled for the entire roof system. You must model entire roof system, not just vaulted areas. Radiant 1 of 2 barrier must be provided on roof and all vertical surfaces on the attic area including gable ends and wall surfaces. Construction details must show all requirements. STRUCTURAL COMMENTS: �tG 1. Please define SW -1 as shown in details 1/S.4 and 2/S.4. This shear wall is not shown in the - shear wall schedule. Show also the A35s on these details to be used to connect the.blocking to the top plate as specified in the structural calculations. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide energy design compliance and supporting documentation. 2. Balance of Building Permit fees will be determined when issued is resolved concerning the second floor. 3. Impact fees: 3.1. Butte County School Impact fee certification form will be given to owner when second plan check is completed. 3.2. Sheriff fees= $360.00. . 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 5. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REV)lEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Cc: Robert Heaton, Architect 2 of 2 Philo Hunt, P.E. Plan Check Engineer s ki STRUCTURAL CALCULATIONS Structural calculations for: Lytle Williams Chico, California Job 01-016 AR ROB , T B. .TO J 0. G 9192 I N� REN.3.31.03 �T \�OFrq�\FOj o/- 2473 1BvTM COON" BUILDING DEPARTMEw APPROVED //// /0 / I R //, ROBERT B. HEATON and associates architects 2044 Palm Avenue Chico, California 95926 (530)343-8038 Robert B. Heaton C-9192 Frank M. Glazewski C-27470 /-,-iL'er STRUCTURAL CALCULATIONS _ Structural calculations .for: Lytle Williams Chico, California Job 01-016 0 \/�SEp ARCh,/T\ REN.3 31-03 �Q �F0F CA��F�e ROBERT B. HEATON and associates architects 2044 Palm Avenue Chico, California 95926 (530)343-8038 Robert B. Heaton C-9192 Frank M. Glazewski C-27470 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 General data Job name I Lyde Williams Job No. 01-016 Code used 1997 Uniform Buflding Code O Jurisdiction Wind loading Basic wind speed 75 m_ ph Exposure B Design method Normal force method Structure category Endosed • Seismic Seismic zone 0 Gravity loading AssemblV ADDlicable DL LL Reducible LL? Sloped roof - less than 4:12 No 0.000 0.000 n/a Sloped roof - greater than 4:12 No 0.000 0.000 n/a Upper floor No 0.000 0.000 n/a Lower floor No 0.000 0.000 n/a Soil data Allowable bearing UBC Classification 1.000 ksf 5 eG Z RM Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Soil data Job name Lyde Williams I Include footing weight when calculating soil pressure ? yes Soil data used for design .Allowable bearing pressure Max. allowable pressure Increase for depth Increase for width Friction coefficient Lateral bearing (passive) Increase for wind/seismic Resistance 1.000 ' Soil classification: Reference table 18-1-A 1997 UBC ksf Input data for user defined classification ' Allowable bearing pressure 0.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.000 ksflft depth 0.130 ' fncrease for width 0.000 ksf/ft width Friction coeficient 0.000 Lateral bearing (passive) F 0.000 ksf/fL of depth below grade ' Increase forwind/seismic 1.330 I Include footing weight when calculating soil pressure ? yes Soil data used for design .Allowable bearing pressure Max. allowable pressure Increase for depth Increase for width Friction coefficient Lateral bearing (passive) Increase for wind/seismic Resistance 1.000 ksf 0.000 ksf 0.200 ksffft depth 0.000 ksflft width 0.000 0.100 ksfgt of depth below grade 1.330 0.130 ksf Page 1 Soil weight kcf • 3 a desrgo -typical itme+c - sf-ew►we. If (cm.,) fl'eT2(tied Gel jc f= 4,1&' �C,x,ICIA = CZr212),O�Z4 lo<o(D)t 12A65� Cavy.f, w � exp =,030 kcr. so_ 1' a- 511 s MAS -RW 2/ 9/01 2:24 AM ------------------------------------------------------------------------ Rev 10-12-98 Masonry retaining wall ------------------------------------------------------------------------ Description >>Typical perimeter stemwall '- ---------------- -- ------General data------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 vertical Special inspection (Y/N)? > n Masonry weight > .135 kcf Soil weight > .110 kcf - ------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > .656 kips/ft ' Equivalen fluid pressure > .030 kcf Sloping backfill surcharge > .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge ' P Comment to wall height -------------------------------------- 3.000 .000 feet ' Input surcharge height > .000 feet Uniform lateral load > .0000 ksf Seismic/wind w lateral at top of wall > .000 k/ft w lateral at bottom of wall > .125 k/ft w lateral at bottom of footing > .155 k/ft -----------------------Allowable design stresses ------------------------ ***Soil*** Class of materials > 5 Input Allowable bearing cap. > 1.000 ksf 2.500 Allowable passive (horiz.)> .100 ksf/ft depth .200 ' Lateral sliding coeff. > .000 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi ' Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 9 > .850 Fb max. > .250 ksi 0 > .900 -------------------------------Wall.data-------------------------------- ' Cantilevered wall may use varying thickness segments Height of retained earth ' Segment Ht.(feet) Ht.(feet) 1 .000 to 4.160 2 .000 to .000. 3 .000 to .000 ' Retained height > 4.160 feet Total wall height > 4.670 <for wdl determination> Additional dead load > .046 kips/ft ----------------------------Wall reinforcing-----=---------------------- R Segment 1 - if concrete used: d > .000 inches Load factor > 1.700 Live loads M > .360 ft -kips Mu > .612 ft -kips OMn > .000 ft -kips --- As reqd. > .000 in -2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in -2 --- ------------------------------------------------------------------------ Segment 1 ------------------------------------------------------------------------ Design moment > .360 ft -kips Nominal t t wdl 8.000 7.625 .357 - Tension reinforcin --------- Size -------- Spacing ---------I----`---I---------------------- d I--- p fm/Fb fs/Fs--I I f's/F's Vertical 5 32.000 ---- 3.813 .0013 .780 .548 --- Horiz. 4 24.000 .0011 --- --- --- Combined .0023 Minimum development length> 14.000 inches Compression reinforcing: --------- Spacing d' 6Min. I fm/Fb I fs/Fs I I f's/F's -Size - ------ Vertical 0 ------------------------------------------------------------------------ -------- .000 -------- .000 -------- --- -------- --- -------- __------ --- .000 Segment 2- ------------------------------------------------------------------------ Design moment > .000 ft -kips Nominal t t wdl .000 .000 .000 Tension reinforcin --------- Size -------- SpacingI ---------I----I--------I--------I-------- ---d---- P fm/Fb fs/Fs f's/F's vertical 5 32.000 3.810 ---- .0000 .000 .000 --- Horiz. 4 24.000 + .0000 --- --- --- Combined .0000 Minimum development length> 14.000 inches Compression reinforcing --------- SizeSpacing d' Win. I fm/Fb fs/Fs f's/F's -------- Vertical 0 ------------------------------------------------------------------------ -------- .000 -------- .000 -------- --- -------- --- -------- -------- --- .000 ------------------------------------------------------------------------ Segment. 3.. Design moment > .000 ft -kips Nominal t t wdl .000 .000 .000 Tension reinforcin -------------- Size-- SpacingI d oMin. fm/Fb I fs/Fs I f's/F's I-------- -I Vertical 0 -------- .000 ----- ---I .000 -------- .000 -------- .000 -------- .000 --- Horiz. 0 .000 .000 - -- --- --- Minimum development length> 14.000 inches Compression reinforcing -Size I Spacing vertical 0 .000 d' I %Min. -------- I -------- .000 --- 01 fm/Fbfs/Fs f's/F's --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length > .750 feet Safety factor > 2.328 Heel length > .285 feet Soil pressure > .912 Minimum footing length > --- feet ft -kips d > Actual footing length (L) > 1.670 feet .022 in "2 Footing depth > 12.000 inches at 48 ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > N Overturning moment (OTM)_ > .360 ft -kips at 48 W Arm #5 Moment 48 ------------------------------------------------------------------------ Wdl min. -_.046 kips 1.068 feet .049 ft -kips Wti .656 kips 1.068 feet .700 ft=kips Segment 1 .357 kips 1.068 feet .381 ft -kips Segment 2 .000 kips 1.068 feet .000 ft -kips Segment 3 .000 kips 1.068 feet .000 ft -kips Soil .130 kips 1.528 feet .199 ft -kips Footing .251 kips .835 feet .209 ft -kips ------------------------------------------------------------------------ EWdl min> .783 kips EMdl min> .838 ft -kips EWtl > 1.439 kips EMtl > 1.539 ft -kips Check safety factor against overturning: EMdl min/OTM > 2.328 > 1.5 <ok> Eccentricity (e) > .016 feet <A/2-(EM-OTM/EW)> L/6 > .278 feet . L' > 2.456 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .912 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .812 ksf ----------------------------HEEL/TOE Heel design . Heel length > .285 feet M > .019 ft -kips d > 8.000 inches As min. > .002 in"2 Toe design Toe length > .750 feet Max soil pressure> .912 ksf At face of wall > .634 ksf M max. > .230 ft -kips d > 8.000 inches As min. > .022 in "2 DESIGN ----------------------------- Reinforcing #4 at 48 in. o.c.. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ------------------------------------- ----------------------------------- Reinforcing #4. at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. '-----LONGITUDINAL FOOTING REINFORCEMENT =------------------ As required = Area * .002 As min. 3 2 2 1 1 #4 bars #5 bars #6 bars #7 bars #8 bars .481 in -2 I -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .260 kips/ft Calculate wdl * friction coefficient: Lateral sliding resistance > .000 kips/ft For class 5 soils: Lateral sliding resistance> .130 .217 kips/ft Allowable lateral passive pressure > .100 ksf/ft depth Consider footing for passive resistance? Yes Lateral passive pressure provided > .050 kips/ft <Footing only> ------------------------------------------------------ Net resistance provided by footing only > .267 kips/ft <Footing only> Concrete slab at base of wall ? > y Thickness > 3.000 inches Width of slab > 24.000 feet Resistance provided by slab > 3.120 kips/ft Total resistance to sliding > 3.387 kips/ft Factor of safety > 13.048 <OK> No shear key required! ■ Shear key must provide additional > .000 kips lateral resistance Calculate equivalent depth of shear key based on overburden: Bearing pressure (p) / soil weight ' Equivalent depth of shear key > 4.265 feet <Maximum 151> Allowable lateral passive pressure > .000 ksf <At top of key> Allowable lateral passive pressure > .000 ksf <At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips ' Shear key thickness > 8.000 inches d > 4.000 inches s min. > .000 in -2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. ' ----#8 at 0 in. o.c. v CD a Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Wind design values - Uniform Building Code - Table 16-H Job name Lytle Williams Exposure B Importance factor 1.00 Basic wind speed 75.00 mph qs 14.50 psf Roof pitch 12.00 in 12 angle 45.00 degrees PRIMARY FRAMES AND SYSTEMS 1 0.0063 0.0068 WALLS 0.0077 Windward walls ' Leeward walls 0.0036 Total wall 0.0042 ROOF ' Wind perpendicular to ridge: Leeward or flat roof 110 Windward roof:, ' Slope 9:12 to 12:12 ' Roof total Wind parallel to ridge and flat roofs Direction Ht. <0'-15'> <205 <26> <305 <405 Ce 1 0.62 0.67 1 0.72 1 0.76 0.84 'Nm 0 800 0.0072 0.0078 0.0084 0.0088 0.0097 Inward -0:50` 0.0045 0.0049 0.0052. 0.0055 0.0061 Outward 0.0117 0.0126 0.0136 0.0143 0.0158 OJO 0.0063 0.0068 0.0073 0.0077 0.0085 Outward s 0'r ; 0.0036 0.0039 0.0042 0.0044 0.0049 Inward 0.0099 0.0107. 0.0115 0.0121 0.0134 Q7,0' 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ' ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures Enclosed and unenclosed structures `� 420 " 1 0.0108 0.0108 0.0117 0.0117 0.0125 0.0125 0.0132 0.0132 0.0146 0.0146 Inward Outward Partially enclosed structures 110 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls .1� 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF ' Enclosed and unenclosed structures: Slope < 7:12 1 30.° - 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12 a: �- ;'.230: 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ' Slope >12:12 Use wall values Partially enclosed structures Slope < 2:12 Kw i 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12 .'!:8 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12 0130 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12 n�' 10: 0.0153 0.0165 0.0177 0.0187 0.0207 Outtiin Slope >12:12 Use wall values 41 12, ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers Y50! 0.0135 0.0146 0.0157 0.0165 0.0183 Outward Y, 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slo 2:12 to 7:12 pet: ' 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to21fi 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. 80Wvi° 0.0252 0.0272 0.0292 0.0309 0.0341 Upward 13 tFrank Glazewski - Architect '1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343.4630 Seismic factors for structures -1997 UBC Job name Lyde Williams Static lateral force procedure per UBC 1630: dr Seismic zone 3 Z = 0.300 Importance factor 1.000 System description: (Table 16-N) la. Wood structural panel walls... R 5.500 Numerical coefficient L20 2.800 Seismic force overstrength factor hp 17.000 feet Input C, from table 16-R: Input Nv from table 164 C„ 0.540 Nv Input Ca from table 16-Q: Ca 0.360 Calculate numerical coefficient CT: Building frame system: wood framed and an oast buildings CT 0.000976 For all structures, the value T'may be approximated from the following formula: T = Cr (hn)3f4 0.0082 sec. (30-8) The total design base shear shall be determined per UBC 1630.2: V=[(Cr*I)1(R*T)]xW= 12.02 W (304) The total design base shear need not exceed the following: V=(2.5*Ca*I)/R x W = 0.164 W (30-5) The total design base shear shall not be less than the following: V=0.11 * Ca * I x W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)/R (W)= 0.044 W Applying load combinations per UBC 1612.3.1: ( E 11.4 ) 0.164/1.4 =a AW- 111 -VA 1` .I Design factor for structure As per UBC 1630, seismic -factor may be further modified by Redundancy/reliability factor. heCK Olvtj US, Sefsv,-(c fh ea&7-ZD J- T Seisvh�c. -(jet: [�((ol(0) J- 1(412-(S),01 + 0v 601fl)].11�= .2F69/'�t7 ose S'ei.f�<< oc===p "&Som . wind 7J�, l _ �Zfz�, of�� f iz 0059) m ■ d(apP oam wird In o r'tl S o a t'tl, ' W►eZn rov6 lni'= ISS Qi vJ L Wi �3 1 ,Pz wl �QI wy w3 I Z WI Z i coo In 00 - CI 7 r C4 C4 :rrC4 tn�3 =C'2 (gr2�7-+ IZ,.0114 Cz= 3(u) .0113 (Z3. -Z, 03 4-1,9Z :4-,q; �,ZEK Ra. I• sZt Z,03 a -,y% LI,ZSK {z I = Z, Zr1 K 1 1 I dlap4 Q (s,M S•etj M;G eO,Sr/weST R =P,c= .83�, a(ap� Q ea Sr/ we s -r $ G -0�3rw �P' ,A, PZ. P► d � A Wn-: EvaCD16) + 1[2C),ol I't6V, 0g3'�i' IDS Pz, m(N).o(o(,((-4-); ,DS6K Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall schedule 1997 Uniform Building Code Job name Lytle Williams Mark Description 1 318" cdx plywood with 8d nails at 6',12" o.c. 2 318" cdx plywood with 8d nails at 4',12' o.c. , 3 3/8' cdx plywood with 8d nails at 3',12" o.c. , 4 112" cdx plywood with 10d nails at 6',12" o.c. 5 .112" cdx plywood with 10d nails at 4',12" o.c. , 6 112" cdx plywood with 10d nails at 3',12" o.c. , 7 518" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 518" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 518" T-1-11 plywood nailed with 8d nails at 3',12" o.c. 10 112" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7' o.c. max. HF DF 0.216 0.260 0.315 0.380 0.403 0.490 0.254 0.310 0.377 0.460 0.492 0.600 0.131 0.160 0.197 0.240 0.254 0.310 Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600pff, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plalie washers. Plywood joint and sill plate nailing shall be staggered in all cases. Wall line analysis ' Frank Glazewski - Architect Date 1907 Mangrove Avenue Suite E Chico, Califomia 95926 Tel(530)343-4630 Description Residence for L yfle Williams rLevel IMain Line 1,4 P lateral 2.290 kips Total wall length 9.000 feet Wall framing species oR earwal Description Mark v cap Side 1 5/8^ T-1-11 plywood nailed with 8d nails at 3^,12" ox- 9 0.310 kips/ft Side 2 114one 13 0.000 kips/ft ' Shearwall v 0.254 ki s/ft P Okl v allow — 0.310 kips/ft P If user -defined SW used; ' Description v allow 0.000 kips/ft Sill nailing ❑Applicable? 0.154 = 0.605 feet 16d sinker good for 0.154 kips/each .- 0.254 t6d$'rtat<t,s f� incto c at`SY Anchor bolts Q Applicable? ' Design v 0.254 kips/ft ❑ 3 x Sill plate? 0 Double andw bolts? 0.820 = 3.223 feet 0.254 112" dia good for 0.820 kips/each Applicable? Connector A35 • 0.450 kips/each Length of attachment 20.00 feet Design v 0.115 kipslft Connectors at rim joist to mudsill1cripple wall top plate [IApplicabie? v 0.254 kips/ft Page 1 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Residence for Lytle Williams Level Main Line 1,4 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc.. Wall Opening 12.29 0.12 Force 4.50 w 4:50 y 10.50 o d 10.50 y 0.617 4.50 w 4.50 y -0.617 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 . 0.000 0.000 Total lengths 9.00 10.50 Maximum collector force 0.617 kips 16d nail good for 0.115 kips/each Splice 5 16d nails Page 1 20 Stability details Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Residence for Lytle Williams Level Main Line 1,4 v 0.254 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Sbearwall Dead load trib. Lengths v — _ _ ° �3 E 8 8 Q �- p> Holdown (O a 4.5U iu.LS 1U.15 J.UU U.145 11.1 1.0 4.UU 2.77. 2.77 HTT1612-2x6 j Page 1 ZI Wall line analysis Frank Glazewski - Architect Date 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 3434630 Description Residence for Lytle Williams Level IMain Line P lateral 4.250 kips ' Total wall length 9.500 feet Wall framing species DR Shearwall 'Description Mark_ v cap Side 1 3/8" cdx -plywood with 8d nails at 3", 12" o.c. 3 0.490 kips/ft Side 2 INone Oe 13 0.000 kips/ft ' Shearwall v 0.447 kips/ft Oki — v allow 0.490 kips/ft P s/ft If user -defined SW used; Description v allow 0.000 kips/ft Ill nailing 21 Applicable? 0.154 = 0.344 feet 16d sinker good for 0.154 kips/each 0.447 =C4ficrrat[s t 4iYincto cSIG'� Anchor bolts Applicable? ' Design v kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? - 0.820 - 1.833 feet 0.447 1/2" dia. good for 10 0.820 kips/each Blocking/top p ate DApplicable? ' Connector IA35 ,w 0.450 kips/each Length of attachment 36.00 feet /J Design v 0.118 kips/ft N v" ' Connectors at nm joist to mudsillkripple wall top plate p Applicable? v 0.447 kips/ft 1 : Glna`rnaz�'` 5 � Page 1 2z Line geometry ' Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 343-4630 ' Shearwall summary - Line geometry Description Residence for Lytle Williams ' Level Main Line 22 V1 v1 V2 v2 V3 0 V4 v4 Segment Desc. Wall Opening 1-4.25ij 0.12 r ' IForce ' 11.75 0 11.75 y 7.00 0 7.00 y -1.387 9.50 w 9.50/ _ y -2.214 7.75 0 7.75 y 0.915 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 1 0.000 0.000 0.000 ' 0.000 0.000 ' ! 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 Total lengths 9.50 26.50 Maximum collector force 2.214 kips ' 16d nail good for 0.132 kips/each Splice 17 16d nails Page 1 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Residence for Lytle Williams Level Main Line 2.000 v Assembly dead loads: v Roof 0.014 ksf Floor 0.011 ksf Wall 0.010 ksf 7113 Stability details 0.447 ' kips/ft Design controlled by: Wind Dead load reduction factor: 0.667 Shearwall Dead load trib. Lengths cc L=C5g v v `g o w m> E Holdown w a U.ou U.uu y.uu n.Uu U.1 I4 38.3 . 5.Z 9.UU 3.86 3.86 MTf28B12-2x6 " Page 1 ' Zy Wall line analysis ' Frank Glazewski - Architect Date 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel (530) 343-4630 Description Residence for Lytle Williams ' Level iMain I Line 13 P lateral 4.250 kips ' Total wall length 11.000 feet Wall framing species HIF earwa l 'Description - Mark v cap Side 1 3/8^ ocbc plywood with 8d nails at 3^,12" o.c. 3 0.402 kips/ft Side 2 INone 13 0.000 kips/ft ' Shearwall v 0.386 kips/ft Oki _ v allow 0.402 kipslft If user -defined SW used; ' Description v allow 0.000 kips/ft nailing pApplicable? 'Sill 0.134 = 0.347 feet 16d sinker good for 0.134 kips/each 0.386 n�,�, ,� .'^�.}�Q;•/�(a 4��A1�� �� �"N,hT'f ' �NI'IVV'V Anchor bolts 2Applicable? ' Design v kips/ft ❑ 3 x Sill plate? Double anchor bolts? 0.730 = 1.889 feet 0.38P � 112" dia. good for N 0.730 kips/each Blocking/top plate pApplicable? ' Connector A3s • 0.450 kipsleach Length of attachment 36.00 feet Design v 0.118 kips/ft Nil I alConnectors at rim foist to mudsill cnpp a wall top plate Q Applicable? v 0.386 kips/ft Page 1 2� Line geometry ' Frank Glazewski - Architect 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel (530) 343-4630 ' Shearwall summary - Line geometry Description I Residence for Lytle Williams Level Main Line 0 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening •:4:25 0.12 -1--7 Force 7.00 0 7.00 y 11.00 w 11.00 0 y -0,838 17.50 0 17.50 y = 2.095 Total lengths 11.00 24.50 Maximum collector force 2.095 kips 16d nail good for 0.115 kips/each Splice 18 16d nails Page 1 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Residence for Lyd Crib. Lengths Level Main Line 3.000 Assembly dead loads: v Roof 0.014 ksf Floor 0.011 ksf Wall 0.010 ksf _ 7& Stability details Williams v 0.386 kips/ft Design controlled by: Wind Dead load reduction factor. 0.667 Fou iearwall Dead load Crib. Lengths cc :E_ v E o ca 11.UU y.UU UM b.UU b.UU U.14U Aj U IU.SU 3.U3 3.U3 H l l 1bl'L-LXV Page 1 V Wall line analysis ' Frank Glazewski - Architect Date 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel(530)343-4630 Description Residence for Lytle Williams Level Main Line P lateral 1.810 kips Total wall length 8.000 feet Wall framing species JHF Shearwall 'Description Mark v cap Side 1 15/8-T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 9 0.254 kips/ft ' Side 2 lNone 13 0.000 kips/ft Shea II v rvva 0.226 kips/ft Oki v allow 0.254 kips/ft . If user -defined SW used; ' Description v allow 0.000 kips/ft Sill nailing ❑Applicable? 0.134 = 0.592 feet 16d sinker good for 0.134 kips/each '� 0.226 ,,a1:6alnchesxac�a#S4fFt -fie: Anchor bolts PlApplicable? ' Design v 0.226 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.227 feet ' 0.226 112" dia. good for 0.730 i kips/each 8 ; ifrchesr t. ' Blocking/top plate Applicable? Connector I A35 Jw 0.450 kips/each Length of attachment 24.00 feet ' Design v 0.075 kips/ft- Connectors ipslftConnectors at rim joist to mudsill cripple wall top plate ❑ Applicable? v 0.226 kips/ft `135 sutcfte y_; Page 1 1 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Residence for Lytle Williams Level Main Line AQ V1 v1 V2 Q. V3 v3 V4 v4 Segment Desc. Wall Opening1.1".81'.] 0.08 Force 4.00 w 4 4.00 y 16.00 0 16.00 y 0.603 4.00 w Ue y - -0.603 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 8.00 16.00 Maximum collector force 0.603 kips 16d nail good for 0.115 kips/each Splice 5 16d nails Page 1 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Residence for Lytl trib. Lengths Level Main Line A Assembly dead loads: Roof 0.014 ksf Floor 0.011 ksf Wall 0.010 ksf V Stability details Williams v 0.226 kips/ft Design controlled by Wind - Dead load reduction factor. 0.667 Shearwall Dead load trib. Lengths c 8 o Holdown L i U- v o a I cc 4.UU 1Z.UU 1Z.UU Z.UU U.146 1U.9 U.6 S.SU Z.95 2.95 HTT1612-2xU- Page 1 so Wall line analysis Blocking/top plate pAppiicabie? ' Connector Ass • 0.450 kips/each Length of attachment 24.00 feet Design v 0.035 kips/ft ' Connectors at nm joist to mudsil cnpple wall top plate ❑ Appiicabie? °�t�� �tctres v 0.046 kipslft Page 1 ' Frank Glazewski - Architect Date 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel(530)343-4630 Description Residence for Lyde Williams ' Level IMain Line © P lateral 0.830 kips Total wall length 18.000 feet Wall framing species HF S earwal ' Description Mark v cap Side 1 1 5/8° T-1-11 plywood nailed with 8d naiis at 6^,12^ o.c. 7 0.131 kips/ft Side 2 INone 7!5 13 0.000 kips/ft Shearwall v 0.046 kips/ft OkI v allow 0.131 kips/ft If user -defined SW used; ' Description v allow 0.000 kips/ft Sill nailing [:1 Applicable? 0.134 = 2.906 feet 16d sinker good for.134 kips/each ffil0.046 t6irtarTsa ,_ ', inches�BE 5 Anchor bolts Q Applicable? ' Design v_ 0.046 kips/ft . ❑ 3 x sill plate? ❑ Double ana,or bats? 0.730 15.831 feet 0.046 112" dia good for. 0.730 ki s/each _ RM Blocking/top plate pAppiicabie? ' Connector Ass • 0.450 kips/each Length of attachment 24.00 feet Design v 0.035 kips/ft ' Connectors at nm joist to mudsil cnpple wall top plate ❑ Appiicabie? °�t�� �tctres v 0.046 kipslft Page 1 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Residence for Lytle Williams Level Main Line V1 v1 V2 v2 V3 0 V4 0 Segment Desc. Wall Opening 0.83, 0.03 Force 18.00 w 18.00 if y 3.00 0 3.00 y 0.208 3.00 0 3.00 y _ 0.104 0.000 0.000 0.000. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 18.00 6.00 Maximum collector force 0.208 kips 16d nail good for 0.115 kips/each Splice 4 16d nails Page 1 3( Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Residence for Lytle Williams crib. Lengths Level Main Line © v Assembly dead loads: Roof 0.014 ksf Floor 0.011 ksf Wall 0.010 ksf 32- Frank z Stability details 0.046 kips/ft Design controlled by:' Wind Dead load reduction factor: 0.667 Shearwall Dead load crib. Lengths L cc 8 G NQ z Y C Y Q Holdown I?J.UU ?J.UU ?J.UU t.UU U.1 Id b.b 1U2 1 /.5U -U.35 -U.35 No ties required; Page 1 Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Description Residence for Lytle VWliams Level Main I Line © P lateral 0.830 kips Total wall length 6.330 feet Wall framing species I HF 1-1 Shearwall Description = Mark v cap Side 1 5/8^ T-1-11 plywood nailed with sd rails at 6°,12° o.c. 7 0.131 kips/ft Side 2 114one 13 0.000 kips/ft Shearwall v 0.131 kips/ft Oki mallow 0.131 kips/ft If user -defined SW used; Description v allow 0.000 kipslft Sill nailing ElApplicable? 0.134 = 1.022 feet 16d sinker good for 0.134 kips/each ' 0.1312 k �x 1:6drriails�at'�F`s .7��r �irrcttek�:af.�SW�a�` Anchor bots p Applicable? Design v 0.131 kips/ft ❑ 3 x Sill plate? ❑ Double and" boas? 0.730 = 5.567 feet 0.131 1/21 dia. good for 0.730 kips/each- ips/eachBlocking Blocking/top top plate pApplicable? Connector A35 0.450 kips/each Length of attachment 24.00 feet Design v 0.035 kipslft Connectors at rim joist to mudsill cripple wall top plate ❑ Applicable? v 0.131 kips/ft AS —NET"i.Cii6 finctiesa�c ; ' - •L£u.:G.:..L11S "�"w..lYn.Lau.:i5:w4 'ate+.evs'�: IIA�6'Gti ia}a.i^S:.l 33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Shearwall summary - Line geometry Description Residence for Lytle Williams Level Main Line V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 110-.8110.03 Force 4.00 0 4.00 y 8.00 0 8.00 y -0.139 6.33 w 6.33/ y -0.418 3.00 0 -L 3.00 y 0.192 2.50 0 2.50.,. y 0.087 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 6.33 17.50 Maximum collector force 0.418 kips 16d nail good for 0.115 kips/each Splice 4 16d nails Page 1 �V Stability details Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Residence for Lytle Williams Level Main Line © v 0.131 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.900 Shearwall Dead load trib. Lengths !✓ 8 z. N x n E (DHoldown a CC 6.33 8.00 8.00 7.00 0.178 6.64 3.21 5.83 0.64 Page 1 3.5' 0.4 LTT20B/2-2x6 I-7570 v 0.247 kipslft R35 ate `RO mct>o 'f"� Page 1 Wall line analysis Frank Glazewski - Architect Date 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel(530)343-4630 Description Residence for Lytle Williams Level IMain LineD 0 P lateral 1.81 1 kips ' Total wall length 7.340 feet Wall framing species jHF earwal Description = Mark v cap Side 1- 15/8-T-1-11 plywood nailed with 8d nails at 3",12° o.c. 9 0.254 kips/ft Side 2' None - 1 13 0.000 kips/ft Shearwall v 0.247 kips/ft Okl - v allow 0.254 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑Applicable? 0.134 = 0.543 feet 16d sinker good for 0.134 kips/each 0.247 } NOL Anchor bolts Q Applicable? ' Design v 0.247 kipslft ❑ 3 x sin plate? ❑ Double andw bob? 0.730 = 2.960 feet 0.247 ( 1/2" dia. good for 32 � 0.730 kips/each k Blocking top plate Applicable? Connector JA3s 0.450 kips/each Length of attachment 24.00 feet ' Design v 0.075 kipslft -- ( 'a 'afe�nv :iidalnv:ax:J:e:u1.m .:utu2. ti!!"eWc.d6..' Connectors at nm joist to mudsll cripple wall top plate pApplicable? v 0.247 kipslft R35 ate `RO mct>o 'f"� Page 1 3� Line geometry Frank Glazewski - Architect 1907 Mangrove Avenue Suite E. Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Residence for Lytle Williams Level Main Line D V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall,, Opening :1`:8:1;. 0.08 _ : Force 3.67 w 3.67 y 16.67 0 1 16.67 y 0.628 3.67 w d 3.67 y -0.628 _ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 7.34 16.67 Maximum collector force 0.628 kips 16d nail good for 0.115 kips/each Splice 5 16d nails Page 1 Stability details Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Residence for Lytle Williams Level Main Line OD v 0.247 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.900 Shearwall Dead load trib. Lengths �' 8 a' m `° 8 8 z p -- 8 m a m Holdown (n_ o$ a 3.b/ 11.t93 11.dj 1.UU U. 14b 1U./ U.9 3.1/ 3.13 3.13 HTT1biZ-ZXb 0 Page 1 r • LY -r L.e WAm s CONC_RW 11:53 AM ------------------------------------------------------------------------ Rev 10-12-98 Concrete retaining wall 4/29/02 Description >>Typical retaining wall ------------------------------GENERAL DATA -----------------------=------ Wall type > 2 1 => Supported 2 => Cantilevered Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110 kcf --------------------LOADING-------------/-- g AF3Ch, ---- SFO Wdl minimum > .000 kips/ft V Wdl + Wll maximum > .656 v kips/ftROBERT B. Equivalent fluid pressure > .030 kcf N Sloping backfill surcharge > .000 kcf Total EFP > .030 kcf C9192 Surcharge Distance Surcharge cnj� REN.3-31-03 P Comment to wall heightOF CA��FO 2.000 Vehicle 3.000 .505 feet Input surcharge height > .000 feet Uniform lateral load > .000 ksf Seismic/wind w lateral at top of wall > .015 k/ft w lateral at bottom of wall > .180 k/ft w lateral at bottom of footing > .210 k/ft t -----------------------ALLOWABLE DESIGN STRESSES ------------------------ ***Soil*** Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 2.500 Allowable passive (horiz.)>. .150 ksf/ft depth .300 Lateral sliding coeff. > .250 FO/V --- Concrete--- f 'c IV /2& ) 0%' > 2.500 ksi fy > 40.000 ksi 1 SUM Es > 29000000psi m > 18.824 60ILDING DEPARTMI--W APPROVGa -------------------------------WALL DATA-------------- Cantilevered wall may use varying thickness segments 910 Z • " Segment wdl Actual t Actual d Max. d 1 .000 to 5.500 .550 8.000 4.000 5.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Segment b*d"2 M Factor Mu Mn As 1 192.000 1.061 1.700 1.804 2.004 .206 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 i ----------------------------WALL REINFORCING ---------------------------- Segment 1 Horiz. As min. > .240 in -2 Vert. As min. > .144 in -2 Calculated As > .206 in -2 Vertical Horizontal #4 at 11 in. o.c. #4 at 9 in. o.c. #5 at 17 in. o.c. #5 at 15 in. o.c. #6 at 18 in. o.c. #6 at 1.8 in. o.c. #7 at 18 in. o.c. #7 at 18 in. o.c. #8 at 18 in. o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .000 in -2 Vert. As min. > .000 in -2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in -2 Vert. As min. > .000 in -2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o;c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ------------------------------ Toe length > 1.165 feet Safety factor > 1.894 Heel length > 1.168 feet Soil pressure > 1.486 Minimum footing length > .000 feet Actual footing length (L) > 3.000 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > y Overturning moment (OTM) > 1.693 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 1.498 feet .000 ft -kips Wdl+Wll .656 kips 1.498 feet .983 ft -kips Segment 1 .550 kips 1.498 feet .824 ft -kips Segment 2 .000 kips 1.498 feet .000 ft -kips Segment 3 .000 kips 1.498 feet .000 ft -kips Soil .707 kips 2.416 feet 1.708 ft -kips Ftg .450 ------------------------------------------------------------------------ kips 1.500 feet .675 ft -kips EWdl min> 1.707 kips EMdl min> 3.207 ft -kips EWdl+Wll> 2.363 kips EMdl+Mll> 4.190 ft -kips Check safety factor against overturning: EMdl min./OTM > 1.894 > 1.5 <OK> Eccentricity (e) > .443 feet <A/2-(EM-OTM/EW)> L/6 > .500 feet L' > 3.170 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.486 ksf <EWtl/A + 6*Wtl.*e/A"2> Minimum soil pressure > .089 ksf. Mbase > .646 ft-kips/ft ---------------------=------HEEL/TOE DESIGN ----------------------------- Heel design ------------------------------------ ----------------------------------- Reinforcing Heel length > 1.168 feet #4 at 48 in. o.c. M > .413 ft -kips #5 at 48 in. o.c. d > 8.000 inches #6 at 48 in. o.c. As min. > .039 in -2#7 at 48 in. o.c. 1. #8 at 48 in. o.c. Toe design Toe length > 1.165 feet Max soil pressure> 1.486 ksf At face of wall > .940 ksf. M max. > .885 ft -kips d > 8.000 inches As min. > .084 in -2 ------------------------------------ ----------------------------------- Reinforcing #4 at 28 in. o.c. #5 at 43 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. -------------------LONGITUDINAL FOOTING -REINFORCEMENT ------------------- As OOTING REINFORCEMENT ------------------- As required = Area * .002 As min. > .864 in -2 N I 5 #4 bars 3 #5 bars 2 #6 bars 2 #7 bars 2 #8 bars N -----------------------------LATERAL SLIDING--------7------------------- Rt > .000 kips/ft Rb > .732 kips/ft Calculate Wdl * friction coefficient: Lateral sliding resistance > .427 kips/ft For class 5 soils: Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .150 Consider footing for passive resistance? y Lateral passive pressure provided > .075 kips/ft ------------------------------------------------------ Net resistance provided by footing only > .502 kips/ft Concrete slab at base of wall ? > y Full restraint? > y Thickness > 4.000 inches Width of slab > 24.000 feet Resistance provided by slab > .300 .kips/ft ------------------------------------------------------ Total resistance > .802 kips/ft Factor of safety ksf/ft depth <Footing only <Footing only> > 1.095 No good! Shear key required! Shear key must provide additional > .297 kips lateral resistance Calculate equivalent depth of key.based on overburden: Bearing pressure (p) / soil weight s Equivalent depth of shear key > 5.172 feet <Maximum 151> Allowable passive pressure > .776 ksf <at base of key> Allowable passive pressure > .838 ksf <at bottom of key> Shear key required depth > 5.000 inches Shear key moment > .071 ft -kips Shear key thickness > 8.000 inches d > 4.000 inches As min. > .013 in -2 #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ------------------------------------------------------------------------ S11331 -IS 001. t'K`e S133HS 0UL Zbl-GG S13314S 05 LK -E-6 N A 0 PaCt . ;PJay . C1 o o � f (v S11331 -IS 001. t'K`e S133HS 0UL Zbl-GG S13314S 05 LK -E-6 N A 0 PaCt . ;PJay . C1 o o � In (v N S I S11331 -IS 001. t'K`e S133HS 0UL Zbl-GG S13314S 05 LK -E-6 N A 0 PaCt . ;PJay . C1 i APc\ Oil - 03c) —03o 1GR�s I� �,rSRck FiE� `� � • CrjU! -Ro�b5rz ZfX3Z 6Cv � zo Ex S -n Rome- iNG DIVISION - BUILDING PLAN APPROVAL too ET Use: ' 1® Date: s' A J-0!7 f Parlvng: — Landsea�ing: -- Other.. Signature: 137S-7 IW,E 1Q0 P0 _�. [►..,G �.: ;. „.::::" ... _._��. _. __.. --_--_ sol4y:16,rn,9s4fazo176rr6,.426zo;1+►:�" v. ' N O G O N S T R U C Til O_N—I-N— NOTE SITE CONDITIONS EASEMENT ALL PORTIONS OF STRUCTURE TO BE ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE OUT OF EASEMENT---- INCLUDING CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED FOOTINGS, FOUNDATIONS, WALLS, PLANS: EAVES & ROOF EXCESSIVEXCESSIVE SLOPES • EXE SOILS CESSIV • E CUTS OR FILLS , - • ALTERATIONS TO NATURAL DRAINAGE ` • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS t ,I i r,'�.yrk...wti.na.l�M�r.'f3r'+lvs7wr..8xM1+ft"Yv�`f�1F��+.Mt�.'rlhlR'M`,:'..a;'""�w3 �.� ..,.�n.. .. �1.►eu*M,'n'�f },si.. ...a+ naq.. Aid iiv 1 f INDEX TO DRAWINGS Sheet No. Title & Description SD -1 SITE PLAN A-1 FLOOR PLAN, NOTES, ENERGY FORMS A-2 EXTERIOR ELEVATIONS, ROOF PLAN S-1 STRUCTURAL NOTES, NAILING SCHEDULE S-2 FOUNDATION PLAN S-3 SECTION, FRAMING PLANS, DETAILS S-4 SECTION, SHEAR PLAN, DETAILS M-1 HEATING & AIR CONDITIONING PLAN REVISION$ : -C r v FD p O W 4' OR -- 847, 76' "EX (STG • � -(RAE 5 CzYr•) Environmental Health OCT - 12001 Chico, California _PLOT PLAN 1 SCALE: 1" - 40' — 0" oc O N O . Q a t— T -- J.M 1 z J U W '� � j V o \ W V Ev nj _ — V L0 °• E m -C r v FD p O W 4' OR -- 847, 76' "EX (STG • � -(RAE 5 CzYr•) Environmental Health OCT - 12001 Chico, California _PLOT PLAN 1 SCALE: 1" - 40' — 0" IflATE : �.r.1..: MA(Zok 'zoos SHEET NO. D 0�I oc O u. . Q a v J.M z J 0 _ � � j V W W V o F- nj _ — V V IflATE : �.r.1..: MA(Zok 'zoos SHEET NO. D 0�I 24 0 KITCHEN-ATTIC__.__PI _A._ _14-11. 1/40 = V- 0" 5C.50 Fix IM Environmental Health 0 C T - 12001 Chico, California 80 so F/Xez GENERAL CONSTRUCTION NOTES: LYTLE WILLIAMS RESIDENCE 1. Weather-strip exterior doors. 2. Caulk all exterior door & window frames at installation. 3. Caulk and seal all joints & penetrations of building envelope to prevent Infiltration. 4. Windows and glass doors shall be wood or vinyl frame, dual pane, with low a glass and minimum U = 01D and shading coefficient of 0.30. Windows and glass doors shall be labeled with certified U value and Infiltration certification. 5. Insulation shall meet C.E.C. quality standards. Minimum R - values shall be as follows: Exterior Wails = R- 2S Ceilings = R-30 Floors = R- SO Bathroom Wails = R-13 6. Furnace unit shall be certified by C.E.C., shall be L.P. or Natural Gas fired, pilot -less, and shall have a minimum A.F.U.E. of 92%. 7. Air conditioning unit shall be certified by C.E.C., and have a minimum S.E.E.R. of 1#.0. a. Ducts shall be under -floor and shall have a minimum insulation of R-4.2. Ducts shall be Installed In accordance with 1998 California Mechanical Code requirements. 9. Thermostat shall be programmable type with setback controls. 10. Water heater shall be gas, storage type and shall be certified by C.E.C. 11. Insulate all hot water piping, and first five feet of cold water piping at water heater. 12. Shower heads and interior plumbing fittings shall be certified low flow' by C.E.C. 13. Provide back -draft dampers at all exhaust fans. 14. All gas appliances shall be'pilot-less'. 15. Install fluorescent lighting fixtures in kitchen and rooms containing water closets. 16. Wrap � rexterior of dwelling with EK H SEWR,AP. t7, fz� Cvtlerr►1st i'Wk die CA4SSCeS "f•I kt cjort-J /bo 'ter GoNC PAT Id oP iY E "� y PAS Iy 304o oAsc, U w�{� 8050 sc�G, S(aOG, G I F 3C�4�0 5 �5v Co t- WFVT r \� •;�,-'�C�£�c�fl 6'�n'i5 IIbO E-"._..._�--..._... I G I `N t�v /5'ox 19 o V CM �• 1/4 ULTmC15IL14& ' +o !' I Q� I Z�X,�If ccEss ,a�oti ++ �.! Co _ - MA619A. p TO rATrl i1 9 N I E Tl4M f 2 Rt) G�� i„ W y W y h � „ _PAIN 3 -Co �' < 2 �> II N�F1� a GL SS �l/LEsPl�tC6 \ C� s V !i p O I ILEI! of prsTrscroii ! / k & 1?J A.MAN AGN t SAN Ll T + n /B W�I 3 P / `I I +tdvtr-)� COM!'.ac.IS rod At1L. ►NTA( J / V 0 .10 FLUL4� � I 14 ( ` o j -/ \ / PltownE Ota GAC.lu 7 N V ce .> - 20 r �K/ Date lire Z2"n 3G" RCCESS i 146ATEAL 1N UN �L Poon. o TT e �A�TH 2 �3o V. s�eE _ _ sPA4Es' SES oft% M l 1 o o T A - v Z !i y %h ` Q r+ C E 4h� 61 t s WP Ov w1prOtiYEri. , DISNW�S '�pE3SG fel 7V . Ts/0r ON G ,� GUI 4 ccs ss IIT► »Y "Ov= I� 44 ofZGN 5A, 1)1 goNNEL1 �n 3 l Zrn 2- to v 0 58V, ' ►rkW Imo50, fA, l � SING, 50 G O SL oc". Fad- HIVA-G LWN:TA. "-C& 11 � IE7� �►r 2 ,Orr AMI?- i4CA-rEA. NDTE: ' ++ 1. 1'/ZOV l D Cs PKES5U2E TEMPE/�A 7-tJ/t6 b -o /qEC./� VAI- VE 0 ^015 Zb CVrf106 26 5771AP TA/V1c 7a WAt-4- S" r'U0S 1VEA1L- 7UN 41 aorrcw ao- 7-AAx- 45-6to I ls'C'+ 24Lo' � a FLOOR PLAN SCALE;-, 1/4" 1824 SO. FTs L14 0 a nmsms : b OO AL C...a.aG..a..aC.0........all..... a Page CERTIFICATE' OF COMPLIANCE: RESIDENTIAL Pae 1 CF_1R ...aa....a.........................n......a..� 911 • ., CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-iR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ..............Baa-..-.a.a..a-.....-a.-..-a..................................... Project Title.......... LYTLI WILLIAMS Date..09/12/01 09:54:00 ...............0.......................a..a.....a..saa-.a-..-....a.asa-a..-aa .............................. .......... a...................................... Pro ect Title.......... LYTLE WILL1M1S. Date..09/12/01 09:54:00 ......................... ..a-a-----.--a.-.--.a.a.------.i.-------am...........i � G Project Title.......... LYTLE WILLIAMS Date. .09/12/01 09:54:00 Project Title.......... LYTLE WILLIAMS Date..09/12/01 09:54:00 Project Address........ Centerville Road +*•*:•* --------------------- � MICROPAS6 v6.01 File-LYTLIW Nth-CTZllS92 Program -FORM CF-1R i� c °- ...a................. .... ......... a................. a a......................... .......a.......................a...........a......aa........................... Chico, G *v6.01* := mQ d' User#-MP1902 User -Robert B. Keaton Architec Run -Lytle Williams Residence MICROPAS6 v6.01 file-LYTLIN Nth-CTZ11S92 Program -FORM CF -IR MICROPAS6 v6.01 File-LYTLIW Wth-CTZ11S92 Program -FORM CF -1R I Documentation Author... Robert i. Beaton ******* Building Permit # 0 N V --------------------------------------------------- y------------------------- CA � (-User#-MP1902 User -Robert S. Heaton Architec Run -Lytle Williams Residence I I User#-MP1902 User -Robert I. Heaton Architec Run -Lytle Williams Residence Robert1. Seaton Architect --------------------------------------------------------------------------- ------------------------------------------------------------------------------- 4284 Reith Lane Plan Check Date FENESTRATION Chico, G 95973 ------------ SPECIAL FEATURES AND MODELING ASSUMPTIONS COMPLIANCE STATEMENT 530-343-8038 Field Check Date Over-- ---------------------------------------- -------------------- Climate Zone........... 11 --------------------- i Area U- Interior Exterior hang/ I This certificate of compliance lists the building features and performance Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Inercomp, Inc. ! Orientation (of) Factor SHGC Shading Shading Fins This building incorporates Ducts in a Crawlspace or Basement Location. specifications needed to comply with Title -24, Parts 1 and i of the to ..............a............-.--..-a.-..-..-.-----.--.a.-----.------.---.--.-. -------------------- ----- ------ ----------------------------------- ----- All supply registers must be within 2 ft of floor. I California Code of Regulations, and the administrative regulations individual vi.01 File-LYTLEN Nth-CTZ11S92 Program -FORM CF -IR Window Back (W) 40.0 0.350 0.300 Standard Standard Yes implement them. This certificate has been signed by the with IMICROPAS6 I User#-Ml1902 User -Robert i. Heaton Architec Run -Lytle Williams Residence--- Window sack (N) 12.0 0.350 0.300 Standard Standard Yes MS REQUIRED VERIFICATION overall design responsibility. When this certificate of compliance is be built in multiple orientations, -- -------------------------------------------------------------------- Window Back (W) 40.0 0.350 0.300 Standard Standard None -------------------------- submitted for a single building iplan to Window Back (W) 28.0 0.400 0.350 Standard Standard None **+ Items in this section rewire field testing and/or *** any shading feature that is varied is indicated in the Special Features GENERAL INFORMATION Window Back (W) 40.0 0.350 0.300 Standard Standard 28.0 0.400 0.350 Standard Standard None None *** verification by a certified home energy rater under **+ *** the supervision CIC -approved HERS *++ Modeling Assumptions section. Conditioned Floor Area..... 1824 of Window Back (W) Window Back (W) 12.0 0.350 0.300 Standard Standard Yes of a provider using *** CIC approved testing and/or verification methods.and *** DESIGNER or OWNER DOCUMENTATION AUTHOR Building Type ... .......... Single Family Detached Window Back (N) 40.0 0.350 0.300 Standard Standard Yes *** must be reported an the CF -6R installation certificate. *+* Construction Type ......... New Door Right (N) 40.0 0.400 0.350 Standard Standard Yes Name.... Robert B. Heaton Name.... Robert S. Heaton Building Front Orientation. Front Facing 90 deg (s) Window Right (N) 25.0 0.350 0.300 Standard Standard None This building incorporates non-standard Duct Location. Company. Architect Company. Robert S. Heaton Architect Number of Dwelling Units... 1 Window Right (N) 25.0 0.350 0.300 Standard Standard None Address. 2044 Palm Avenue Address. 4284 Reith Lane Number of Stories.......... 1 This building incorporates Ducts in a Crawlspace or Basement Location. The Chico, G 95926-2356 Chico, G 95973 Floor Construction Type.... Raised Floor RVAC SYSTEMS local enforcement agency may waive HERS verification for these locations. !hone... (530) 343-8038 !hone... 530-343-8038 GlazingPercentage......... 29.6 t of floor area ------------ j License. - 19 Average Glazing U -factor... 0.37 Btu/hr-sf-F Average Glazing SHGC....... 0.32 Refrigerant Tested ACG Equipment Minimum Charge REMARKS / � 0% Average Ceiling Beight...:. ft and Duct Duct Duct Manual Efficiency Thermostat ---- _-- Signed.. Sign i (date) 12.5 Type Airflow Location R -value Leakage D Type (date) BUILDING SHILL INSULATION ------------ ------------ --- -- ----------- -------------- ------ Furnace 0.920 AFUE n/a Crawlspace. R-4.2 No No ---------- Setback INFORCEMENT AGINCY ACSplit 14.00 SEER No Crawlspace R-4.2 No No Setback Component Frame Cavity Sheathing Total Assembly Name.. Type Type R -value R -value R -value U -factor Location/Comments------ WATER HEATING SYSTEMS Title..... ------------------- -------- -------- ------- ------- ----------------- Wall Wood R-21 R-4 R-25 0.046 --------------------- Number Tank External Agency.. RoofRadiant Wood R-11 R-19 R-30 0.031 Attic in Energy Size Insulation !hone... Door None R-0 R-0 R-0 0.330 Solid Wood Tank Type Heater Type Distribution Type System Factor (gal) R -value Floor Wood R-30 R-0 R-30 0.028 ------e----- -------- ----------- ------------ ------ -------- ------ ---------- Signed.. Storage Gas Standard 1 0.58 40 R- n/a (date) FENESTRATION ------------ SIPECIAL FEATURES AND MODELING ASSUMPTIONS Over - Area U- Interior Exterior hang/ *** Items in this section should be documented on the plans, *** Orientation (of) Factor SHGC Shading Shading Fins *** installed to manufacturer and CEC specifications, and *** -------------------- ----- ------ ----------------------------------- Window Front (E) 12.0 0.350 0.300 Standard standard ----- Yes *** verified during plan check and field inspection. *** Window Front (E) 25.0 0.350 0.300 Standard Standard None This building incorporates a Housewrap/Air Infiltration Retarder. Window Front (E) 25.0 0.350 0.300 Standard Standard None Window Front (E) 16.0 0.400 0.350 Standard Standard None This building incorporates a Radiant Barrier. The radiant barrier must have Window Front (E) 16.0 0.400 0.350 Standard Standard None an emissivity less than or equal to 0.05, must be installed to cover the Window Front (E) 12.0 0.350 0.300 standard Standard Window Yes roof trusses, rafters, gable end walls and other vertical attic surfaces, Left (S) 14.0 0.350 0.300 Standard standard Yes and must meet attic ventilation criteria. Window Left (S) 25.0 0.350 0.300 Standard Standard None Window Left (S) 25.0 0.350 0.300 standard Standard None This building incorporates non-standard Duct Location. Door Left (S)• 40.0 0.400 0.350 Standard Standard Yes 24 0 KITCHEN-ATTIC__.__PI _A._ _14-11. 1/40 = V- 0" 5C.50 Fix IM Environmental Health 0 C T - 12001 Chico, California 80 so F/Xez GENERAL CONSTRUCTION NOTES: LYTLE WILLIAMS RESIDENCE 1. Weather-strip exterior doors. 2. Caulk all exterior door & window frames at installation. 3. Caulk and seal all joints & penetrations of building envelope to prevent Infiltration. 4. Windows and glass doors shall be wood or vinyl frame, dual pane, with low a glass and minimum U = 01D and shading coefficient of 0.30. Windows and glass doors shall be labeled with certified U value and Infiltration certification. 5. Insulation shall meet C.E.C. quality standards. Minimum R - values shall be as follows: Exterior Wails = R- 2S Ceilings = R-30 Floors = R- SO Bathroom Wails = R-13 6. Furnace unit shall be certified by C.E.C., shall be L.P. or Natural Gas fired, pilot -less, and shall have a minimum A.F.U.E. of 92%. 7. Air conditioning unit shall be certified by C.E.C., and have a minimum S.E.E.R. of 1#.0. a. Ducts shall be under -floor and shall have a minimum insulation of R-4.2. Ducts shall be Installed In accordance with 1998 California Mechanical Code requirements. 9. Thermostat shall be programmable type with setback controls. 10. Water heater shall be gas, storage type and shall be certified by C.E.C. 11. Insulate all hot water piping, and first five feet of cold water piping at water heater. 12. Shower heads and interior plumbing fittings shall be certified low flow' by C.E.C. 13. Provide back -draft dampers at all exhaust fans. 14. All gas appliances shall be'pilot-less'. 15. Install fluorescent lighting fixtures in kitchen and rooms containing water closets. 16. Wrap � rexterior of dwelling with EK H SEWR,AP. t7, fz� Cvtlerr►1st i'Wk die CA4SSCeS "f•I kt cjort-J /bo 'ter GoNC PAT Id oP iY E "� y PAS Iy 304o oAsc, U w�{� 8050 sc�G, S(aOG, G I F 3C�4�0 5 �5v Co t- WFVT r \� •;�,-'�C�£�c�fl 6'�n'i5 IIbO E-"._..._�--..._... I G I `N t�v /5'ox 19 o V CM �• 1/4 ULTmC15IL14& ' +o !' I Q� I Z�X,�If ccEss ,a�oti ++ �.! 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WILLIAMSI !Dato..01 08 OZ . .....:;:`LYTLB LLIAMB H / roe_ DENCE" , P ct Addroae .. r : RESI Cea 12 ... tervi ■ Ros Chico :G v6:01 _ d..DOnttios Author.'— 'Robert B Heaton krelmitect f111f • f Building 9 Permit I P1es7 Check ,Date>' AZ84 Keith Lase -T- 1 - _Chico G L 95973.' s. . r. = 4 - 3 � Field Check/ -Date. _ 530. 3, 8D 0 cls t , 2 ' ii MS . LYTLE, - LLIA COMPLIANCE STATEMENT TION .. , _ _ _ _ PBNB$TRA - : zes and erlortoan C. _ (sato h build P ... _ _an lista e ; compliance co ata. t ti state o! 9 _ cord otpp _-._ .This doors. , , rio rd 00 . )ver- i exte er r , er-st she ` Bath � . .: ! W 6 0 o comply with Title -24, e Z4 Parts 1 and 1., p_. . needed t x ions s cilic■t o� Y ,: - , - L Pe _ r or 0'4 Exterior hen Interior / /, o Area tl ae t t10 V A _, 9 0 installation. sats td 1 gu S s _ re at I _: iv n n�etr\t fa e5 ' ams _ . Window f Regulations, "and the . a r& W n m of Ro o riot door :. _ . California■ litorui Sul all Ca 6u lx --8s:adia Fie Z _ Ca I k or 6R3_ shad n h- ' t t 9 9u u with i � IO . Orientation, 9 ivid el at ! > h ind � Infi t n ed time e 1 certificate prevent _: ., .., This by � t10 Thi signed 0 implement envelope p i _ In e unding - � b P8 - 0 S Or e i nt tin _ 0 . s & ra (sante II joints a seal a ! cats o! I end Pe hie'certi i Cao k ibilit ' xlt k 3 A �p ' Ia ma a ............., Compliance ■-b Ba rc Inc, ienca e 6 2001,Standards e n Method.. ...::MYCROPA8 v6.01 for 8 o� . Ninslox Right ,Z5.0 9 ! N 1 _ 0-350 -0 300 sc andard ._ .. s an t da rd : overall deei see a Y,. ea; ,, 90 _ . pao 1 Aa to 1 e- _. _ . in'multi le or 3entat on be but It le li din D1 P or in b < ubmishad ! a 9 e s. a -urea - c sal 8a t Sa the ' `. A _ lass an Wlth 10 w. .. U al n e 9 ., d _� Lf _ _ice Vln fame _ . Of ,_ al b@'WGOd _... t 1 ass.. doors s I Y do ws n h WI 9 n 1 be;' ',. r Mhadin Y r FORM cP 1 Program -FORM CRO A8 v6 D1: la CTZ 8 Z -Psr 4 _ File-',Hth 11 9 R ` RVAG BY8TID18 r, tied itindicated_ is v\ Pe .. _ to re Haatd00 in !ea.aSS 9_ shading _, n rh ad y s tion. o s tc Assumptions Model is Ate OWS an rS shal _ Windows 9_. ce 0.30 ccefft f d S h - 0 � n � ' � - U 9 _ m In 1 m um , r tori 6 r I Veo MP = le WilliamsResidence 1 0 S. L t ams e\i ce rN 9 Z Vaer Robert Heaton Run Y, , i` iamun Equipment Min _ Tatted _ Duct. : ncG_ Mcnu al . '' Thoraroet et, Dr. uMserrA T10 71tlTft o n _ 9 or _..._ :_ DB ,.GNBR _ cert( Ca t{0 n:. tlo _ _d nliltla n vdlUe and rtl ed _ . Ikh c e fi abs ! ed _. I w al as f o IloWs. IU S 1 values h V d r' a� hmca Type TYP _ _ Efficiency, R! cY_ w v lue Airflow Location R a ` Ai ! I _ r . e _ _ : r _e `: 5. um ,R . Minim ds _ dar .M standar C. E, .. u a( n , shall quality al meet (' L i SU latl On p. n GSNBRAL INFORMATION, - c r T�Sf , F 1R F NST R CTIO N NO . _ C CCj Page E r P N R� 'CERTIFICATE 1R OF : Pagel 1 - C �i— COMPL r RESIDENTIAL CF -IR HNTIAL RESIDENTIAL CB R88 IAL 9 9 1 F COMPL IANCB _ CERTIFICATE 0 . -`ri T, .' CBR 7 Z R CF 1 1. iOBNTIAL 4 Y COMPLIANCE.. R88 9_ 09sA CERTIFICATE 2 7 CA OF, 0 0 B ILL Date .0 1 0 L' Pr Project Titl -'"LYTL WILLIAMS slate ° 01 00 02" i ' _ .. 44 7 cWILLIAMS'/ 09 t i Project Title- ....b LYTLE �, Project, , Title.... WILLIAMSI !Dato..01 08 OZ . .....:;:`LYTLB LLIAMB H / roe_ DENCE" , P ct Addroae .. r : RESI Cea 12 ... tervi ■ Ros Chico :G v6:01 _ d..DOnttios Author.'— 'Robert B Heaton krelmitect f111f • f Building 9 Permit I P1es7 Check ,Date>' AZ84 Keith Lase -T- 1 - _Chico G L 95973.' s. . r. = 4 - 3 � Field Check/ -Date. _ 530. 3, 8D 0 cls t , 2 ' ii MS . LYTLE, - LLIA COMPLIANCE STATEMENT TION .. , _ _ _ _ PBNB$TRA - : zes and erlortoan C. _ (sato h build P ... _ _an lista e ; compliance co ata. t ti state o! 9 _ cord otpp _-._ .This doors. , , rio rd 00 . )ver- i exte er r , er-st she ` Bath � . .: ! W 6 0 o comply with Title -24, e Z4 Parts 1 and 1., p_. . needed t x ions s cilic■t o� Y ,: - , - L Pe _ r or 0'4 Exterior hen Interior / /, o Area tl ae t t10 V A _, 9 0 installation. sats td 1 gu S s _ re at I _: iv n n�etr\t fa e5 ' ams _ . Window f Regulations, "and the . a r& W n m of Ro o riot door :. _ . California■ litorui Sul all Ca 6u lx --8s:adia Fie Z _ Ca I k or 6R3_ shad n h- ' t t 9 9u u with i � IO . Orientation, 9 ivid el at ! > h ind � Infi t n ed time e 1 certificate prevent _: ., .., This by � t10 Thi signed 0 implement envelope p i _ In e unding - � b P8 - 0 S Or e i nt tin _ 0 . s & ra (sante II joints a seal a ! cats o! I end Pe hie'certi i Cao k ibilit ' xlt k 3 A �p ' Ia ma a ............., Compliance ■-b Ba rc Inc, ienca e 6 2001,Standards e n Method.. ...::MYCROPA8 v6.01 for 8 o� . Ninslox Right ,Z5.0 9 ! N 1 _ 0-350 -0 300 sc andard ._ .. s an t da rd None overall deei see a Y,. ea; ,, 90 _ . pao 1 Aa to 1 e- _. _ . in'multi le or 3entat on be but It le li din D1 P or in b < ubmishad ! a 9 e s. a -urea - c sal 8a t Sa the ' `. A _ lass an Wlth 10 w. .. U al n e 9 ., d _� Lf _ _ice Vln fame _ . Of ,_ al b@'WGOd _... t 1 ass.. doors s I Y do ws n h WI 9 n 1 be;' ',. r Mhadin Y r FORM cP 1 Program -FORM CRO A8 v6 D1: la CTZ 8 Z -Psr 4 _ File-',Hth 11 9 R ` RVAG BY8TID18 tied itindicated_ is v\ Pe .. _ to re Haatd00 in !ea.aSS 9_ shading _, n rh ad y s tion. o s tc Assumptions Model is Ate OWS an rS shal _ Windows 9_. ce 0.30 ccefft f d S h - 0 � n � ' � - U 9 _ m In 1 m um , r tori Veo MP = le WilliamsResidence 1 0 S. L t ams e\i ce rN 9 Z Vaer Robert Heaton Run Y, , i` iamun Equipment Min RefrigerantU _.N Duct Doc t Cha e and Du c Tatted _ Duct. : ncG_ Mcnu al . '' Thoraroet et, Dr. uMserrA T10 71tlTft o n _ 9 or _..._ :_ DB ,.GNBR _ cert( Ca t{0 n:. tlo _ _d nliltla n vdlUe and rtl ed _ . Ikh c e fi abs ! ed _. I w al as f o IloWs. IU S 1 values h V d r' a� hmca Type TYP _ _ Efficiency, R! cY_ w v lue Airflow Location R a ` Ai ! Leeks e'' 9 __ D . e _ _ : r _e `: 5. um ,R . Minim ds _ dar .M standar C. E, .. u a( n , shall quality al meet (' L i SU latl On p. n GSNBRAL INFORMATION, - c _._ , - R bort R Baton same.. C Name. -,.. Robert H - Reettln.' ., Architect B Heaton Arch hits Company Robert .R mP Y -_ ._ � al R Exte rlor W IS Ve Conditionedr Area 28 : ' Floor ... ZA ei' _ : Furnec e CS lit P_ '; 0.9ZD AF[rB >: BR ZO 6 _ wl ace R 4 2 n / a Cra e 1 e R .. 4 1 NO" Cza xsac N 0 0 No IN o Setback :' 8 a >. ;setback` c an . Ara ct , $ x Lane '': en 4Z 4 Avenue - 'Address, 4 Palm A . Addy es\ ,Z 0 4 _ G 9 7 's , Ce I I S _ 30 h 9 - :Bus F 1 Detached kiln - 81n le De ...,... ...:. ami _9 ii'Pe 9 Y . Canatru i n ...... : Nex ata Type c Buildin Frons t�riedtation' Pzoat Hacin .D de B : _ 9 _ _ 4 9 !) NU Dwellingai tuber o!V Ce. 1 _ _ T TBR HSA.Ib3 8Y$TSMB' �r , - �' Ch C Chico, Chico, G 9 59 76-2356: . _ _Ch ` Pone:.: 0 343 530 3 3. 038 b .,, a Phone... ! )FloorsR ,. _ __ C 919 Z 4 nae , ; L CO , ;. `. . _IZ ': . _ m Walls R Bathroom Bat _: _ Number ! Bt ries: -.. ..s 0 o :Numb er , ..risk Z External _ d oz. e Sii e d 9n _ _ ; , sand GAS r ed I G p. I Floor 'Conetnlction TVoe. .. : Reined Floor _ -�: '_ - :,- i n _...: .. .:, .-.. -':-- -----`'- Bnc _ r9Y ..-_-__�. Bias ,__... n: Insulation. o neu ti _ --_-_`-- 9atura t a 1 (dere � __... ''� L.P..0 L P be _ . Sh all. _. db C ,E.C. , FurOACP_.I101t Shall beCertifle Y. r.. y r , , t I" ( I J i J _ G E r. F a- , I f s. •: .M. U p: U TT' B' G TiE/�, iY s I , !CC, IZ r r , i A f.% s I ;r 1. I _ � r ! , irr• , Lj _It -�IX4 uGN - sawrJ , d_ i f � wr► r � �� / +. • , , I , . � I � =—',__ ,• ��. - � V//.��\t I IMai r , r � I I .1 I I � I . I I , � � I I � I ,�, I ; I I I I " � I I I . . I I I I I 1 I . I I t I I ! I I � I I � � I I I I . . I I I I I I . I I I I I . � � I � I . . I � . I I � i I I I . . 11 � I �, � I I I ,� I I I I � � I I I . � . I I : . I I . 11 I I "I I � 11 I I I , I I ''I I I I � I . I I � I . I- -11 I I � , I : I I � I I I "I . I . I I �1: . I , � , I . 11 I I � I ; I � I - ,, . I X! � � . � I I � I I . i � ; � I I . : . � GENERAL NOTES ' r. I I � I I I . I � I . I I I I I � I I I I � DESIGN LIVE LOADS, I I I I .1 I I � � 1, I I � . � I ; ,� I I . � I . I I I I I I I � I I I . . I .1 I I . I , I . I I I I . I I . I 11 I I � I � I I I I , . I I I 11 I I � I I � - 1� I I . I � I I I : I I � " � . , I � I I � I �� I I I � � I � I . . 1� I I . I I I . I I I � � I I .1 I � I I I .. I �i I ' ' I I ,/� ,, REI L I ;� I .NFORCIING STEE � 4_1'... 11 I � 11 11 . I I '', I ) I 11 I I . I . I I I I I I I , I ! . I I I � I I il I . I I I : I � . I I . I I : I , I � . I I . I. I . I I I I � � � - � I , 1, , �. � I � I � I I � I . I 1 , I � I � I I I I I I . . U I I MANUFACT ,RED FLOOR JOISTS , 11 I . . 1- I I . I � ­ I . I I . � I I I I I � . I � I � : I . � I 11 I I I . I I I i : I � I � I I I I . � I I I � � . I I � � I . I . I I I � . . � I � . � . I � , I I . . . �. I I . I I I I I I � I , ; � I � I I . I . ,� I i I I . � I I PLYWOCD,NOTES� I I I I I 1 I I I I I �, I I . I � � . . I � . � I I , , I � : I I � � I I I I I � I I . I I I I . I � I . I I 11 � I I I . ­ � I . I � I . I i I I � : � , I I . I I I I I I ' 11 I th ''. I ,� I I 'r to �' � I . I I 1. 'All WO rk on this project Shall L con rm to e adopted .editions, of I � I I � ­ 11 I - _ I " I -1 _. , I . 1.� I � I I � I I I I � � I I I � I � I ''I .11 I I I 40lbs/square toot . I I I . I � , , I . I � , I . ,, � . r ipplementS1. 1. �Reinfordng,siBeltoconfo�mtoA$TMA615.,1.6dudl'ngsi . I � I ­ I I � � 1. . , � I - . . , I e N, Ofade,40, ' All bars she I be Intermediate grade deformed bars m typ ­ I I ' � ''I I . . I A ' . I I ­ 1. roject shall be TJI/Pro @� I -Joists as I r, - I t Man ctured floorJol6ts for this pt I ­ r to plans for deph irid, � , marufactured b Trus,..kilst MacMillan. Role . ; , � y I I I I I I I I I I I I I 1, GENERAL PROVISIONS I I I � I � . I I ! � I . ­_ I den0fied With 010 , . I I I A Ideriffloation requirements -each panel shall 00 1 . ,. I � I - I I .. ­ ' oclation, .1, " , I I � I � I r , Plywood, Ass Me , I � . I �, I n , 11' EC and a lr'�ft a , I I �,� i '11� . � 'I, I I . . I - I . I . . ­ I _r ,,pplicab.le,�pount,y�,aodlprCily , I I � I the UBC, UMQ, t1l' � �, � . I � � I I I I I - 1. . I I I I I . I : . �,, I : I I I . I I I � 1*1 and or0loances. . Floor,five load I ,, I , ­ .1 I I I � � I � I � I I , i I I I .11 I . � � 7 ­ � -, I � � . I * I I I � . 0 noted. Bars 11D be Welded sf�iall.be.ASII M 615, � I typicaluniessotberwId , I I - . I I - I I , ,. , I � � .� - . I I , .,. I'll : 11 � ' ,� � series. ,, 1 1 � I I ­ . I I .. I . I . 2. shall refer to the Installation Guide published by Trus-Jolst � the I , , I a I I � � - , � , prop.dalle trademark o � rican I � p I I . � I �. 1. . , S I I IF U, I and shall' meetthe requirements of the latest ed don 0, ,, - , . I I I � I . . � . . � - . I I I 1 I � � ,codes . . . , � I I � . I ,._,� , - , - - I I . I , � I I I I I all adjOstments,to ithe 6 plans. related 2to the I I . I � . Oct shill approve s I I I R7 AOKI I I I I r ,: , - ,L J ., . � I I � I I . ! � � I , . I I ' I , I I Roo live load . I . 'If ­ ' - I I � I 25lbs/square foot - Snow � . � , � , � '. . I , � ! . I 1, . i i . i I , A706. . . I I . I M , I I � grade 40 or AST I � I -,- I , �,�Z Details for reinforcing shall.conform 118.95. ' � IDChapIer7oIACl.31_..- ­ _ . I � � . -, . . � � - 1 ,Contractor � . ­ I 1. I . , , I I ,: , . I ill I add informaVon', . I MacM ai for , 11lonil Installation . . I I I i , r I rS I I ,. . andard PS -1 �or one of Ake Performance Standards, I : � I . . I I I � I I ProoUct St - I - 11 I I � I I I I iber or span rating shall be I I . � � ParielMicknesso grade and'Grouprigri.1,_ .1 I I I , /IF I I I :.1 - 1. , ­ I I , drawings. � i . I " I . I � I I I I. I 0 � - . . : I I � 3. Written dMensions A to be ubed,,:do hot scal these.drawingiiij I I . � . I I ! I ­ 1. - I I � � I I . -' � I ng Wind loadk . , � , , 20 06 , , I - mph- Exposure- 0 � ,�� I � � i I 11 11 I I 1 31 --re 6 4 , 1 WI m sh " 64 be 60 x 6' WIA x WM WVVM arid shall I I 11 11 " , . ,�� , .,, Welded, stee I r � , ASTM Al 851 6 Ice, laps In, mesh to V* requiremiants of 90 ��, @ I-Jolsts are manufactured torneet APA -1394 t dard., , 3, TJI/Pip I 1. - I I I � I .1. .an , , I I � � �� . r' , I . � I I I � I ­ I I � � "'. � I � I . :0. . - a � � I .: I I 1 -A I I I I .at least equal to t1jat shown on he drawings poication s4 I ;. - I all b I I I I I I I I �, . , ,, . . I I . � � I I I I , , , I -1 I � . I � I I � � I 'Spqqifi Information on Vie raw gs differing tom these � notes ' I I : , 4., Q I P In ­ I .. I ­ � I i. I � : I I I . I I � � I : I L I I I , I I I I i , Seismic I , I I r . 200 (Seismiclactor=.103) I I I conform oi I I , I � I I _ I 1 . I I I I : I � reloltirding .s.hd,.l be notless than W, � _ , _ ' : � I � , I I � I I I I I I I I I I I I � � I I � I I . I I I I � 11 I � I I I I ywcoo . dations of the, America" PI . . � In accordlince,wiih rrecommen, I I , � I -1 � 11 ­ � r I I - � I � I � I I I � I I :, I I I I M. � I I I � � Assoclatio I r I , I � . , . shall applii I I r �� I �, I 11 I . . I � I I I ­ 1. - I I., i I - I � I I ,, 1 I I I �, I ­ 4. Bar lices - Concrete - Unless noted'otherwIse, reinforcement bars I . . . I , ; I I � I . I I . . I I L I � r . � , . ikWl'i I I all iian -3111" edge dist a and n6l,,, .i^ A mnairch! a I I I I . � I I Is condluons, � and, 111droo,ralatrin I . I . I , � I I 11 _ ­ � . I 1 '' 11 I I I th, QF11W 111.- ­ I .1 � I I -11 1. I � �. I I I I In � - I � � : 5. The Contractor shall �ver si I . , ­ I � I . 11 1 4 baiAl I ters. Masonry - Unless noto , ,, I I , I � � . . I I I , " - � . r I I 11 , I I ; � � ­ I I , I I I � I � � I I , � : I to be, �laoDed minimum 0 arne I I I d . I I ! . I I h -1 ,.h 11 64M afirmin two I I f�', . I I I � I I r I I �r I I I � . . 1 � ,� I I i ,� I . I ndshallnofifythexc"PutoyanYl ons,0000S I I � . I , I � I With the Drawinos a I I I .: 1�� � I I � i . � .r 1, � I . I I ­ I I I ij I , I I on. , , . � I I I � ) beginning of construct] discrepancies prior k I , � I I I 1-1 -, - �, i" ,� I I I I . � ,o I I - ful , I � I I I 11 � r I I . I . � . '' : I I . I . I � I I I I � � . I � I I . �, r, I : I I � I I � I � I I , - ' I - I otherwise, relnf" ' to be ,lapped minimum 40, bar womprit bats .1 I I ­ ­ - . . 11 � �i - . zo a laps In , 1, diameters, but In no case less thin 2V. H. nt adjacert , , , , . . I . I � I I :. � . ,, I I . 11 r . I � � . ING IN WOOD MEMBERS . � I - , NOTCHINGI, R 11 � . 80 I ,. I - I . � U" - I FIT, , I I I I . P *, ,,, , I , r F I 1 � I I I ; 0 * a "gleL supportin . I I . . d, terline, ,of sl �g � . � I I 0 panel shall ;butt at cen ywoo s I I � 1. 11 ­ . � dge, toni each pariel Into thatmember; I I 11 I r I I I I I . I I , I , I I 1, I . . I ; 6. .the everitzedain feature thelcQnstroction are not ly shown,,.,,j I ,,r , of � . . I 11 . I I . � 11 1. I � I . I I i I :. , . I . . � : I on the Drawings or called for In the Specifications then: Mir I 1 I I , ­ I I I . I I I , 11 I I I I I I � I I I . . I I ., .: I i " I I . I I � I I I . I I. I , , I I � � I .1 � 11 I I bars s all be staggered 60"Minimurn � I � , h, 11 ­ - Beods In re InIbroeme 318 -95, � I I I � I I I I I I i : I . I � 11 I � I 1. kids shall notex6bod,.Al 1/16 of the, tud I., Bored in bearing wall s I %-, _01- $1 r nalli g , � - I � . Imember with.e n ., � I I I I I sheathing shall be less than ' . I L I I o piece of. plywood, floor, or wal . . . . _ I . I e. ,N . , . � I I I I , . I I 7, : I . � I I � . I � � � corittruclon shall be of the $arne,charader as for sloillar.conditlons 1 I I I I . . .. 11 I . I I . I I I � . I I I a .. I I - . I . I that are shown or, called for and shall be . pprovedby the Architect 1, I � . I � I � I - I I . ' � . I I . CONCRETE'NOTES � . I , � I � I I , ., - � ! , r � I . . . � r I I r � I I � . .1 � I �,6. � I I ,nt4h6.16ilo,aoco,rdancewitli�,ACI, � - � I I 1, I 11 I ­ ,to thpir,supporting Walls pilasters, and columns shall be doweled I � �. 0 1 1 1 - . I _. . . footings with vertical. dowels of the sam. e size and spacin � as the ' I . ,holes I I I I � - ,I width. Holes ln,non,bearing wall studs shall not 6666. � 60%'of the , 11 I I , _ . I 1'1,,� , I � I � I I _ , - , . � . � I slud width. In no case shall the edge of a boredhole bebearer than I I- 11 ; I . I . I . - I I , I T In least,dimenslon. � . I . . � . - � � � I I I I I . I rov � I tuctural plywo'odpanels shall be I I 11 1� I i I . � I I . E P - Islons,lbir penetratlon4 In s I - : � .1 r,' I , ,� I � I ,. I � : I I � I i 7. The ,, Drawings, repret6rit the . fin! _ d structure. Unless she � 1. � - r I ­ I t . . . � � I 11 . � I � . I I Indicalar I of' L, I I : 1. a The, minimum 28 day compkissive, driarigth0f concrete shall be � .1 I I I , I � r I I I ' � I I . I I . I r . I - .1 19 vertical Paid 19 therwise noted on ,the plans'. Where fctcIn , up ess 6 . . ; - � I I : I I I ate In any stud at 6 stud. Holes'shail ,not be loc I ,5/8* tothe edge.of a I . � . __d , I I � I I I I . . � I � I ,. � I � as follows; I I . 'I � Up to a * diameter h6lit may be drilled anywhere in Vie '� . . I . I ,r 1� I method � � . they .11 . . � ,I* i -11 I . I I I otherwise Indicated, , do. not � � . � L I I . I . � I . - - , I . I I construc tie ­ . I I . . I � I �. I I . lion. T Contractor shall provide all measures necessary t �, I � , , I .� I Foundations/pad footings I I 259Q PSI � � . . .� . I I - , ,, : Slabs on grade L . ' I ,. 250,0 PSI � , , � I ,1� , 7.; I po Ible, v r1led bars shelf be o e-pidoe, full height i ss 6 n h, I � I I r . I 1. I For concrele or. masonry construction, vertical relnfordngL bats shall , 1 1 � I I I L I � . ,� I I � � section with a cutor notch. ". I . . I . � .1 , I , _ � � I I 2 Notches on the ends of Iiii6ts shall,hQt exceed one-lburth ofthe joist I I . I I . - 1, . I ' 0 I � - I I I I I . I I L I I � - I I I � I I I I � e � - L pariels.1f More than onebol isto�bedflllddatagpeclfic � I � I � I � 1� . , I I . I I I location, the holes shall,be soaced no less ftn 2X the; � I I I I I I I I I I and, other persons .during , . I I . IQ protect the, structure, , wo!kmen I 11 11 I I . , I I . , I I � . � �. ,� I I I � . . 1. . � - L I � , � � : I construction, Such measureN5 0011 Include, but not be limited to;,. .1 1! � � I I . � I ��:, Walls and columns r .1 2500 PSI I I 1. - L �L L I I ' I � 6. The MaXimum SlUmpshall ba:4 inches. � � I �r, � T, ,, . 1: I . I & I - , � I I I ; I be accurately located Inwalls as noted on plan detaila , I - I 11 1-1 . I 1. I 11 I I All reinforcing shall be securely tied .In place prior to placing concrete � , I � _. I I , , - be, Within 2' of the', Ic p ,or bottom , I I I 11 r � I I -1 I depth, Holes bored in Joists shall not all rwiL'exc4d one-third , � � of the joist, a d'th - dia' I Df,any hole sh I I I n e me er i ,. . I � , , � ­ 11 I ­ I 1. I I I I L I � � I . I I . I .. it 'Bill 6e, I I I diarneteroftho drilled hole. in shear panelti . I � . I � I .11 . ,44,kired to locate mi ildple'drilled holes h a. : � I con,. ­ � I I U ing, � . I . I I . I I cling, shorf � 11 I I ,; the b ildi ''I : I T; I I I :bm , ng for construction equlpmer� shoring for I I I I I I I I . I I I I I I MInImUm cement con nt'shall be 6Wbs/ cubic ya . , ! . c., ­ I I I I .- to , I , fd. I I ' : . .1 . I'll. ­ ­ I I � I I - 'I L� . . I I I � I � or grout I I I . � the top, or w6iii otiolsts, shall not � the depth ofthe joist. Notches In , I 1 ' " � -11 - � I preferable i � ­I I I I � 11 r I - , r I I � . . VerWA orientationrelallve b one another. " r , � I I I � I � I I 1. � I -1 I I � I I I � ','I I I � I � I forms, and scaffolding. , � � I I I . I I I I I I I I - � I , :,. � I � , I I � I � 18. All sille-mik and grading shall be done,in� co I r i , 11, 0� �. , - - I . mpliance With the I I , I I ,;, , ­ � I . I . � I I I � � o � 1 2. Porl'and oament shall conform to ASTIVI C1 50,'Iype I or 11. . , . . r, , I . res I cxk concrete shall inot ' � 3. Admbb Used loincreas6the Vv ablitj of the -1 I I ' , 9. . � ' I I . the , .0 , ed, ba supports s iall be provided as specified In I Wkire r qufr r I I 11 I I ' I Wanual of Slap,dard Practice" published by Vie Concrete Reinforcing , . I- I . � -sixth the Iddle third � dqMh pod shall, not be lodalso In the m exceed one � � - I I I � I I I I I ,, I r 11 I . , � :ofthiajolstspaft . � : . I I , . I I I I I . . , I I � r � - I I I . . I in ationt . ord when consider - 9 porieta . I I I 4 � Notify Architect of rec .1 I I I . I 11 . I . I � � . . 11 ' - Widn r etc. and any other than normal piping, dondultat I I I I . I � � I I I . .A on Drawings el vationsJocations of steps . .0 I � I I Drawings.,Whete shor I - 11 � 11 . � I � � . I I .. I I In foundatipri, and heights of foundation walls, diall be, verified to' � I I . I . I , I .. . I I 1 I � . . I � � I I � � I � . � I � � be considered to reduce the specified minimurn cement content � , L ' � L 11 I , I I ­ - . I 4. Ready miKooncreteshall bemixed and delivered In accordwe With r I , I I I i I I -1 � I I � � , , , - , r , I -, . . , � I . I , Steel trittittile(CRSI). , : � _ I I � , nsl ns shown: for locaflons of reinforcing steel are to center Of 10. AII dime 0 - 11 � � .. I exceed 26616. �& Notching In exterior Walls and bearing parli0onia shall not __ .11 I I I I I - . I ' I . I I d to -bearing parltions� , of the stu width. Cutting or, no hing of,studs In non , I ,, : - I I I �': . � �g� 11 I I I I I � � I � I 11 I . � I � I I � . I I penetrationlargerthari3Odiameter; ' I I li : � I - I :. - I � . I So L fe' � , � I I . I I I 0 b as long as It Wars a stamp I I � � SB be su tu for plpwood � I I I I . � I I � , , I I . suit actual proposed and',existing cond.1111,ons. I -1 I . 11 I I I � � ASTIVI 694. 1 : . I I : I � � I I I 1. I r , ­ - 1 I � � . L i. I � fi.A 01 . ;11X NOV Arnancinne ain, f- fira of bar and L I shall hot excud 400% of the stud Width. . ' 11 : 11 � I . a I . I 4h I I �gi may rd 1 I I I i I I I . I I I . I I . � . I I � . 1. . I I I I I I I . I � � ;9.'l Finish grade andfinistilloo be �per site plam � : I I I I i : I r elevation to I I I I - - I I I 1 I � . . . ,� I - . '', I I I I .1 1. I � I 10. Drainage :around all structures Is lo, be, may, from buildings A 1/4' I � I I I � :1 I . 11 be id� I prepared to,'txpose cfean, sd 5., � ,Construction joiru the I �, - I I � � r . I , I � ov the If Construction aggregale- er en re joint, Interface',', � . 01 " 12 Iry CIO . I � I I � I I I It ril6si specifically noted otherwls4,,concre a I d6note: cl or coverage. Ui , , I I - " r - - I � I I - _e_. I I I . I I I 1. ll I .. I ­ r - . � I � i- I . I 1� )" 1. I r I I I � I I , . I I � I I ,� , , � I i ,� I I , : �1 I ,� 19110 01 CIO U � I I � . . � I � I � - I I ; � I Indicafing the , I a I I . I I , , . . , r ,pp I a U U . I I . � � I Saft ArA I . ro " ,as , ,, I � . I � ! I . � .. . . I I : I I I I I I ; I I I I I I 1: tubsUtuted plywood. ! , I I � I I . ., I I � - - , I I . I I - , , I 1� I I I I I . 11 .. .- 1, � I I . . : , 11 I = #-W'r Swale as required. t', � IL I , I.''. � 41 I I I � I � I per lbot slopefor minim 1 , - . I I . � , I I . I I I . I I ­ 006cY embedded _. I I joints shall be adequately keyed. Their locations anddetbils, 4hennot , :, . � ' � I . - : st is piked dir � _1 cowa a shel[ be 3' ,where concrete r edly again I I 9 , , � ., .1 I � . earth but,is against earth, and 2" where concrete,10 I I . . I I . I I , � I . � I I ,. I I I I . ­ I I � � ROUGH CARPENTRY I I � I . . . � � � I I . 2 I � 1, I I It Dis agro nailing shall tonform.to tables' 23.1-J-1 and 34A of' I I � _ phi ­ . I I , , � I . I h iriclatum-clefined as follows: � I r I I . I UBC nome I I � 1 _11( , - I . . I I I I ! � .. I . : I I I , I I I , I I � � I I I I , . I I I I I I . 110 I I requi d �. � - I . � I . I , Dimensions noted or� Wro are mirfturn ,re ,,, � I I I - I I I � I I . . . I � I I I . ­ ., , � I I � , I approval of the shown on the diriwingsr sh � , - -oil be subjec:k b the , I . I I � I � I , �_ � de.shall have re mild-deptli unless I :,� forms. Slabs, on Ora a - , , �, � Inforcing M � I I L 7 � I I � r I � I I ; `�_ � � 1. � I- I I I . � . � . , I � I . the wit I � I I ,� I I � I � I I I I I . I " I ' ' boundaries I I ­ � ON = Buundary nailing at. diaphragm k I 11 I I � A- cli %1%11 . � I . � I � I I � � I I � . I � I :1 I 1. � I I . I . . I - i,*� I I I � . I . dimensions and, must be accurately maintained. I I I I I � I I I I I I I I ''I .. � . I I ­ � I , - .1 11 . . , d e. of concrelei, . I . 12 n ) face of stu , ft I I I I , " - All dime sions, . are V . �- Or' face Of ' I . I I I � I ­ ­ I . � I r 1 . 1 I I I I � - � I I I � I I I I I 1 ArchitecL I � I I � I I I � I � . �,� L'. � 6 ' :(�bmreteplac-mentshaDbe.con0no.ous. between constructloo' is. 'I .1 I I ., . '' � _ join ." _:, , , , , , I . .1 11 ' I :, � I i I I otherwise. noted. ' . � I , I 11 , , , ,� 11, Weldingof crossing bars and tack *vldlng of reinforcing shall, not be - 11 - . I I , " I � I ' - � ii0pins normal to ,the lab.1callon, and: I 1,;,In addition to.framing op -, � . .. � I I I I I , I . � ,e : caction In6atedo" th , Orawingsi Install wood_ blocking and ,backing I � 11 ; 11 � I I . . r I I , , I I I I � 00 . peril g ' . � I :, : ­ of I � 1� � hUnuous panel e,'jdo4 and'at edges o n s. I . - I I r I , . I I I I . 9' ' �, I � : I � I I I I E N = Edge nailin 'it plywood panel edge& � I X 4< 110, � I.. Cd , 01 ..� . I , � I I ;;;; 6 a -.�i Lt. I I I I I I � I I I I I I I I I � � I I I � I . . . : I � � . . � i I I � . I - ­ . se noted. .1 I I � . I ­ I I � Masonry, unless otherwl . " : i � I I I., I � � � I I ,�, r " I I I I , . r I � I shown on, these drawings shall In no case deviale from , � . I 11 I � , 1, - . I I I � I ­ 1, ,, '', � . . I I . -wristuction I I . I ' ;L; , in all be cast . � 74 Unless otherwise.shown oathe draw gs,cQncreIes11abssh .1 � � I L I . I ���, �,�� � a. . quare'or racUrigular p*eMs not, exciabding 400, SF; In ate , , in s � . `�� � - ; , I , �1 I I � : pOrmiked. , � . '' I : '' I I 11 I . � � . I . I I I by theArchilect,shall be 11 � 11 I I i � ­ I .� .p, ,a _ , . I I I I � � I - � � I I � 1'� I required foe the work. of other, trades. . . , , I I � ,2. : chas,towel, rdw', stall block Ing as, required to support finish he are,su - , I I . � - 11 , . I I I I � � I I I " FN = Field n 31fing at Intermediate it ' I I I I I � . . , soppols. , , , I I I I � . I i I I � . I � I � W 0 0 W.: - 0) W , , i I : � � I � I � r I I I I I I I I . I I I . . :, � I I I I 'the detigo'shown without express wdtlen. permission of 1he Architect I . I � I I I . . .. I . I . - I I � I � I I I I I I � I I 11 � I I - � � I - � traction akened'planeJdInts fs:� � Provide construction, oon or we . ­ atinterva, � 11 : I ,� I I I I , , iz,Welding ofireinforcing steel, where permlited, I I I � I . , .- I , � Perforrhed In'.accordance with the, !Skuctural Welding Code - :' . ,11i ­ . I � � r � .� I lastall fire'slopping, to , bars, icine cabinets, 110h1s; I � .. cut off all , med- � I I . 11 I I I � I I I z ROOF, SHEATHING' I I 11 . I I I ,. I �, I ,�� ., i � I a . Panel roof, sheathing shall be %`,, 5/8" or 2/4' APA SHEATHImo , I . I I , I 11 11 r. � Z I I I I I I I I � I � ., � I I i . . I . i � 11 : � � 11 I . � ­ I I . � I ,� . I I ,- ! � . voorthci local O.clilding offidal. I '. I I I : I � - � I I i I I 1 � � I . I I � I I � I � I � . I 11 I I I I � � I I I I �, - I � - � .� . . I I I - ­ , I � . I I . I not exceeding 20 fieetin any d*d* , � � I I I 'I', I I . I I . 11 r & Sleeves. lopes and condul ious or � , r ts:shall lot. be placed through,contiriL - ­ I _. , I . I I � . _ I , - , I � I . q lified usi ' �Relpfqced Steel' Of AWS D,lrA,,,and by Mid ers ua , _ I 'RO , I I I I _'. � : :1 I - r, , . _,,qk, � � , ,. n valcal and horizontal) and to rm I concealed draftope Ing& (both v to I I � � � . .1 �, I ­ I 0 1 I , I .. � baff for between slodes and between -top story, andtoof � .. . I I I :, � � � . . I I � I 11 n � I I I I � � , . . I � I � � EXP � 1.''Wer to plans for thicknes's and pa' el index Install, With I � I , I I . � - , will I I 11 11 - . I � 1. . - I I I I - . I , I I � I 11 �� , ; ' the supports, except where I I ..'�, � , , I I �'i, I I � . � . I � I � 1, ,, Ir I I I I " " ) I � : I . I . I � , spedll d and , : mpad lbotinas crade beams or Ile �bearns,unless ie : procedures containod.,therelm I I . �,, L � , �Lan Oftplive. I I � I I � i : L I I GJI . dl I �! panel, across I I . I I I � . I the long ImenNo ,, , I � I 1 '71, 1 1 . n of r, " I I � I I I I I I'll I I I . Ai . I 1. , I � I I � I , I , , I . I I � � I I ,;,.�� , . I � I . : � I � . I . I I L I I I I . I I I I � r I I I � I I I I . I � I I I I , -, � , I , - � . I I r I , , . . I I * on ans., � I I . detailed M I 1 I � I L , ,� � - rade 40 reiniurcin.9 � V70XX p,le,trodes shall be Used In welding g, , � I , I ­ � I I I 11 � ro and E90XXIolettrodes shall be used for Grade 60 reinforcing us ows. I . e I ­ I � L space 11snimloe u I", speclic locations, a . � I � ,, , i , Vextenor or In.tedoirolod walls, k 661114 I I I 11 ' - and floor level& I tioledi and with, panel continuous over . , ,, , _,� I I � I I I I I 11 I .1 � � I . oor,m01QSP411S, 1OVY .1 I � I I � I . ��,L /80*acIqg atparielends,and 11M,spadpgat edges. Nai r I . I- I I I . � . I i , I . I I I I . I I I I L I . � . . � , I I I . I I I . . I . I 11 . I I I I � � I . I I I - I I I I ; I ' I UNDERFLOORVENTILATION I I � � � I I ,� � - I I . � � . I 3_117 lhkk. if I � � 9. Conduit shall not be,,Maoed In My slab less then. . I I , 11 . � � ,conduit I& placed in a, concrete slab, Its, outside diameter shall not,be- � . I I I I . I . , I i i . I ,. . . I I � I I . I - I I aisi Reinforcement shdl,�oot be welde. until athern,icall analysis � , � b d ­ I I I I 11 � I 11 - I 11 I carbon equivole � Is:perbirmedi The � sufficlent.to"deleirmine the nt - . . lowd � � , -)ar0fions,'Including �furred spaces, sop c, InaKstudwallsand. , I I I I � I 1, . I � I I � � I I ' I ot over , �, I ale space s n, , that the maximum clstance of a ce .d I 'panel I I I � , I I 11 � I I . . I I I 11 � , �, , r with�Bdoo�nmnwi,renWIsat6'0,120o./�, I I , � I . I � � I - z I . I I . I . � I � I T � 11 � I . I I I � ��, I I I ; . I I r � i . I I I I I I . � I I I � ! I , I ., I 11 I � j, ,. . - I I , 11 . ; � � . I I � r - . : I , I I 11 � I , . � ble galvanized vents at" underfloor area 'for , . 1, � Provide 6 x 14 closea I I � I I I I I I ' � � ventilaillon. Provide vents such #)at #10 minimurfli .area provilded Is, L I � - i greater than 113 the slab ibickness., The Minimum qlaar� distance .1 I I r - I I I I I I � I � I I I bet ".en condults sh-ill be 6 inche& L � I I - d the ­ 1 I � , , . , . . , � I , ivalentf6r the rehillbroi gsteet0allbecalaulaledfirdm I I I I � 1. ( i� L � carbon equ . , I I I," -1 if . I I : L' ' � .the chemical composition as shown In the mill test, report, If mi � 11 L - ,nycQn I . . � � � 1� 119,100. I I , i . I � I I I : I I i - . ,� , I I � , I � , , I � 01i rids of'slidingdodr po&dIs" I �. AmundLilop, bottorgsides and e I ­ 11 . . I I ,- I I I � 1�1 I 1. . . I I I � � . I . 11 - I : I :, I I I I . I I L ,� ,� L I � 11 ., . I I . I I ' 3 SUB ­'FLOORING I � I � 1� I I I I s I I � . I : . � I � I I � I I . . I � shall be 518"i 3/4 �", 1/8" or 1-1/8' cdx APA � I I . I I I I I ": , I I I . . � I ,,, I r 11 . I � . I I I I - , I . I I I I . I . �! � � I I " " I I I . I I I ,, I � . � I .- . I . I I 4 . . � I - I I r . 11 � � � � . I . '11150mof the,venflated area' DIWWO Vents,evenly and locate, I I I , . I � i .1 " i ' . � I Vents at near.to corners as Pritlical.Vents shall.be no More than 25' I I amleled %, unless note v rwise . , I 110., AilixPosed corpe��,,Apll be ch , , � � , � I I - r � I I . apes', lubes and pipes embeddediw concre tural stW­t! te, � , 1, Stn4c I ,� - 3' dear to . I I I . I I � � I I � test reports are not availabl I e, a chemical � : � � I analysis shil be made I of,the bars w ded. The carbon equivalent (CE). shall not I to be ef I I . I .1, I I , . I ­ I I L T � 1r, spaces between neys and, ,wood firarning, loose. non. , ,chirri I I I I I �, I � I , , , . ney , comb srio�e$upppds,ora.i�btalcolibrUghO fillid to 14,chim . I : , u I I I I r y I I ; I . 1 . . , , I I a. 'Panel sub -flooring I L I . � - I I I I � I I I � - I __ , , I I I . . :RAT d � I lans for thickness I I , I � � . : � I � ED STURD-,17FLO .. R EXP 1. ReforTto 0 - I � ­ I i I I I . I I ' � . I . . . I I t I . Index. Install, With IdfigL diMenslon,of the,panel L , I I I I . � � I � : . I I I I � I- I . I . .1 I I . . i I I . I I I I I , � I I I I I r I I I ''I . ,. 11. I I I I .� I :, , I 1� 1 � I 1 : I � on center. I I I I . � , I � I � . ! , I U'i' concrete covertif eaft I shall have a minim ,,n I I I I I � I ­ - � . � m 1.11 11 Boagms Of all footings shall rest, on Vrrk undisluitied soil. MiN inn � I I I . - I . - I � I I � I . � I I I I I I I I I � exceed OX5 as calculaled per UBC Standard 26-4, A copy of the I I I - . I � " I . L th mill test rep 11 be,,'provided-io the Architect prior to a ortsha 11 I I I and nalled to didWood fireming shall be Used., � . . I . I :,� � I I ,,r no, SpkIfiC_ , ' � I . . - mehfldnedr above, such as . w C4�'; Any other location. 11 I I . .11 . I ,,and panel 1, - ,across � . I I ,. . I I I I anal continuous ove � r , � , , �� I . I � I L � . I �'Supporls, except where Aotedi 'and With. 0 I I I . I I 11 �. 1. � . � . I I � I . I I .1 I 118" I Ali I ends and 1/8" I I 'r' � . , I I I , "_ I ,1 - I I � �r � ' . � � I � I'll I I I 1�1 �, ! I I '. I L, I � . � . . I . I � I I I , � . I � � I " I . r � I . . I � I L �. � I I I L; '' I . I I � I 1 i ., � ''I I I . I I . d0pth Is noted en drawingm' , 1 1 �� � _­� 4 : ., 71 r I - - nd qver , 'I sh 1 have a minknum th ckhess. 04.,,over sa 13. All dab oors al I I I . . I � I ' I I I � ­ . on Is I 'placement of the reinfOcing steel. Special ln3pecli required ' I I . . . - all � r: 1 i . _'-11 � , I I skips and similar place;%, , � holes fd behind furring . , ; . . r pipes, sballing, ,7 1 � 1 I I ' � : o Or more spans. spacing'atpanel , r OW, I � � . � tw I � - I - I I � I . . I � I ,� I I Is with iOd � . � . . . I I . spaclh atp I edged, QUO and hall atop floor Jols � I I 1� ,, 1 - . - � . I I I I � � . � � 1 . �- r . I . I � � � I . ,I � I I I � I I . I . I I I I I I I I I � ,, I � I � I I . I � � I. .1-1. 11-1. � I I I . ATTIC VENTILATION , , I � � i I I I . . I I I I � , � .L I I I i � I � I 6 nil v1squeenover4ogravell,fill L I I 1, � I \1 I I I I I., � I I , � �, I . � � I - - . . 11 - - - - I I I - . I I fo field welding. . . � , I , � : I I I � 11 - I � � I 1. i . I I . Ich could affor a passage for fiames. , � I 11 _ � I I I . , Wh d I d � ' ' I I i Strudluiral.k.aming.6hall be of the grad6s and.�pecles indicate of , ' I I ­ �g , . . 11 I I 11 I - I s I � , a�ne � rihgs�ankn 11 0 tAPA Spocification I I I . I I I 00, 16":o/c.'Glub shall.mop I ." � ,,, � - , j I 1. ­ � I 1� , .1 1. I I -, I � � : I .1 I � I .1 . . I � I I I I . . , ,� I . I I I I . : I I . I �. I I � �:) . , � , I I 1: I . "I I I . I 11 � I I I I I � I ' I ventilating area shall be 11300 ,of the area 4 the . 1. Tho net free; -1 I . I ' I r . I � I I �, . - , I I - I . I I . I I � I I I 11 I i : I I I I I , i I � 11 . I I I . I I �i­ I � I . . '. I I I I I I I � _ . � I .:. I ­ , � � . I I I i , I I I I : . I I ; i, I", . , I I I I � J �: '' ,�: I r . I , I . I I I I I 1-1 ­ I ­ I - I "I � : more 6�2clfic Inform, ow I oil , better (WWPA grading rules), Seeplans.,for I I I ''I .1 DV No I r � 11 � I � I . . � i AFG-0i. I � I I I I ., . , . I � �1. 11 i � I I I � ,, I I I . I I , I L I I � I I � I 1 4. SHEARWALLS I . . I I I . .1 . I . I I I � 11,�;, I �, 1, . � I �'. I I I ,� I I I � ,e I I I I I ,,, . >'11, � I I I . : I I I , I I I I � I � I . I I I I '' I . I . I I ventilated 9 I paw,q provided at least 0/6 of I he ,required ventarea It � I � .1 ., ded by roof wnts located *at least 3' abaiethe eave vents Ith ' prom . ". . , " I . I I I 11 r � I -1. . I I ,� 1 I ,, ; I . I I : � I I . � � . I I I � I I I I I 11 I � I � I . � I I I . I ­� I � � � . I � . I I I � : �� . I � I I I I I GLUED -LAMINATED BEAMS � I I � I . I I I I � I � � I I I and rafter& ,' - � .� I . :1 a):'2xJoIsts I I I I - t ,' - I I I � � b) Posts ii'lMall,framing � Ma�h wall framing '' ' I J , ..'�:.� I I - � . � � . � I -, Panel . wall sheathing shall be 3/8" .or Ys' APA r RATED, I 1, . a. � I I I : I I I ,� r I , I I I I r I I : � I ,11 per plans. � : I I L I SHEATHING EXP1 (Sao Maw),, Na I I : I . ., � . I � I I I I .111 I I I � . I � I � I I I � . :. � 1, I I � . I I � . I ,�'. I I I � I I .1 r f " ' . flt& ,r Vie b arice.o the required venlaficin provided by1he eave ve � � I � ­: I , -, �, , I ­ 1, I I . I � i � I I I I � I I I I I . . I I � I � .�, I � I I I I � I . � 1. . 1. I . I I :, . I I I I � 1. I I I I I I � . I I 1 � i .1 � I I I ,, � � ,I 1'' ' ' I :f._ Materials,'Tilanufaid " . I lure and quality cid'okol of glued-larillriated beams: ., ;j I . . , ,� DF No. 2 , � I , , c) 4 x head6m i � _ I : � � I I I Ide � � I , � 0. I I d) ,,6 x hea is 11 , DFN' I I t I I I , I I I I I . I-- r I L � I � I � � I I � I I � I . . ,,,, I ; � � I .1 1. � . I � � I I I I . I I , I � I I I I � ': � .: r' I I � I I I I, I I I , � I I ,r I I I : I i I � � I . r I I I I J I .. . I ''I . I I ,, I � I I I : . I . . I . I I I I . . � I � I I . - . . I I ... I I I I � ; I . , , 11 I OMBUSTIONAIR VENTS: I � I . I � C_ , I ; I I I I , DAMON NOTES : . � I � FOUN I 1. I I � : I : I . � I I , � . -!/ I - I i " , I � . I . --' , shall be In accordance wiffi ANSIAITC A`190.11. .. I - . 11 I I . � I - I I 11 ­ I � �, ;�� ' I I I : . I I e) Studs, sills and plales See plans , I , I I I . -­ . I � 11 I I I : � I i � " . I I . � . 1 I . : I ! � � I �� I . . I I . : . � I . . , � � � � 1. . I I 1 � � - . � I . 1. I I I I L � � I : . I I r . I 1. I � I I I I I � I I . � I I I I , I , , , I . I 1. . I .. ­ . . .1 I I I I I . I .�� , I � r . � I " . . I .� . . I I ,­ ,� I . � I � I � � I � I -set th requirements of ANSUA TC I , Z Laminating combinations shall n ,a . � I I I I , I r � 1 , �' � HF SM) and btr. � I I � . Q and furring (Except SW) . - - I I , I I I . I I I . . � .. I I , � � � � � � I I I . I I I I I I I . I � � I I . I - � I I kj�� I I I � i , I � . I I I 'i� I � '�11,1�. ,� r I I I I r I 't Appliances located w Min conflined Jspaces:' The, nonfiOed space I . I ; I I � 1. � $off d6signInformation: � .1 r I I I . � , - I � � I I A1190'.1,46d 6allprovid 'the design Values equal to or exce ' Wing the ' a. , a �� ' 'Blocking .� � , i 11 g) Sills onconcrete � i 1. , , , PTDF ' ' I ' I I I I 1, � I � NAILING SCHEDULE, , I . r I . L . I � I - I � I I I � I I I- I I . I r � r�� � � " V ,� I � I I . I I I I I � � N� 0 I I I �, I I � �-,. , . � I : I I - . I 11 . I I -1 ! -a . � shall be provided with openings with "Ie area of Of least I square '�., ' r Allowable soil design pressures: I I 1� I � � , I I - , _ , , I � _1�1 , ., . 4 , � I 11100 PSF r . do r -the I values noted In, Tabl 3� -Ij 14§4 Uhirmn Building Col_ fo -C I I I e2 , I , � I I ' . I r'' . I � -1 ; ' h) MIsc. framing not noted. , I bF No. 2 I - , I I � I I . � ' 1� I I . I � . I ,� .1 I I � I I I I I ; I I . � . . I , I � I 11 � I - . I I I I L' � . I . I I � I � L - I I - I - I � I ' . I I �� I I , I . �r��(, � I I . _, I � . . I . ,. I :1 I I ' I 1�1� �'�', ., I I : �, I ' ­ I inch pet, 100 BTU/H of the lotol Input rating of aLthe applWrices � ", ,',' "' C�! � . I Continuous footings : I IL � ! I , I I I , I I � I 1000 PSF " � L I � r I lit, I ' � r', d6ifie com6inalion noted on .the plans. Unlets otherwise noted, I = I ,, I ' - '_ : . , ''alocking ait SW , �, DFL I I I � L, . I �, ,- I � I r � I : I) Masdnry 1� i I - I .1. � 11 , r � I Yl� CONNECTION , . I '� L_ � � I I I I NAILING, � � �� I I I I I . I � � � I : � L 1. ,. , I � '. I ,� �� � I I I I 1 �1, �,"�'�,L� I , I I � ' L � � � . . � I I , i I : � � � I " , �, I I , � ",'I i "" h have, � within the enclosure freely cornivinkaong with'�!�,�is whic I : I . 11 - .1 " lie,outsl&.. okima "' y one half Of Vie ' , ration'torn t1 "'Appr 1" adequate Infilt lel Grade arns , I � r I 1": , I I I I . I , I � Pad fo6flnOg , , 1000PSF I �i I . I � � I . . . L I hill be,2044j DF/DF � I dforthisprojec, s , , I I I I I . Use , * -L mimbeirs stipill bear a,duifi� M��' and a Certificate am - . 3. Glued In'ked . , � -, � I � I . 4. Wood sills for'.b. . I ,� . I or � eailng and sheathdd wells bearingon I . I � I I I I ' I . 1: � , anchor bolts, at V-01 , id With Ilg"Ldlaffieleir X 110"� ncrate shall be bok( I I , co , r , 11 I � r . 11 I I 11 � � , � , � Joist b sill or girder, toenal[: � � � � . �11 I I I 3 -8d � � . I � . 11� I I r. I . 1, I I : r I I . I I . . . I I I 11 toenail each end �"'�, I , - I Bridging tololstj ' I 2-8d � , : - I � I � I , 1, , " 1��, L I I I � L I I I : i L -, � . I � _ ,.� I ,� . , I I . I , I I : , . � I I � . I , � - , I 1 , required combustion air ope6inil shall be located Within the, upper,' . 1 7 I I I � I Al r I I I I � I I I . ' s: � Retaining W, . I L r I I - r I I ,., Activepressure'(Wristralned) 5.5�PCF I 1: I th of � Conformance rn st be provide to , � ,le conformance W I �� , , 0 I d Indim. 'L I . ­ 1. � 1 � I � ANSIA ITC A196A. , , �` , I ,� � h L murn spacing an w thin 121,of end of each place, Eac. sill I . ­ d" I � , , I , I a/c. maxi I . , . .1 11 Ot lead two bolls, This hilbrmation 'Will go W.ALunlets 11 : -_ I'x 6'subfloor,or less to eachibisk face -hail' .'. i : �, I � 2-8d, , � i I I 1. I i � I I � � . I � I : 3-8d, , I , I I I I � , I ': I I , . I I I ­ I I .1 I I -r I � . 01 , I � � : � I I - ne I 7 $ the enclosure and ' approximately o liallfof4the open'.1,09 , i , ofthe 'enclosure. The snall be iocated,Wlthl the loWef 1;� n , � I Ado I 11 I r � . ' ve pressure (carAeverod), �30 PCF I ' , I � I ­­ � I L - . I . �� . I , rM : I . ' 1 4. dubd-Lam nated , em6ars Used L In exterior applications and not � � I -1 I I ­ I .1 I I ,Y ­ I - receive , , . shc ,, r 1, I I � ore � I I I d indicalied on plans. . , r I In stringent; lefla are , � I I . . I � I I . . � -,: � Wider than 1"x 6" subloor to each Joist face -nail . I �­ ,, i � � ' I � 11! _rT 11 sublloor to joist or bli and face -nail � � I 2!16d , -_ , : -_ I I , . ; I � . , I I I I L �i 1� � � I I . I '' � I ,�, I I � , � . I � I I I I � ,�, I r area I - I I I I . minimum free area of both 'the ,upper and, lower oombuistion, air , I I , I . -.I... A,m �- nAl Ine mainphae bw.h � f! ihan inn enn, , I � neat ,and true ID line ; Z IhOlnish excavallon for foundation shall be , . 1. � I . - L I � I . � With ill loose material and'standing Watq� removed prbirto concrete , '' � L 11 r � , T . I I � protected to 'molstu're. shelf be Alaska ell w Cedar. Combination, m 10 11 � . ,,, � � ' . I ' L ' I I = I = . 412 ACIAC, F6. 20*d Fv 190psli MOE=1,600,00Qpd' fa � 2OF . I I I I -0 � � wood or steel shall be 1.1164 larg r , I I I 5e 1 9DIt holes In a �, than boltsi � I �, I , I " # All nhis shall �be tightened When �01 r , 900 and re-Ightened prior to i - 6. r � 1- I � i girder, , 1. I � Sole Mate JDrJoISt or blocking,typicalface-nail I : I I I 11 � I I - � 0-1- A.f. 1� L,64 ^i h6AI.ri 4 funieni hrwad WAI hnnAk � � -1 I 16d at,16"o1c.. . � 3-16d ber 16" , r I L I , I �, � , I � I � t„ i r z _ _ , , I f I , It it iv it if In It IJ I 10 rO L 17 7ti HOLDOWN .4 M5 A HWA DCpINAIL fifARPLY NOS UD TT_ 44 / 4"01 W4 O/C B 5 HDGA u gd / 5. 0 /r md O/C SHP_E .JA sk.,TERNATE C C I-TT3OI5 T r a md r ate I NUMBER D HTTIA md / Irl V/c md i 3 -yr 0/a STUD BOLTS (PINERE LS CLR. IL E MTT208 mm lHir atc 10 rO L HOLDOWN .4 M5 A HWA DCpINAIL fifARPLY NOS UD TT_ 44 / 4"01 W4 O/C B 5 HDGA u gd / 5. 0 /r md O/C SHP_E .JA sk.,TERNATE C C I-TT3OI5 T r a md r ate I NUMBER D HTTIA md / Irl V/c md i 3 -yr 0/a STUD BOLTS (PINERE LS CLR. IL E MTT208 mm lHir atc P cam lid T a/c I.w T o/c ..D}--- NO IN TE: SEE sLAB FLOOR DETAIL TYPICAL CONNECTOR 'BEE, WAS Q TYP. 13HEI 01. 6 USED) FOR ADDITIONAL INFORMATION, HORIZONTAL SN PLAN REINFORCING SEE PLANS, . 022 2 ii LOCATE' A=nf!b^� W= 1 ^16 1 OT P NUM13ER C, 39 rO L HOLDOWN .4 M5 A HWA WFOIC 44 / 4"01 W4 O/C B 5 HDGA u gd / 5. 0 /r md O/C SHP_E .JA C C I-TT3OI5 Im / r o/c r a md r ate I NUMBER D HTTIA md / Irl V/c md i 3 -yr 0/a E MTT208 mm lHir atc P cam lid T a/c I.w T o/c REFER 0 DETAIL_ I I ul i I ST&224 0 O/C 1 1; 46 DEGREES, X tolt 15STIS INSTALLATION MUDS ALL -THREAD, ROD ' I 1 1 1 Z , !_� . I I I - 1 1 3/4' MIN. EDGE WHERE OCCURIk IN13TALLP-10 . . . . I I DIA. TO MATCH FROM WALL IN I HOLDOWN - INV*CL 1 7 X DISTANCE PER MPR S. PATIS ANCHOR -8713. =UPLING ­rTYPICAL 6ST6 PC , Siumcs.,REPER TO PLANa�_ X: -WHERE OCCURING SILL k;I NUT ANCHO -:SEE,' ve OR SIZE ONEARPL INSTALLED BTRA13 r r uo ►PLAN 5159 FLU 8EMPLAN ANCHOR BOLT (ASTO) EMBEDMENT -4� IMF BEE 13LANG ---------- Eli ,4 ANCHOR SOLI is I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page .1 CF-1R t Protect Title.......... LYTLE WILLIAMS Date..01/08/02 Q91:44:11 ` Pfo3ect Address,...-.., Centerville Road 0 7`3 Chico, CA. *v6.01* (�1- Documentation Author.Robert B. Heaton ******* .. Building Permit # .A Robert B. Heaton,rchitect _ 1.9-3102 4284 Keith Lane Plan Check ( Date Chico, CA 959.73 530-343=8038 Field Check/ Date Climate Zone... ...... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. File Wth-CTZ11S92 P,ro ram-FORM CF-1R MICROPAS6 46.01 9 I User##-MP1902 User -Robert B. _Heaton Architec Run Lytle Williams Residence GENERAL INFORMATIONt Conditioned Floor Area...'.. 1824 sf' Building Type....... .....: Single Family Detached Construction Type .. ...,. New BuildingFront Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories... ..... 1 Fl Or Constiruction,Type. ,.. Raised Floor Glazing Percentage......... 27.9 � of floor area ¢ Average Glazing U-factor... 0,.36 Btu/)ftr-sf-h, Average Glazing SHGC....... 0.31 Average Ceiling Height..... 12.5 ft BUILDING (SHELL.,INSULATION` Component Fraee Aavalue Sheathing TYP RTvalue UU--factor Location/Co mments Type Wall Wood R-21 R-4 R-25 0.046 Roof Wood R-30 R-0 R-30 0.033 Attic Door None R-0 R-0 R-0 0.330 Solid Wood Floor Wood R-30 R4 R7*30 0.027 FENESTRATION M Over= Area U- Interior Exterior hang/ Orientation (s£) Factor,SHGC 'Shading Shading Fins i Window Front (E) 12.0 0.350 0.300 Standard StandardYes WindowFront (E) 25'.0 0,.350 0.300 Standard Standard None` )(. Wiridow Front (E) 25.0 0:350 0.300 Standard Standard None Window_ Front (E) 12.00`.350` 0.300' Standard Standard. Yes Window Le£t (S) 14..0 0:.350 0.300, Standard Standard Yes Window Left' (S)` 25.0 0.350 0.300. Standard' Standard None Window Left (:i)' 25.0 0.350 0.300 Standard Standard None Door. , ;� ..'Left Oil- 40.0 ' 0.400 0.350 Standard '0.30'0 Standard Yes Yes 1; r<. Window '• Back. (H') 40:.0 0'.350 Standard Standard window °' pack (rn",),' 12.0 0:.350 - 0.300 Standard Standard Yea ' Window 8.:'. (I1.)' ` • 40.0 0.350 0.300 Standard , Standard None Window Back (071' 28 . Q. 0 :400 0.350` Standard Standard „ None Ww,,?aow ( Back (W):' 40.0 0.350 0.300 Standard StaM ard,�Z None. kidow (4 Back (W''( " 28.0 0.400 0.350 Standard 86Adard 'n Windoi4 (W) 12 . Q 0'. 350 , 0.300 Standard St and ``ter ,Back Window ,;•Back, (W) 40.0 0.350 0.300 Standard ' Standard /s Doo Right (N)' sl0.0 0.400 0.350 Standard Winnow .; Riglat (N) ?,5.0 0.350 ' 0.300 Standard StaCrard_ Standard' Noe �,_, v. " ''; t�f MANDATORY�EMEASURES CHECKLIST: RHSIDENT;ML Page 1 MV -IR Project Title ...: LYTLE WILLIAMS Date:.01/08/02 09:44:17 Pr03ect Address..;..... Centerville Road ******* Chico, CA I *v6.01* Documentation Author.•: Robert B. Heaton Architec******* Building Permit t 4284 Keith Lane Plan Check;/ Date Chico, CA ,95973 530-343-8038 Field Checkl Date Climate Zone,...... .. 11 Compliance Method:..... MICROPAS6.v6.01 for 2001 Standards by Enercomp; hie._ MICROPAS6`;v6.01 .File-LIMEW Wth-CTZ11892 Program -FORM. MF -1R User#-MP1902_ User -Robert B. Iieaton Architec Run -Lytle Williams Residence ' "?ote. owrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked 'viith an ast',erisk (*) may be superseded by more stringent compliance requirements listed on the"Ce'rt ficate of Compliance When this. checklist, is incorporated into the permit_ documen�a,, the featurw,- noted .shall be considered by all parties as minimum component performance specificationa for the mandatary measures whether x they are shown elsewhere in the documents or on `this checklist roInlyi BUILDIIJG ENVELOPE'MEASURES sign_, Enforce er „ merit *180(a): t+tinimum-'R-19 ceiling ina�ulation. 150(b): Loose r fill insulation manufactures labeled R -Value. *150(c).: Minim= R-13 call insulation in wood framed walls or equivalent U -factor. in metal frame walls (does: not apply R�ZS to extErior mass walls):, *150(d): Minimum R-13 raised floor insulation in :framed floors. 15than0.3Aj Waterlvaportion water transmission absorption ate tion;rate thgreater n,f2"� t� ,. no greater than neat �,ar e perm/inch. 118: Insulation spec,if'ied or installed meets insulation qua.2ty 1 standards. Indicate type and form } 114-17: Fenestratiorirproducts, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and between conditioned and unconditioned 2. Fenestratio spaces designed',t0 limit air'laakage. n produats:(excapt field fabricated)idd Solar , havelabe, C eff .dentWith ,(SHGC), andinfiltrationcertificatieat Gain on. 3. :Exterior boors and windows weatherstripped, all 'joints $ and penetrations caulked and sealed. Iso (g): Vapor barriers mandatory in Climate Zones i.4 and 16 AIA - only a 50 Special infiltration barrit r installed to comply with Sec. 151 meets Commission quality stt:ndards. `180(e): installation of Fi;replaceat Decorative Gas Appliances ' and Gas Logs Masonry and factor "It fireplaces have.' i a. Closeable,ma!tal or glass door r control damper and control b. Outside air intake with p. Flue damper and co 2. No continuous burnin g= gas pilots:- allowed. _ � 'q` -.r:-°-'- w ., ...�a-`y:".•. -w'i? -wµ ,...wa�F"^."'m """.`""u"�i".k�r„,� . �w'-w'w,. .a+..k��"`:-y., �^**tr`' �"...�r6'� . :7:';'A"�Rt. +'4'`" r'nri.- W`.-...."„k-r..r-,. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... LYTLE WILLIAMS Date. -.01/08/02.09:44:17 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce et ment 110-113: HVAC equipment, water heaters, showerheads and y faucets certified by the Commission. 150('h): Heating and/or cooling loads calculated in accordance y. with ASHRAE, SMACNA or-ACCA. 150(i): Setback thermostat on all applicable heating and/or �. cooling` systems. 150(j): Pipe and Tank insulation I. Storage gas water heaters rated with an,Snergy'Factor less than 0.58' mustibe externally wrapped -with insulation having an installed thermal resistance of k-12 or greater, 2., First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-;4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect` hot vaster !tanks have 'R-12 external insulation or9-16 combined internal/external insulation. 4. All 'buried or, exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. I Yiowatin tank:, g ource and indirect 6. Pi in insulated be tween heatin s *150:(m) : Ducts ;and Fans 1. All ducts and plenums installed, sealed and is±- sulated,,`to meet.the requirements of the 1998 CMC ,ectbns 601, 603; and 604, and standard 6-3; duct insulated to a entirely vel .of R.-4.2 or enclosed _ Y le mins.mum in in .conditioned space. Openings'. shall be sealed , with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of U1,181, ' UL181A, or UL`.lB. If, mastic or tape i's used to seal openings greater than 1/4 inch, the combination of mastic and Leither mesh i. or tape shall be used. Building cavities 'shall not be used for 5„ conveying conditioned air. Joints and seams of duct systems and, their components addhesiveduct tapes unless such tape is used in combination with mastic and drawbanda. Z. Exhaust fan systems have backdraft or automatic dampers,.' 3. Gravity ventilating systems serving conditioned space have j either automatic or readily accessible, manually i. operated; dampers-. 114 Jr'ool and Spa Heating Systems and Equipment 1, „;stem is certified with 78W thermal efficiency, on-off i =,�41o;rtch, weatherproo r,f operating instructions, no electric l ,4sistance heating and no pilot light. 2.'F,ystem is installed with: A. At least 36 inches of pipe `between filter and heater for future solar heating. } b. 'Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a.circulation tim pump :s switch. 115: Gas fired central furnaces, pool heaters', spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical' cooking appliances � �a with pilot < 150 Btu/hr)�Pg GENERAL INFORMATION ' Conditioned Floor Area.. 1824' sf ' building Type.. ... ...'.. Single. Family L-tached. Construction Type.. ...... New i. Building Front Orientation. Front Facing'dg (E) 5 Number, Dwelling units... l: ,of Number of Building Stories. 1 I Weather Data Type.. FullYear Floor Construction Type.... Raised. Floor NUmber,of Building Zones... 1 i, Conditioned Volume... ...... 22814 .of f Slab-On-Grade Area., .. 0s Glazing Percentage.; ..:.. 27.9 of floor area Average Glazing U-factor... 0.36 Btu/hr-sf-F � AverageGlazing SHGC.... , ... g 0.31 1 _. Average Ceiling Height.,... g g 12.5 ft Ii BUILDING ZONE INFORMATION' Floor, # of Vent Vent Air Area Volume Dwell Cond- Thermostat, Height, Area Leakage f) Credit +' Zone Type (`sf) (cf) Units itioned Type (ft) ( HOUSE"N '1.00 Yes m Setback O Stanr� TUHou�sgwraF? j' Ri�sidence 1824 22814 ,O, COMPUTER METHOD SUMMARY Project Title.......... LYTLu WILLIAMS Page 2, C -21Z Date..61/08/02 69:44:17 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface, (sf) factor R -vat Azm Tilt Gains Reference Comments HOUSE 1 Wall 196 0,.046 25 90 90 Yes W.25.2X6.16; 2 Wall 322 0.046 25 90 96 Yes W.25..2X6.16' 3 Wall 196 0.046 25 90 90 Yes W:25.2X6.16 4; Wall 56 0,646`25 180 90 Yes W.25.2X6.16 5 Wall; 235 0`,046 25 180 90 Yes W.25.2X6.16 6 Wal 30 0.046 25 180 90 Yes W.25.2h6.16' 7 Wahl, 156 0-.046 25 270 90 Yea W'.25.'M-16' 8 Wall 236 0`.046:25 270 90 Yes Wi25.2X6.16 9` Wall: 15� 0.046 '25 270, 90 Yes'W.25. 2X6.16, l 10 Wall 30 0.046 25 0 90 Yes W.25.2X6.16 it 11 Wall' 235 0:046 25 0 90 Yes W.25.2X6.16 A2 Wall 50 0.046 25 0 90 Yes W.25.2X6.16 3.3 Roof 1824 0.033 30 n/a 0 Yes R.301-=2.24 Attic Solid Wood 14 Doom 20 0.330 0 0 50 Yes None 15; Floor 1824 0.027 30. n/a 0 No FC, 30.2X10:4 FENESTRATION SURFACES Area U- Act Exterio r Shade Interior .Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC 'Type/SHGC HOUSE 1 Window Front (E) 12.0 0.350 6.306 90 90 Standard/0.76 Standard/0.68 2 Window Front (H). 25.0`'0.350 0.300 90. 90 Standard/0.76 Standard/0.`68 1 Window Front- (E) 25.0 0.350 0.300 90 90 Standard/0.76 Standard/0.68 4 Wi Abw Front (E) 12.0 0.300 90 90 Standard/0.76 Standard/0.68 5 Window Left. (S) ,0.350 - 14.0 0.350 0.300 180` 90 Standard/0,.76 Standard/0.68 6 Window Left (S) 25.0> oA50 0.300 180 90 Standard/0.76 Standard/0.68 'Window Left (S),- 25.0-0.350 0.300 180 90 Standard/0.76 Standard/0.68 :7 8 Door Le':t (S) 40.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 S Window Bapk (W) 40.0 0.12 350 0.300'270' 90 Standard/6.16,Standard/0.68 10 Window Bi,ck (W) :`0. - 0:350.0.300 270 90 .standard/0.16 Standard/0.68 Standard/0.68 11 Window Blick (W) 40.0 0.350 0:300 270' 90 Standard/0:!.76 12 Window Back (W) 28.0;0.400 0:350 270' 90 Standard/0:76 Standard/0.68 13 Window, Back(W) 40,0 0.350 0.300 270 90, Standard/0.76 Standard/0.68 14 Window Back (W) 28.0 0.400 0.350 270 90 Standard/A.76 Standard/0.68 15 Window Back (W) 12.0`0.350 0:300 270 90 Standard/0.76 Standard/0.68 16 Window Back (W)- 40.0 04350 0.300 210 90= Standard/0.76 Standard/0.68 17 Door Right, (N) 40.0'0:400 0.350 01 90 Standard/0.76 Standard/0.58 18 Window Right (N) 25.0;0.350 0.300 6 90 'Standard/0.76 Standard/0.68 19 Window ;Right, (N) 25.00.350 0.300 0`, .90 Standard/0,.76 Standard/0.68 "I OVERHANGS AND SIDE FINS -Window---Overhang =Left Fin --i- --Right AreaLeft Rght: Surface (sf) Wdth Hgth jjp�thj Hght Ext Ext Ext Dpth Tight :Ext Dp'th'Hght ,. HOUSE a ' 1 Win " 12:0 3.0 4.0 2:0. 0.� 3.0 200 "'Y"o SGV 4 ' 3:0 8:0 '.9�10tn/a��„n/a n/a 4 Window :d dow, 5 12.0'3.0 14.0 4.0 4.0 2.0 0.5 3:5' 2.0 0.5 20.0 -3;'6, 1 0 5 0 /4 tl-WtP8��0 = 9.0 n/a n/a , 1.0 24.0 . 9� Q,, �a n%a�) �a Window ` 8 Door 40 6.0 5.7 2.0. : 0.5 0:5 3,05 n/a n/a n?a# '0 s52,4 9 Window 400; . 0' 8.0 5.0 2.0, 0.5 12:0 6.0 n/a n/a n/a . 8.0 9.0 n/a n/an/a n/a n/a "n:/a J.''0 Window 12.0 3.0 ` 4.0' 2.0 0.5' 3.0 200, 3.0 �._._. ,..�...wMn.er-i�+Wrv-..0✓!+"�""i'mr�ini`*.sw.t-.r. ,,"..WMr ....,';'w4:5R4-'r^'..".°:.`-'F�y.iM�J h++.0aary.uewvy.y -, .,.......0 Nrewr.rv�,^'.'�'i F!+J`,y I Parallel Path 'Method Reference Name W.25.2X6.16 Description .. Wall R-25 2x6 16oc Type wall R -Value 25 Hr -s -F/Btu Vraming, R -Value R -Value Material .... FSR.2X6 Type .: .. Wood Description.. 2x6 fir Spacing,,,.... j6' inches on center Framing'Frac.. 0,15. t LIST s , OF CONSTRUCTIGIQ compo NENTS - Material Cavity Frame Name Descriptijon, R -Value R -Value 0. FILM. EX Exterior air film: winter value 0.17 0.17r 1.STUCCO.0.88" 0-875 in stucco 0.17 0.17 3 .. S'1'YRENE.1.'OQ 1:00 iri" p y st rens 4 4,0001 4d.BATT.R21 R-21 batt insul (cavity .= 5.5 -in) 2100 .00. -- 4f. FIR. 2X6 2x6 'fir'' 5.45 !!! 5. orrd 0 0.'45 ' T. FILM..50 Insidenagyrpfilm tssidewaYc FSLM.IN.WLL' i _ 0.45 68" Total Unadjusted R -Valuers 26.48 lb -52 FRAMING NT CULATION ADJVSTMFCAL Cavity ;' : Framiric� Total. ;U -Factor: t1 / 26..:48 0.851 + (�,/ `10.92' x 0.15) _ 0.046 stu/hr-sf-F Total R-Vaiue: 1 T 0.046" a 21.8:1 hr-lat-F/Btu A rrt �....�...., ...... ,, ,.w..r�-v�;.... r,«�w ,,, W.�,•,, "� rr...-, w-wr",.� r->--�y+�,„,;:, ,w'i`.^�:"9'�'r�r;*,t s=tiff "'"";`:'"� ? i w� ,? `hw CONSTRUCTION.ASSEMBLX Project Title.......... LYTLE WILLIAMS; Page 2 Date.'01/0,8/02 09:44';17 't �, _. Parallel Path Method' Reference Name;. R.30.2X12.24 Description .... Roof R-30 2x1,2 24oc Roof R -Value .:....... 30 Hr-sf-F/Btu Framing r, Material ...:. FI.2X12: Type .. ., Descripts.on .. 2x12 fir' 24«inches Spacing ...... on center, ;a Framing'Frac.. 0.10 ral � Sketch of Construction Assembly` 4 LISTOF CONSTRUCTION COMPONENTS Cavity Frame Material Name Description R -Value R -Value 0: FILMExterior 'air f]«m: winter value 0.17 O.I7 .EX 1. SHNOL.ASPHLT Asphalt shingle roofing 0.44 0.44 0.06 0.06 2'.BLDG.PAPER Building paper (felt) 0.'f2 0.62 3.-PLY.0.50 0.50 in plywood 4. AIR.RF.12.00 2.O in (approx) air space: heat flow up 0.78 0.78 Sc. BATT.R30.0 R-30 batt i.nsul (cavity > 9.25, in. I )30.100-�- 11.14 5f . ' FIR. == 2x12 fir' 6. WO011.15 1.5 in. D.F. decking 1 • 55 1.55 I. FILM. IN. RF Inside air film: heat flow straight. up 0.61 0 61 f �, Total Unadjusted.R-Values' 34.23 15.37 FRAMING ADJUSTMENT CALCULATSON Cavit Framing, y Total U -Factor: (1 / 34«t`2 � x 0.90) + (1 / 15.37; x 0.10) - r-sf-F,; _ 0_ 033 Btu/h Total iR-Value: 1 / 0.033 30..49 hr-sf-Ff Btu,�; { yf pp (yp p R l CONSTRUCTION ASSEMBLYPage 3 3R, Project Title::..... LYTLE WILLIAMS Date: .01/08/02 09:44:17 Parallel Path Method Reference Name FC.30.2X10.'4 Description ,. Fioor Crwl R -30 ,2x10 246c Cavity Frame Type Floor,` R -Value 30 Or-sf-F/Btu Framing, O. FILi�;EX Exterior air film: minter value Material FIR.2X10 � Type ..... Wood 2c, BAMR30.0 Description .. 2x10 fir Spacing 24 inches ov, center 0.93 0'.S-3 Framing Frac#,-0.07 4. PET CAR Carpet & pad 2.08 2.08 1. FILM, IN. FL -R LIST iOF CONSTIti CTION COMPONENTS; Cavity Frame 44 Pdaterial" Name 'Desc.�r ption R -Value R -Value `111111` O. FILi�;EX Exterior air film: minter value 0.17 0.17 ; 1. CRAWLSPACE Lffective R -value of vented crawlspace 6•:00 6.00 4} 2c, BAMR30.0 R-30 batt insiil (cavity > 9,;25 in) 30.00 `f ;FIR. 2X10 3. PLY.0.75 2x10 fir 0:75 in plywood 0.93 0'.S-3 j 4. PET CAR Carpet & pad 2.08 2.08 1. FILM, IN. FL -R inside air kilm„ 'heat f 1ow down 0.92 0 : V21 Total Unadjusted R -Values 40.16 19:2;6 FRAMING ADJUSTMENT CALCULATION { ,I Cavin Framing y „_ Total U -Factor: (1 / ti0:10 x 0:93) + (1 1' 19.26 x 0.07) "= 0.027 Btujlir-sE-F Total R -Value;. - 37;28 hr- sf-F./Btu Y' - t. „w �I ; d 'qq lilt lfi=p�..µ.,..u.u:dµuu ti Nr_1:......w •r.Ww� pN,.•w.c..0 w'�"^Ei.-,W"u?^',° .-..+'f»wi::'*�".iJ .. 4xl..w»yy...W_'MY(!,` .� l .�"T. ":-,:.�+ .,.•w^-+"'T'!4W hw.—J.++' +,rt..MfY�"`d?1pst rrv. _��F�'�, �/�"^��.�'^" _ 1!T °$��' �° Department of Development Serviees o Building D!vision ' ° Mr ° 7 County Center Drive Oroville, CA 95965 CSV NKy (530)>538-7541 (530) 538.2140:FAX Residential Construction Requirements t IMPORTANT: This set of plans and specifications MIDST be kept on the job site at All, times and it is :unlawful to Make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and'warkmanship shall be in accordance with recognized good practices and of a:'quality prescribed for the specific use in the 1998 California Building Code (1997 U,BC), 1998 California (1997 U.y.0), '1998 C41ifornia lvlechanical Code (1997 U,M,C'.), and the 1998 i:aliiornia ElOrjtricai Code (1996 NX.,%) t^ The following items areseparated into two categories (general and specific). The 'general" items are for your reference and are not specifically called out on the plans by tha,;plans exatniner. These items MUST be complied with,, if atat licable, and it is the builder's responsibility isi comply., The "specific" items have been keyed to the plans.± Yf an item is inadvertently left out or missed,`'it does not relieve the builder of any, responsibility for code requirements, general c,^ specific. A GENERAL REQUMEMENTS P� A • Guesti:rooms and letbitablc rooms + shall have natural light equal to 10%.of the flo,ir area and natural ventilation equal to 5% of We'alaor area (Sec, 1203, U,B,C. t • ProviProvide required room dimc6ions and ceiling height. (Sec, 110A U.B.C.) • , de lights, switches, and receptacles 6r maintenance of mechanical equipment (Scci306; U.ly1.C.) Approved vent and adequate combustion alt for gas water heater and/or f imace. (Ch. 7& Ch. 8, U M.C) • Provide minimum one 3.'-0".extenor door.(sec. 1003.3,13,U..Bfi,) provide adequate clearance'and type A flue for fireplace/woodstove, ��` • All stairways to comply with U.B.C. section 1003.3, for rise, ant, h tdroom, width, landings and handrails, • iialhvays to be minimum 36" wide (U,B,C 1004.3.3:2), • Underfloor access and ventilation,per Sec,2306.3 & 2306.7, U,B.C, r Attic access and ventilation (UBC section 1505), a Provide approved flashuig at all exterior openings. Provide 18" platform for appliances/eauipment in garage capable of producing aflame, spark or glow, • Provide protection of appliances in gauge from velucular damage. ` Closet lights per N.E.C: Article 410-8. ' �i,M • Provide certificates of conformance for all 91 beams. Provide approved spark arrester at all chimneys/,type'"A" flues, ` • Proyide %"x 10" anchor bolts @V ox, max, and within 12" of all joints. Provide 2'x 2"x3/16" steel plate washer @ each bolt,,(Sec. 1806,6, U.B.C.) Foundations with stemwalls shall be provided will► a minimum of one; number 4,bar at the top of the wall and one number 4 bar at the bottom of the footing: (Sec. 18016.7, 1, U.B,C • Slabs -on -ground with fumed -down footings shall have a tai i. hp, n of one number 4 bar atthe top and bottom (Secdan' 1806;7.2, U.BC.) Guardrails to have minimum 36"'high top,::.i° with intermediate.rails spa6ed !lata 4",sphere cannot pass through (Sec. 509, U.B,C.) Page l of 2 Owners Name: 1 i GL1'Y► Building Permit Number: 41;- Zq ice✓' - ' Plans Examiner: Martha Christy • Veneer per Ch. 14 U,B.C. Exterior plaster — weep screeds kV,B.C, section 2506.5): " • 'Skylights per See,, 2409 &'2603.7, U,B.C. • Protect plastic foam insulation per Sgt. 2662.4, U,B,C, • Ground fault protection shall be required hi all bathrooms, garage; kitchen, wet bar,.and exterior receptacles (NEC 210), • Electrical, mechanical and plumbing construction not plan reviewed' shall, comply With the.current editions of the p S ( p 1 pY_,,:, " National Electrical Code, Uniform Mechanical `Code and I Inform Plii ur Jg Code, Minimum water closet clearances of.15" from its center to sidewah and 24" front clearance (UP.C. 408;6). Minimum shower co►npartment size'of 1024 sq. in. & 30" circle.(U.P>C. 412,7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS L Provide safety glazing in Ali hazardous locations (U.B.C: section 2406), 2, Garage firewall separation - required on garage side, int uding suppoding walls and,posts (U:B:C. section 302,4 exception 3, #3). Install smoke detector's as per die requirements of U.B.C. section.310.9.1. 4. 1 Special roof covering required, class B minimum, ,Provide 2 separnte exits front the thud story (U.B.C. section 1004.2.3.2 exception 44), 6. `Every bedroom shall t►ave at least one operable window or door, YJindowsshall have a minimum net clear openable area of 5.7 square feet. Additionally, the wintlow shall hoc a ntinim►un net cleat openable height of 244 and a minimum net clear openable wtdtli of 20" The �yindow sill height shall not be more flan A4" above the floor (U:B.C, 310.4). k .� l,� COLOR CODE USED ON PLANS _I Blue )engineering Pink * Firewall Green = Braced wall panels Yellow = Important +i COMPLY WI'T'H ITEMS INDICATED BELOW .� ❑ Your parcel lies within, it designated 100 •year floodplain. Finish floor, electrical, H V.A C. equipment and services shall be a minimum of one fool above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Eleuallon Certificate will also be required i , Note: We will normpilly, accept the following as'compliance with the flood elevation requirements: 11 2.. Building is anclroredato concrete stemwall system with conventional anchor bolls. Building plate on fop of stemwall to'bc one foot ar more above the 100-year flood elevation, (Plate height less titan 24" above grade, or engineered design required), 3. Electrical, heating, ventilation, plumbing and air conditioning equipment ru►d facilities located above the plate, 4. A: least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than idsquare inch for every square foot of enclosed area. 5, The bottom of the openings shall be no hlgiier tl►ari 1 foot above grade, 6, Tlie openings may be screehcd or covered with other devices.thatwill permit aUton>atic entry and exitbf floodwater, 4 Piro spriniders are required In this stnrcturo. �) 11us parcel is located within die California Deparia►ent of Forestry and Firc Protection arca Coinptiance with U►c attached CDF fire safe'requirements will be necessary, All structurC5 rind eqU pmern,pcluding overhangs shall be clear of all casements, A set`jack of 32L' froin the side and & _' from the rear properly lines and 20' feet (25 feet if Nederai Aid Route) rn ii did edge of the right of way shall be clear of'structuret and equipment except fora 2 foot overhang. ® 1? ;11,.nsivc soil may be encountered on flus site, Thls condition May require the foundation to be designed by a Ct4+:lb�mia registered engineer or license tuehitect; " Ovines Naim ,. f1 d�1�Y1 `5 Page 2_trf,l „" �. . T _ Bui1din ,peff- `N'' ers s Plang Eatamineet Mdrlha Christy {w .n.n-