The URL can be used to link to this page

Home My WebLink About025-090-060�� rtrtes �33 N�r&oF 025-090-060 c 02-0326 BALDERAMA JOE & VICKI ;23VWILEY WAY, BIGGS CONT: BETTER BUXA�� NSF W/GARAGE025-090-060 • BALDERAMA, J 02-0710 a30 WILEY W BIG OE & VICKI TRANSFER BP#n2 p�7� /G - �L BO8-0323 025-090-060 SECOND DWELB&19K-Mobile Home -ADM TEMP MH INSTALLATION 1080' V 2 TWILLEY WAY Jose Balderama & Vicki Miller PLOS-000:: 025-090-060 TEMP MH AUNT MI Temporary MH AUNT MINNIE PLANNING APPLICAI 438 WILLEY WAY BALDERAMA, JOSE & VICKI MILLER BO8-1294 025-090-060 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE (30'X 50') 230 WILLEY WAY BALDERAMA, JOSE & VICKI MILLER 02S• 09'0-�( BUTTE COUNTY DEPARTMENT OF. DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 240 WILLEY WAY Owner: permit No: B08-0323 APN: 025-090-060 Jose Balderama & Vicki Miller Issued Date: 4/10/2008 By GLB Permit type: SECOND DWELLING 230 Willey Way Subtype: SFD-Mobile Home -ADM Biggs, CA 95917 Expiration Date: 4/10/2009 Description: TEMP MH INSTALLATION 1080' (530) 868-1909 Occupancy: R-3 Zoning: A-40 Contractor Applicant: Square Footage: Jose Balderama & Vicki Miller Building Garage Remdl/Addn 230 Willey Way 1,080 Biggs, CA 95917 Other Porch/Patio Total (530) 868-1909 1,080 FEE INFORMATION Ag Com Building Permit Clearan $32.50 Ag Com Building Permit Clearan $32.50 DBEH Building Review Fee $78.90 DBF MH Plan Check $241.16 DBMSC Mobile Home Permit Fee. $361.74 Total Charged: $746.80 Fees Paid: $746.80 Balance Due: $0.00 Receipt No: B6932 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires 1 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 rile a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 4/10/2008 the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: Contractor's Signature Date 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compansation insurance carrier and policy number are: thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier: Policy Number: Exp. Date: (This section nee not a competed if the permit is or onehundredllars ($100) or ass. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I� I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS �J ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers'X _ C`= - 4/10/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. 4/10/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sigriature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the p;ope owner or am authorized to act on the ifoperttyowners behalf. —4— [��f' 4/10/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N me of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ElOwner ElContractorOR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT "! NO. Bfly # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Las ante., ew-a ylo- Name First ; CACA Mailing Address 230 W City State[ Sq 1-7 Phone G D_/go /gD I ax F JLI�YK:Q. E-mail V ^r n L -A -M 01 A , ce) Y1,1 ARCHITECT/ENGINEER CONTRACTOR Name D Address Zip City Fax State Zip Phone Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name Nw e✓ C yi Address City State Zip Phones 30 - `10 3 - $D Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE :XA n/l'Vi PROJECT LOCATION AP# - OHO - Ot-00 P e s WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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: CX Sq FT- Living �p gD Garage Open Cov ❑ Structure Built without Permits �' J ❑ Proposed Change of Occupancy, (Note previous use): Apr 08 08 05e33p Peggy Miller 775-832-5622 p.l Vicki Balderama 230 Willey Way —Biggs, CA 95917 April 8, 2008 Butte County Building Dept. 7 Civic Center Drive Oroville, CA 95965 To Whom It May Concern, I Vicki Balderama, in my absence, give my son-in-law, H.. Dave McCann, permission to; pick up the building permit, for the Temporary Aunt Minnie Mobile Home, that,I applied for. If you have any questions, or would like to speak to me, you can call me on my cell phone 530-403-8168. Thanks for your assistance in -this matter. Butte County Department 'of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 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 hqp://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0323 Location: 230 WILLEY WAY Parcel Number: 025-090-060 Owner Name: Jose Balderama & Vicki Miller Description: TEMP MH INSTALLATION 1080' Date: 2/25/2008 Phone: (530) 868-1909 Signature of Applicant: 01 del GLS Date: 2/25/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cavy 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. 1. I PERSONALLY PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMEN . (YES R NO) 2. 16;)kAVE 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 CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: TEMP MH INSTALLATION 1080' Reference Number: B08-0323 Applicant Name: Jose Balderama & Vicki Miller Owner's Name: Jose Balderaa & Vic ' Miller AP # : 025-090-060 Signature of Property Owner: Date: Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B08-0323 Location: 230 WILLEY WAY Parcel Number: 025-090-060 Owner Name: Jose Balderama & Vicki Miller Description: TEMP MH INSTALLATION 1080' Date: 2/25/2008 By: GLB Sub Type: SFD-Mobile Home -A] Phone: (530) 868-1909 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS m ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: m t� 4;4 14L ❑ ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. \ Signature of Property yOwner: hod", Date: 2/25/2001 FILE Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: m t� 4;4 14L ❑ ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. \ Signature of Property yOwner: hod", Date: 2/25/2001 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds Ck. 0 0 i 44 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: B08-0323 Location: 230 WILLEY WAY Parcel Number: 025-090-060 Owner Name: Jose Balderama & Vicki Miller Description: TEMP MH INSTALLATION 1080' Date: 2/25/2008 By: GLB Sub Type: SFD-Mobile Home -A] Phone: (530) 868-1909 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. Title: FILE Date: 2/25/2008 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Permit Number: B08-0323 Job Address: 230 WILLEY WAY Contractor: Fee Description Account Number Fee Amount Printed: 2/25/2008 1:42 pm Paid Date Pmt Amt Ag Com Building Permit Clearan �� 0010-460001-4612200-1010 $32.50 2/25/2008 $32.50 DP Adm Perd(it-Temp MH Deposit. 1001-0-280-1011305 DBEH Building Review Fee 0021-540013-4614901-1010 $78.90 2/25/2008 $78.90 DBMSC Mobile Home Permit Fee. 0010-440001-4210500-1010 $361.74 DBF MH Plan Check 0010-4400014210500-1010 $241.16 2/25/2008 $241.16 Printed By: Gwyn Benedict 714.30 $352.56 Balance Due: $361.74 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These flees may change during the plan checking process. Signature: `�I tY , Date: 2/25/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). BUTTE COUNTY SCHOOL FEE CERTIFICATION FORM (One form per Building) Sehgol District: Biggs Unified School District Building Permit Number: B08-0323 Tax Rate Area No: Assessor's Parcel Number (s): 025-090-060 Jurisdiction: Property Owner (s): Jose Balderama & Vicki Miller Project Location/Address: 230 WILLEY WAY County BIGGS Type of Development Residential Development: 0 No Sq. Footage: 1,080 No of Living Mobile Home Addition; -Supplemental to Units Installation Conversion Permit # Cr. Demo - existing 0 g '(No Foundation Inspection) sq. ft. Net total sq. ft. Deed Restricted Sq. Footage: 0 Attach signed copv of Deed Commercial/Industrial: =New Addition Restriction and Notice of Limits se aci av ocument Sq. Footage: Project Des ripti EMP MH INSTALLATION 1080' (Including Exterior Roofed eas 04/03/2008 Building Department R resentative Date District Indentification No. \ In (o (Street f School District certifies that (Payor) (City) I k (State) has complied with the requirements of Resolution No ,�k `` IWD k Lt, I\VA t(?_ C ( representing square feet. qScol District Representative Paid by Check by payment of $ AB 2926 $ FULL MITIGATION $ (Phone Number) q/1 f �� Dat_ e T_- Notice: You may protest the imposition of the fees identified above by sumitting 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. subsequent o the School Districtepresen a ive signing this Butte County Schools Impact klee Certification Form, the Schoo= District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (School District) Yellow (Building Department) Pink (Applicant) DDS—School Fee Form rev'd 3.10.08 CERTIFICATE OF EXISTING SQUARE FOOTAGE Biggs Unified School District - Building Permit Number: B08-0323 Assessor's Parcel Number (s): 025-090-060 Proiect Location/Address: 23n WILL FY WAY RI(:(:c Existing Sq Ftg: 0 MH Replacement: No Existing* Construction Type: TEMP MH, INSTALLATION 1080' Demo Permit Issued?: bemo- Permit Issued Date: Verified by: Comments:AUNT MINNIE TEMPORARY MOBILE HOME Building Department Representative . 04/03/2008 Date f'1VIENT USE ONLY STATE OF CALIFORNIA DE BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM DEPARTMENT USE ONLY NEW DECAL# ADD UNITS USE CODE EXPIRATION DATE APPLICATION FOR DUPLICATE CERTIFICATE OF TITLE ORIG COST PRICE OLD DECAL # SITUS cc Name of Manufacturer Skyline Homers MFG ID# I Trade Name WESTBROOK 3701 Model Name or # -CT Date of Manufacture 05/00/2001 LPT I PPT CA Dealer License # 1 I Date of Transfer to Dealer from MFG 1 ILT Exemption 1 Date First Sold New 05/09/2001 DECAL/LICENSE # MANUFACTURER SERIAL HUD LABEL OR HCD INSIGNIA LENGTH NUMBERS Inches WIDTH Inches WEIGHT DATE FIRST SOLD Pounds liftlifferent than above) LBC7610 OV700501NB UL152154S 528" 144" ONLY BV700501NA UL1521546 552^ 144" ADD UNITS USE CODE EXPIRATION DATE TAX TYPE ORIG COST PRICE CODE YR SALE PRICE PPF O ILT EXT I LPT I PPT I RF DEPT USE RECEIPT NUMBER(S) RECEIPT DATE CLERK'S INITIALS SALE DATE ILT ONLY Registered Owner(s) Last 1. Skaggs, Donald R. Skaggs, Middle John H. MRF (print true names) PEN 1 2. Skaggs, Danny E. Skaggs, Gary L. Mailing Address resr- fwty 3096 Dos Rios Road Biggs State CA zip 95917 PEN 2 Location Address of Unit Street L'ItyState 3096 doe Rios Road Bigs CA zip 95917 Legal Owner TRF TOD (print true name) Mailing Address -Street city State zip DUPT APPLICATION FOR TRANSFER BY NEW OWNERS DUPR IlWe request that the new Certificate of Title and Registration Card to be Issued as follows: Registered Owner(s) Last - firsta I. McCann David SUED (print true name(s) CONF 2. Balderama Vicki REPO 3. It applicable, check one of the following O TENCOM OR EI JTNS O TENCOM AND ❑ COMPRO RREG Mailing Addressree 182 E. Hazel Street Gridley State CA zip 95917 RSF Future Mailing Street PLT Address (if different city county State IpfA than above) Location Address Street City County State Zipof Unit Legal Owner (print true name)Ifapplicable, check one ofthe following O TENCOM OR JTNS ❑ TENCOM AND 0 COMPRMAILING ADDRESS ree I. a e Ip FIRST JUNIOR LIENHOLDER (Print true name) If applicable, check one of the following ❑ TENCOM OR ❑ JTNS ❑ TENCOM AND ❑ COMPRO Mailing Address Street City state ZIP ADD JR/LH ❑ NOTE: SECTION I, "CERTIFICATION OF MISSING TITLE" MUST BE COMPLETED. TO COMPLETE A TRANSFER OF OWNERSHIP. BOTH THE OLD AND NEW OWNERS MUST SIGN THE APPROPRIATE LINES ON PAGE TWO OF THIS FORM. i Page 1 of 2 HCD480-4 dbE : TO 80 80 .,dd ;11 DECAL (LICENSE) NUMBER(S) LBC7610 BV700501NB, 8V700501NA NAME WESTBROOK SECTION 1. CERTIFICATION OF MISSING TITLE The original HCD Certificate of Title or DMV Ownership Certificate (pink slip) was: 10 Lost, ❑ Stolen. If the title was lost or stolen after receiving it from a party other than the Department, enter the party's name here: ❑ Illegible, ❑ Mutilated. A mutilated or illegible title must be surrendered to the Department. ❑ Not Received from the Department. This box can only be checked by the Legal Owner of Record (lienholder, or If none, the Registered Owner of record. I/We certify under penalty of perjury under the laws of the State of California that there are no liens against this unit other than those shown on this application and the statements made on this application are true and correct_ 11We agree to indemnify and save harmless the Director of the Department of Housing and Community Development for any loss suffered resulting from the issuance of said duplicate Certificate of Title. Executed on at Gridley CA _ (City) (State) Signature 6 Printed Name of Person Completing Ce i tion SECTION 11 RELEASE OF OWNERSHIP ANDIOR INTEREST 1. A. RELEASE OF REGISTERED OWNER RELEASE DATE ?Donald R. Skaggs B. RELEASE OF REGISTERED OWNER RELEASE DATE >Johys7�$gg§- - B. RELEASE OF DEALER 5e° EL SE OF EGISTERED OWNER RELEASE DATE > nny E. S�ookagg D. RELEASE OF REGIVERERD OWNER RELEASE DATE ?Gary L. Skaggs SECTION IV. NEW REGISTERED OWNER SIGNATURE(S) 4. A. REGISTERED OWNER SIGNATURE B. RE TION OF LOGAL OWNER DATE > �JW C. ASSIGNMENT OF LEGAL OWNER DATE > date must be entered below. SECTION III. DEALER'S RELEASE OF ACQUIRED UNIT 3. A. NAME OF DEALER DEALER NUMBER B. RELEASE OF DEALER RELEASE DATE SECTION IV. NEW REGISTERED OWNER SIGNATURE(S) 4. A. REGISTERED OWNER SIGNATURE If this transfer is the result of a > �JW sale, the sale price and sale CA, date must be entered below. B. NEW REGISTEROWNER SIGNATURE PURCHASE PRICE C. NEW REGISTERED OWNER PURCHAS Page 2 of 2 HCD480-4 g -d I dbE:10 80 80 Jdb Apr 08 08 01:34p rPv-\ U �J \,/ I/ Vy"L , I fy) Ll C - SEC'S. 17 & 18, T. 18N. R.3E. M.D.B.&M. ce RIO B0WD COLONY, 5 M.O.R. 31 25-09 Butte County Assessor's Map Book 25, Page 09 NOM mese pmosa far anmwrmpd Q* Md aat aysdi16 � "� CRFiOED BY 09 CREATED ON if-iD-2ant REi751D BI OB MWW ON 03-01-100.5 FSnMW 1006-08 ROLL iM &ft Mseaasre OBJoe L s BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 230 WILLEY WAY Owner: permit No: B08-1294 APN: 025-090-060 BALDERAMA, JOSE & VICKI Issued Date: 08/01/2008 By TMP Permit type: MISCELLANEOUS 230 WILLEY WAY Subtype: Private Garage/Shop BIGGS, CA 95917 Expiration Date: 08/01/2009 Description: DETACHED GARAGE (30'X 50') (530) 868-1909 Occupancy: Zoning: A-40 Contractor Applicant: Square Footage: DWIGHT DEATON DWIGHT DEATON Building Garage RemdUAddn 580 FAIRVIEW DR 580 FAIRVIEW DR 1,500 GRIDLEY, CA 95948 GRIDLEY, CA 95948 Other Porch/Patio Total (530)846-2555 (530)846-2555 1,500 FEE INFORMATION DBEH Building Review Fee $78.90 DBF Garage -Wood Frame Plan Che $313.15 DBMSC Garage/Shop/Strge Wood F $469.72 DBSMIP Residential $3.60 Total Charged: $865.37 Fees Paid: $865.37 Balance Due: $0.00 Receipt No: B8153 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License DWIGHT DEATON 510528 / B / 07/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HERE PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (cem nc 000) of Divi ' seaadFiofessions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) sin f I forL.,e 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 X08/01/2008 �01Contra the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: 0 s Sign re Date ❑ 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 W KERS COMPENSATION DECLARATION — OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, by 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ❑I as required CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundreddollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' -Code, X 08/01/2008 cdmpa alio provisio f98C[fon o I shall forthwith comply with those Owners Signature Date pro . ions. X 08/01/2008 I hereby certify that I have read this application and state that the above information is correct. I agree Signa Date to comply with all City and County ordinances, rules, regulations, and State laws relating to building WA G: F URE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal A HALL UBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with DRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the AMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, tr I, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. C to enter thea nli d property for inspection purposes. I hereby certify that I am the rop d"a� a ro ertyownersb half. /01/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency ffht Permittee [SIGN] Pflthe performance of the work for which this permit is issued. (3097 civ. code)er 1:1 Contractor Q Agent for Owner MAgent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY r��° DEPARTMENT OF DEVELOPMENT SERVICES ° BUILDING PERMIT APPLICATION ° OFFICE #: (530)5')8-7541 FAX #: (530) 538-2I40 ° 3��,... ° A FEE WILL BE REQUIRED AT TIME OFAPPLICATION .� Website: www.buttecounty.net/dds N� "PLEASE PRINT CLEARLY" CONTRA TOR . Name Address City �r�/5a / St42? Phone' = = =� Fax E-mail ` i~ Class OyVNER INFORMATION LastNa — Fir me Mailing ress ' City Zip Phone Fax E-mail�- ��T CONTRA TOR . Name Address City �r�/5a / St42? Phone' = = =� Fax E-mail ` i~ Class r PERMIT NO. a_ "T 67H 1 PROJECT LOCATION Property Address c1%L City �S e 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: ®.0 Sq FT- Living arage = V Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office u e on ARCHITECT/ENGINEER Name — Address - City. State Zip Phone ax E-mail State License Number r PERMIT NO. a_ "T 67H 1 PROJECT LOCATION Property Address c1%L City �S e 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: ®.0 Sq FT- Living arage = V Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office u e on APPLICANT INFORMATION Name — Address • D SRA Yes No Phon..e��-f � Fa E-mail r PERMIT NO. a_ "T 67H 1 PROJECT LOCATION Property Address c1%L City �S e 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: ®.0 Sq FT- Living arage = V Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office u e on y: Zoning — Flood Zone SRA Yes No Occ. Type onst. ' BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Permit Number: B08-1294 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Job Address: 230 WILLEY WAY Contractor: DWIGHT DEATON 580 FAIRVIEW DR GRIDLEY, CA 95948 Printed: 07/08/2008 10:17 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-10101 $78.90 07/08/2008 $78.90 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-10101 $469.72 DBF Garage -Wood Frame Plan Che 0010-440001-4210501-10101 $313.15 07/08/2008 $313.15 DBSMIP Residential 1001-0-280-1011298 $3.60 865.37 $392.05 Printed By: Kourtni Graham Balance Due: $473.32 At the time of perm t application, I was advised the above fees are required prior to issuance of the permit. Signature: checking process. Date: 07/08/2008 Pursuant to GovSKmen /kode Secti(fn 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date o¢approvSll of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services 'FIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are,routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. ftp 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, if the permit has not issued, but not after 180 days 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 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/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1294 Date: 07/08/2008 Location: .230 WILLEY WAY Parcel Number: 025-090-060 Owner Name: BALDERAMA, JOSE & VICKI MILLER Phone: (530) 868-1909 Description: DETACHED GARAGE (30'X 50') Signature of Applicant: Date: 07/08/2008 FILE Butte County Department of Public Works J- MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds fd 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: B08-1294 Location: 230 WILLEY WAY Parcel Number: 025-090-060 Owner Name: BALDERAMA, JOSE & VICKI MILLER Description: DETACHED GARAGE (30' X 50) Date: 07/08/2008 By: KCG Sub Type: Private Garage/Shop Phone: (530) 868-1909 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 07/08/2008 -3S -n044 Y1 5 SITE PLAN 7 ..... ..... 7 ..... ..... : .... . ..... . ..... ..... . ..... 7 T ...... ............. ...... ........................ ............ ........................................ ..... ..... ... ..... . ..... ..... ..... ..... :LZ . ... ... ....... ..... . ...... ............. i-4 ; ................................. .. ... .... I.a. .. ...... PROVIDE MINIMUM DISTANCE .. .... ....... . ..... . ..... FROM FOOTING OF STRUCTURE ...... ...... OF 5 FT FROM ALL PORTIONS ...... i OF PRIVATE SEWAGE DEPOSAL _44 SYSTEM I N C U D I N G SEPTIC TANK, LEACH AREA AND PITS I . . . . . ..:............:............j....... ..... ................... ..... ...... ..... ..... . ..... ..... ........... ...... ..... ... ............. ...... ............ ...... ..... ...... %.................%..........-......%.......................€ c/r NOTE SITE CONDITIONS .......................... ............. ki UN L6. %�9v.yu r. ............ ..... . ..... ..... . ..... ...... ...... ..... . ............ . .................. . ........ .. ....... ...... .... ..... ..... ....... . . . . . . . . . . .................... . . ............... ................. ................... ................... ............ ...... ..... . .. ..... ... A 11 0 V F D-1 . ..... ..... . ..... ............ ...... * ..... ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE .. .. ..... ... ..... . ..... ..... ..... ............. ............. CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED ............ ................... ............ ..... ...... ............. PLANS: .......... ..... . ..... EXCESSIVE SLOPES ...... ..... ..... EXPANSIVE SOILS - .......... I ................................ ............. ............ . .................. .... ..... EXCESSIVE CUTS OR FILLS .................. ..... ........................... ALTERATIONS TO NATURAL DRAINAGE ..... ..... ...... ..... ..... . ..... ...... ..... . ..... ...... ............... ............. ..... . ..... ..... . ..... OTHER UNUSUAL SOIL OR GEOGRAPHICAL ...................................... ..... . ..... CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE 2007 cE3c, CMC, CPC, i ................ CEO, AND 2005 CALIFORNIA ...... ENERGY STANDARDS AS ......••..-=I AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. REQUIRED AT FINAL INSPECTION Butte Countv Mobile Home/Manufactured Home Acceptance Certificate. Form 513. Form to be completed by field insnector. Heath and Safetv Code Section 18613 or 1855(b) 101—MFIFO—1 Scale: l*= qOr' CC A^N' APPROVED PLANS AND CALIFORNIA CODE OF PERMIT SHALL BE ON SITE REGULATIONS TITLE 25 FOR ALL INPECTIONS I REQUIREMENTS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT P- I L r. %-; U I-01 C omrrtC, N OTE: I Mmr-%mcm-r,., r %Afklcm is c3c-=t3r-ipoc=ic2t c c-r-im DETERMINING LOCATIONS OF PROPERTY LINES AND FASFMENTR AND MAINTAININr; PFnIIIRFD SETBACKS FROM PROPERTY LINES AND FAREMENTs. A SI-IPVF-Y MAY RE PF-m-iiRF-m IF, DETERMINED NECESSARY BY THE BUILDING rl CC'I f- I A I 111 1 4— T E—Z TIE DOWN SYSTEM DESIGN LOADS: *WIND LOAD-- 15 PSF SEISMIC ZONE 4 -1. THIS TIE DOWN SYSTEM IS DESIGNED TO BE C014STRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. MINIMUM SOIL PARAMETERS: TYPE 5 COHESIVE SOIL, WITH MINIMUM SOIL BEARING CAPACITY OF 1000 PSF. 2. CHASSIS BEAN SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MANUFACTURED HOME INSTALLATION INSTRUCTIONS". 3. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (DS) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 4. THIS PLAN IS INTENDED TO BE USED FOR MANUFACTURED HOMES UP TO (3) SECTIONS IN WIDTH. CONTACT THE DESIGN ENGINEER FOR DESIGNS OF MANUFACTURED HOMES OVER (3) SECTIONS WIDE. 5. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATED -ASTM A36. BOLTS=ASTM A307. _ 6. THE E -Z TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING LOADS: HEIGH HORIZONTAL VE TICAL UPLIFT 18" 2010 (Ib) 6000 (Ib) 891 (Ib) 21 " 1825 (Ib) 6000 (Ib 801 (Ib) 25" 1510 (Ib) 6000 (Ib 664 (Ib) 28" 1419 Ib 6000 Ib 629 (Ib) 36" 867 f lb � 6000 (Ib 385 (Ib) 7. ALL METAL COMPONENTS AND ATTACHMENT ITEMS SHALL BE PROTECTIVE 'COATED. 8• WIlERE.STANDJSPIACED ON A C014CRETE SLAB, USE I /2' CONCRETE EXPANSION A14CHORS TO SECURE THE STEEL FRAME TO THE SLAB. THE PLASTIC BASE PADS ARE NOT REQUIRED. 9, ATTACHMENT METHODS FOR 'C' & "J" BEAMS SHOWN ON SHT. #2. t0. THE LONG DIRECTION OF THE E -Z TIE PAD (37') MUST BE INSTALLED PERPENDICULAR TO THE CHASSIS BEAM. EXCEPTION: AT 10' WIDE MODULES WITH IVY ViifiVVYV YJY- ., V-Y Y-Y\V, ■-VZ YYY- ABESCO- PAD MAY BE PLACED PARALLEL VdbTH THE 3851 FLORIN - PERKLNS ROAD CHASSIS BEAM SACMEKTO, CA 95828 PH: (800) 382-8831 FAX: (916) 383-5207 SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. E= 2' MIN. / II' MAX. VARIES 10'-70' —� EVENLY SPACED BETWEEN E E —moi iTi iTi Ce [) Fl L_J L_J RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER ❑ ❑ (TYPICAL) ❑ ❑ r 10 ❑ D ❑ ' Sta1E01.Ciallb-mi3 ? DepaomlafTE 'nd Ot>rsr�rlun yDevabopTwd .DIVb ES AND STANDARDS r 4 4 nml.q�*f SPAN 1 //•� ft PSI 4powil EI � — -Ti -S-44E-DG" ISYSTr,. �.rrstlu E13UIREME NTS OF SECTION 1336.3 SUBSECTION (a). WAYNE T. POLVADO, PE—LISTING NO. 99001 SHEET 1 of 3 £-Z TIE SUPPORT PAD (TYPICAL) r-+ ,-� l_J L_J CHASSIS BEAM SUPPORT PIERS --SIZE AND SPACING AS REQUIRED BY THE HOME MANUFACTURER. Ui�i� "sVe 1 LENGTH NUMBER OF E -Z TIES E OF HOME 18" HT 21" HT 25" HT 28" HT 36" HT 40' 4 4 4 4 6, t 50' 4 4 4 4 3i TG 60' 4 4 4 6 IN Gl D 9 66' 70' 4 4 4 6 4 6 6 6 10 'r 80' 4 6 6 6 `10 STATE APPROVAL- p ' ENW4EEREO TIEOOWN SYSTEM APPROVED. r • ' SUBJECT TO CORRECTIONS NOTED V. ' d roes not ilp>�frol mq s dl a �s ' Sta1E01.Ciallb-mi3 ? DepaomlafTE 'nd Ot>rsr�rlun yDevabopTwd .DIVb ES AND STANDARDS r 4 4 nml.q�*f SPAN 1 //•� ft PSI 4powil EI � — -Ti -S-44E-DG" ISYSTr,. �.rrstlu E13UIREME NTS OF SECTION 1336.3 SUBSECTION (a). WAYNE T. POLVADO, PE—LISTING NO. 99001 SHEET 1 of 3 INSTALLATION INSTRUCTIONS E -Z TIE DOWN SYSTEM I. PIERS MUST BE PLACED ON BEAM WITHIN 24" OF AN OUTRIGGER OR CROSS MEMBER, OTHERWISE INSTALL WEB STIFFENER ON CHASSIS BEAM. 2. MAKE LEVEL THE PLACE WHERE THE PAD WILL SET, DOWN TO UNDISTURBED SOIL. 3. THE PAD MUST BE CENTERED BELOW THE CHASSIS BEAM. 4. REMOVE THE FOUR (4) NUTS AND WASHERS FROM THE STUD BOLTS IN THE PAO AND PLACE THE PIER. THE HOLES IN THE BASE PLATE WILL LINE UP WITH THE STUD BOLTS. REPLACE THE NUTS AND WASHERS AND TIGHTEN DOWN. I -SEAM 5. REMOVE THE TWO (2) GRIPPER PLATES ON THE TOP OF THE PIER. START THE HEIGHT ADJUSTMENT BY REMOVING THE COTTER AND ADJUSTMENT PINS, PIERS CAN THEN TELESCOPE. RAISE THE TOP OF THE PIER UNTIL THE PLATE IS AS CLOSE TO THE BOTTOM OF THE CHASSIS BEAM AS POSSIBLE. PLACE ADJUSTMENT PIN THRU ADJUSTMENT HOLE AND SECURE WITH THE COTTER PIN. 6. RAISE THE TOP PLATE USING THE ADJUSTMENT NUTS UNTIL THE PIER TOP IS TIGHT AGAINST THE BOTTOM OF THE CHASSIS BEAM. 7. PLACE THE GRIPPER PLATES OVER THE FLANGE OF THE BEAM AND TIGHTEN DOWN FIRMLY WITH THE TOP NUTS. C -BEAMS AND J -BEAMS 8. HEAD OF PIERS REQUIRES THAT TWO (2) TEK SCREWS BE PLACED THRU THE SIDE OF THE BEAM IN ADDITION TO ONE GRIPPER PLATE. 9. FOUR (4) STEEL STAKES (SUPPLIED) ARE TO BE DRIVEN THRU GUIDES INTO SOIL UNTIL STOPS ARE FLUSH WITH THE GUIDE. sl ALTERNATIVE: (2) #12 S.M.S. OR WELD (2) #12 S.W.S.- ANGLE IRON 11/2'k I VF IX, 3/16" NOTE: USE STIFFNER IF OUTRIGGER OR CROSS MEMBER DO NOT OCCUR WITHIN 24" OF STANCHION (TYP) ,WEB STIFFENER -DETAIL e — 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95826 PH: (800) 382-8831 FAX: (916) 383-5207 WAYNE T. POLVADO, PE -LISTING NO. 99001 SHEE 3 of 3 b ' �• I& IL e� -1a� SNS � g a a R7 y %�;g 'n g %�o --1 � x O ^\ a w opp O R v m n OO e R w w C b A . op pQ x ® � 1 m ® a R7 y W �yy � N --1 � x O ^\ a w opp O �irl op n O \ W v N --1 � x O ^\ S opp O R v m n OO �irl W v N • OO Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: Dam M�6\N Qrhc". &\O"V, A. P.# OZ 97 - 010 - o coo Home Manufacturer: 5 L" t% VL2 Manufacture Year: 5 aoo I Model Number / Name: Z -�o I CT - Width: A (ft.) Length: (ft.) FOOTINGS: Wood - pressure treated or foundation gradeKOther:[ ] SUPPORTS: Concrete block [ ] Other:[ ] Provide manufacturer's installation manual,. support blocking requirements and state approved or engineered foundation or tie down system specifications. rita routing oizes ana Locations SINGLE WIDE MULTI -WIDE Line1 -------------------------------------------- Line 1 Line 2 section 1 Line 2 Line 1 ��---------------------------------------------- Line 3 Section 2 \ Line 2 __-------=----------------------------=---- ---------- Line 4 (triple wide only) Section 3 Line 2 Line 1 Piers: Snow Load: Zo psf Minimum size piers: [ X ) Snow Load requirements may be obtained at Spacing maximum: http://www.upstate-ca.com/butte/butte_county/ From. ends maximum: Insert AP #, view snow load in lower right corner. Line 2 Piers: Minimum size piers: [ -;�q' ] X Spacing maximum: p " From ends maximum: I o " Line 3 Roof Loads: . Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 1 Openings: Minimum size pier: [ ) X1 ] Re uired at each side of openings over ," wide ! ��o _ z 1212 - 3?bpi � 2d94�� 9 355 �'i DFS F1iE H1H 9321 ._.. VOL 5EG 4.,.� 1U.• 51 PQ -T-'11.. � x 30# CENTERLINE SUPPORT REQUIREMENTS-- �- — - CAW: 05I04/200 TN15 SHEET iS Tit ltdSt(gTE➢ YTF? Si3�Plt Aicv TG n�� ;t�STt�iiE� }��`d€iAo tar SHEET 1 OF 1 �} ROOF ZONE SNOW L.DAD.,SF-F ABOVE PR!NT FOR LOAD REQUIRC- fit",' u. AND L orA-PIONS_ ( Y4 R� D`5�'Twt� c zs n� �tA. s�} 'SEK- � 9 0 I ! �I , T N)ls 30"n- 3700# 0" n-3700# ,�� 2490 24°Q# 355 30# CENTERLINE SUPPORT REQUIREMENTSTHIS SHEET IS TO 8E iNSERTEED PATH SUPPLEMENT TO PELD iMTALLA710N MANUAL FOR � I wm It - 301 ROOF ZONE SNOW LOAD -.SEE ABOVE PRINT FOR LOAD REQUIREMENTS AND LOCATIONS. ( 34# RW LIT I CIAn 4624-3CX- RE 14H 93,41 ._. VOL. S SEC 4 &L, 51 ?Q-6-71J.. i E H , cc r - ,s h 9. s it 4 H } w _ DP.AN BY : VANWE 05104J�M' c SHEE i 1 of - I - 37D1 -C? t NOTES RESIDENTIAL Cha -0r% 1 C) X(j25-090-660 02-0326 J -. BALDERAMA, JOE & VICKI ,3Z) WILEY WAY, BIGGS CONT: NSF W/GARAGE 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY _ USE PERMIT CONDITIONS _ _ SUB -STANDARD HOUSING LETTER _ i OFFICE COPY i Address t GAS Date Meter By j ELECT R Meter Byl2t:1 I JOB FINALED (Date / — Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope ,(�.�L angers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth'`_ t Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth �a8._Fir place Ties or Type A Flue -Fireplace Throat Clearance, 4. Ftg., Porches & Decks; Soils -Steel-/ P' Fig. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel- Blockouts-Wrapped Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped rage Fire Protection Framing 6a. Hold Downs pnd Special Anchors operty Line Firewall & Openings 7. Slab, St Wrapped . Doors -One 3' -Check Garage 3rd Story, 2 Exits Pi Fireplace Ftg.-Steel Si Irs; Width -Headroom -Rise -Run -Landing -Fire Protection D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer TestP ood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test A Siding -Nailing Veneer •.y VZZ11. ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Ffenums & Ducts; Clearance -Material -Support -Ins. rders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date L MBING (Permit) OK except #'s 1701'eter Htr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D .V.; Test Fittings & Anchor -Nail Protection 77A>% 20. Shower Pan; Test, First Floor -Tub Access 21. 4t Tub & Shower, Second Floor -Tub Access aVrGas Pipe; Sixe & Anchors Date , ('� Date Card B-1 _ Date Card B-1 Card B-1 Date, Card B-1 Date E CTRICAL (Permit) OK except #'s Date ure & Transformer Clearance -Ins. Protection Date c. Receptacles Spacing -Lights & Switches at Doors 10 QZ r . tom t t Boxes & No. of Conductors Stapled x Installed Close to Edge of Studs & C.J. ip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size PFI S eed' Wire Size / / ga. Cu or AI-A.C. Wire Siz C or Al Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No 43,005mtt vice -Riser Conductors & Ground Main Disconnect �e Equip. Clearances Panels-Motors-Mech. Equip. !!,7 hes Closet Light -Shower Light -Spa Light ° .. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date' fC`HANICAL (Permit) OK except #'s Ducts Insulation & Support Fan, Exhaust above insulation 3Y.' P(ndensate Drain & Overflow, Size & Grade - . F rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 190"Attic Access & Platform if Furnace in Attic X57- Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access G ng Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels It., 61. Insulation -Walls -Ceilings 62. 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 Steps -Door & Sidelight Protection -Landings oke Detector Furnac Vents -clearance -Comb, Air -Connector-, Ine; Above Floor-Ducts-Mech. Protection .I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 6. tairs & Rails 36+F' place or Stove, Clearance -Hearth . E!qc. Outlets at Wood Panel, Int. & Ext. xt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 4 Garage Fire Door; Swing -Landing -Closure 36—A.C. Duct in Garage -Damper QDvtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. .�Idarage, Above Floor-Mech. Protection P ., Elec. & Mech: Equip. Listed for Location 7 . �Wc. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 99+ 2�ard Rails & Deck Construction -Post Caps 840"Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 88. Following Insild./Drive J Yes J No/Walks D Yes D No/Planters D Yes J No 4& Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86 ter Well, Disconnect, E rical, Plumbing xterior Elec. Trim, ,. .I. Receptacle -Underground EV Veptilation Throughout House qKq6rr_pctions from Previous Inspections s Test -Meters Tagged, Gas -Electric ter &Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates /, i ddress Posted Dated, ( j , W- Card B-1 U Z_ =V r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Ot�rd B-1 Date Card 6-1 Date Card B-1 Date Card B-1 - Date oOOFRAMING (Permit) OK except #'s ills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound ` Bearing Walls over Girders & Floor Nailing 43,005mtt Stop in Walls (rat proof) F Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing .. y.. •x X57- Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access G ng Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels It., 61. Insulation -Walls -Ceilings 62. 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 Steps -Door & Sidelight Protection -Landings oke Detector Furnac Vents -clearance -Comb, Air -Connector-, Ine; Above Floor-Ducts-Mech. Protection .I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 6. tairs & Rails 36+F' place or Stove, Clearance -Hearth . E!qc. Outlets at Wood Panel, Int. & Ext. xt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 4 Garage Fire Door; Swing -Landing -Closure 36—A.C. Duct in Garage -Damper QDvtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. .�Idarage, Above Floor-Mech. Protection P ., Elec. & Mech: Equip. Listed for Location 7 . �Wc. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 99+ 2�ard Rails & Deck Construction -Post Caps 840"Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 88. Following Insild./Drive J Yes J No/Walks D Yes D No/Planters D Yes J No 4& Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86 ter Well, Disconnect, E rical, Plumbing xterior Elec. Trim, ,. .I. Receptacle -Underground EV Veptilation Throughout House qKq6rr_pctions from Previous Inspections s Test -Meters Tagged, Gas -Electric ter &Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates /, i ddress Posted Dated, ( j , W- Card B-1 U Z_ =V r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: W6OK1 0 = Not OK - = Not Applicable =Not Ready {;BCH e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B -1 - MISCELLANEOUS Date - DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- 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 FINAL (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 in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE ,y ''`}"z• BUILDING DIVISION ',DEPARTMENT OF DEVELOPMENT SERVICES .4QWain Street - Chico, CA - (530) 891-2751 71go iy Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER x PERMIT NO. a t A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is i completed. If you have any questions pertaining to this matter, or need additional explanation, :r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street -• Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 •-� CORRECTION NOTICE I L,f Jb"/_'14/1 /_1 T)7 - U OWNER - PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, /please c t (this office immediately. (� . Ail— w4 C CALL S0j Date . QZ Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street r Chico, CA r (530) 891-2751 7 County Center Drive r Oroville, CA • (530) 538-7541 CORRECTION NOTICE , OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pl ase contact this office immediately. ®r 0 L-7LTS le t !1 i Date `-�� Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 4 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE fi- L OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ` above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, =a R contact this office immediately. REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA's (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 u CORRECTION NOTICE '} 3 'F OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is ` completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 2} 1 :Ti i (Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. APPLICAtioN AND PERMIT 02-0326 ASSESSOR PARCEL NUMBER 025-090-060 ZONING BUILDING PERMIT OWNER JOE & VICKI BA D R -898-6831 TELEPHONE SQ. FT. OCC. BUILDING VALUATION 2312124848 . OWNERS MAILING ADDRESS PO BO 908 Ai 16344 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE - 497 R 26838 54 C 702 CONTRACTORS MAILING ADDRESS 5263 ROYLA OAKS DR, DROVILTE 9-5969 1090 Ci 14170 CONSTRUCTION LENDER Firoflace LENDER'S MAILING ADDRESS TAM Valuation $ 175774 ARCHITECT OR ENGINEER LICENSE NO. Flln Fee $ 20.00 Permit Fee $ 905.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 588.75 BUILDING ADDRESS ® WaEY WAY \ Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1 537.25 LOT NO. SUBDNIS IONS NAME PARCEL M PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF P Duplex ❑ Mobilehome ❑ Other S FY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 0049-00 TYPE OF WORK New 9( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Othe Describe Work: NSF W/GARAGE COV DECK STOR GE ABOVE GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w @20.00 PERMIT FEE $ 208.00 \ ELECTRICAL PERMIT I Fling Feel 20.00 "OVR LESS Main Service p0A OR LESS 23.00 2 00 ! LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Ch ter 9 (commencing with Section 7000) of Division 3 of the Business and Professions C e, and my license is in full force and effect. 1 License Class Lic. No. z3.2 OWNER -BUILDER DE ARATION �. I hereby affirm under penalty of perjury that I e exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my emplo es with wages as their sole compensation, will do the work, and the structure is of intended or offered for sale. ❑ I, as owner of the property, am excl sively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. Bibs. SO 3.5¢:130.00 NON.R °E, ID. MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ ,.� BAL p .50 MID APPLNS. OR Ex. Occup. ourLETs REBID. Ea 5.00 m orar Service 23.0023.00 Mo ' e Home Facilities 20.00 Misc. 'Wirina 23.00 PERMIT FEE $ 196.00 WORKERS' COMP NSATION DECLARATION I hereby affirm under penalty of perj ry 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. la I 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 31 -A -(r FOOD Policy Number iS'6k 7V 5" (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' co p nsation provisions of section 3700 of the Labor Code, I shall forthwith co I wit those provisions. n. LE�frt,4T Date I "/S--10.- X Gam✓ tae Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHA ICAL PERMIT Fling Fee 20.00 Heating .29-00 Cooling Hood 6.50 Ventilation 3 4.50 113.50 PERMIT FEE S 69-00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 2 .052.25 qZ. MP FLOO CDF PAR PD HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above r w ich fees have been paid. B DDat9e�'� EXPIRES ON �GfL� ✓ Date Receipt No. 343227/$1973.17 IVPERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR /PINK -INSPECTOR GOLDENROD- PLICANT 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) APPLICATI®N AND PERMIT ASSESSOR PARCELNUMBER 025-090-060 ZONING BUILDING PERMIT OWNER JOE & VICKI TELEPHONE SO, Fr, OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS P.O. BOX 3211, CHICO, CA 95927 cell 521-1702 CONTRACTOR'S NAME TELEPHONE owfflm CONTRACTORS MAIUNG 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 $ SUILDINGADDR W= WAY BIGGS Energy Plan Checking Fee $ $ PERMIT FEE $ 20.00 LAT NO. SUSDNLSIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 1X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TRANSFER BF- 9-0396 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos 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 Professions Code, and my license is in full force and effect.PSING 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 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 0 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 f with with those provisions. - X Date `� 7 -0Z_ Applicant - Owner Contractor ❑Agent Si a�HA -An permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOooA 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. BUDS. s0 3.5¢x, T. NON.pESID. MULTI.OLmFr @7,50 8 E OUTLET CTR. OWERLAPPARATUS 20Q1•0° Ex. Occup. OUTLET oRFIXTURES BAL @ .so Ex. Occup. GF'x„T;�°rs qaD) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE : 20.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE s 20.00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 80.00 HAZ. D. FEES IMP FLOOD CDF CE Is This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated aboveAr which fees have By PERMIT EXPIRES ON applicable provisions to do work been paid. �y Date v[_ ee Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E Wyn�.nw;i?� .4�i �,1�Y"•;,T�F'..a MV...'riac+`r'--s+a—^ -w: •p,.. u:r.., r+'*S�*.,g!++'^E�i.?'k✓h��jr��;�°"`._.. -,+.,...�......mi,4'��`}:+SG'•Z"fYiY�i.^�,c14•��s'f.`>�iie �E,.�:,- 'aIX, COUNTY OF BUTTE-DEPARTMENODEVELOPMENT SERVICES -BUILDING DIVISION r � ; 7 County Center Drive, Oroville,:CA 95 651 hone (530)538-7541 Fax (530)538-2140 PERMIT A%IC#ATION DATA SHEET OWNER: ( i c) elA 608 AsV%tRPARCEL NUMBER CJ2S �t� ��LOV Proposed Building Use: S F---`+ (7",q /A 01 e... Counter Technician:—Date:�— Items required in order to apply for a peimiV All boxes MUST be checked OR marked NA in order to apply. y L. Plot plans, 3 or 4 sets, signed by the preparer,of the plans. 902. Complete plans, 3 or 4 sets, signed by�the preparer of the plans. y, 'W 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 04. Engineered truss details and layouts in duplicate. No faxes! -U15. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 0:;7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed. by the en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be w indexed and returned to the plan review line-up when required items are received. r Date Received By O\ 8. Flood Elevation Certificate wet -stamped and sigtiedjn duplica................................ -•' 1j--9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... 10.11. Detached Accessory Building Form filled out by the owner.........................�.,........ ❑ 12. Hazardous Material Form.................................................................... ❑ 13. Other Remai g items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due SheetY.15f....�.-3 .... 4� ,n! 5. Statement of Intent for Non -heated and A/C Buildings ...................................... A"17.. anitation and plot plan approval from the Environmental Health Department in t G ✓L / 6L City of Chico Plumbing permit............................................................... ........ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... X ❑ 19. Planning approval for (A) Use: C> 1�<, (B)Parking: (C) Parcel Check: 2';;—U 2 ' ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... - d 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ............................................. 1 ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑, k. Letter of Signature authorization.................................................................... flkd27. Recorded copy of Agricultural Acknowledgment Statement .................................... `a ❑ 28. Manufactured home utility clearance ...........................1.k ....................n............. ❑ 29. Existing violations and/or expired permits......................................................... 0. ❑ Grant Deed, ❑ H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ , 31. Other: When issued Tele hoand hord fne r ick I have been informed of --the above items and requirements for obtaining a building permit. Applicant: \.� au��.--; >� 4'�!1/l�c�C C OrlDate: a ' /S- IJZ. 1. Index permit application for the above items numbered: �� j Plan Check Letter 2. Additional items required _. _Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑.counter, by Date: Contractor, designer, ow ,was advised of the above ata by El phone, ❑ mail, ❑ counter, by Date: Plans reviewed by:'" Date: Plans approved by: _Date: Structural reviewed by: Date: is Structural approved by: %7, Date: 41aloZ Note transfer by: Date: Yellow: Building Division TO: I Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other y Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 1 y E.N. USE ONLY Plw Plan Attechad Floor Plan Ater ad Sant to G.D. / 4710 Location AP# I �Water Sup l Public Private We11 d , 1 lel f 7] A - � /aRQ6� Date 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 PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES I a�'�ha1ls4- (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360 Units Commercial (sq. ft.) ...................... 4. URBAN AREA FEES Residential ............................ Commercial (Sq. ft.) ........... Sq. ft. # Units Sq. ft. 5. RECREATION DISTRICT FEES x $0.03 = $ x =$ Amt. x =$ Amt. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) y. 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 DATE !a. I S —6 2-- REC IPT DATE REC. C 3 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 Pursuant to Government Code Section 66020, you are 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) z.� (yr .. •r -c.••..,,..1 -a..- ..r.r�' ^^a,,.. •.r. R,. ....YHr, tT:, Mb7 Y'r��-.. w.Xr71h.. .. i �r^ i _ � tiF.; -i BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District /�v` Building Department No. A.P. Number �.S r v / D�ojurisdiction: City County Property Owner Property Location/Address Subdivision Residential Development -r. ( Commercial/Industrial al Lot Nor'" ............................................................................................... .................. Sq. Footage v No.o Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)' ... ......................... 0 New Addition inuur vans reviewea oy acnooi uistnct Sq. Footage (Including Exterior Roofed Areas) Date District Identification No. (Jt� ulJlt a _/ 7 School District certifies that 1✓1A (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing" — square feet. r �U School District Paid by Check # 3Loj `� Remarks: C -S101 by payment of $ 14, z3 , 6b J'AB 2926 $y �,� icr- FULL MITIGATION $ s Ile 14'Z-/"U4 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10198)dmm OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sib. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO O 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: 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 ` A0 rz, -'%ef -?57y Fd SaC' _Bu ick i L4tAn.11 LA SIGNED: U �, PROPERTYOWNER: DSC �� 1 SOCIAL SECURITY NUNlMER: ' - DATE: 3';L -7 -OZ NOTE: This Owner -Builder iVer(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. rs� OWNER BUILDER INFORV ATION I 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 parry 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 5300 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 emplover, 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 tinder 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 contactor 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 carless 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. IIMicrely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: Tit is Owner -Builder Information is required by Section 19830 of rhe California Hea1t6 and Safety Coda OVER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVELLE, CA 95965 COPY of Document Recorded 08 -Mar -2002 2002-0011781 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 gdor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL I: LOT 4, IN BLOCK 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, CALA", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE 31. EXCEPTING THEREFROM STREETS AND ROADS AS PLATTED AND RIGHTS OF WAY FOR NECESSARY DRAINAGE AND IRRIGATION DITCHES. Date March R, 2nm PROPE Y• /� State of Californ' ) County of ) On rghu. bac before me, personally appeared 10S,, "bC?Lr- cQ,, , t s- 1 W I I Zf T(- 1(%43 /;n4 Personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signatu0FSeal: A.P. # 015 — 0 90 " 0(o() *' SHERRI L. ELDRED COMM. # 1244813 NOTARY PUBLIC.CALIFORNIA n BUTTE COUNTY 0 IF COMM: EXP. DEC. 6, 2003 wa- I SITE PLAN REVIEW APPLICATION Date: a --2-S- O"L AP4 60 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: A C— Owners Name: A L� 6,tZ a"r_ A J 011E V 1 G 1L Owners Address: 1�0'� 3 Zl G N 1 G O C,A Telephone No.: H �� 8 Li 13 D %v K. 8 5 8 3 Situs Address: W I L -G y l.J% 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 ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date 2' -L1; — e� Z Page I of 5 ALL ITENIS CHECKED APPLY TO THE PROPERTY Parcel Is In: 11\ ❑ 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) ❑ I00 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: O 'i 0 G Index Date: 6-8-98 ❑ 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) ❑ C hapman/Mu I berry (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 F-1Agricultural Acknowledgement Statement Zoning: A _ H C) 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 !S G> C Side 2 S Side Street Rear Ztj 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 4 Applicable Development Fees: 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 f IN Subdivision Map/Parcel Map: yzt o, %o,,j �-T c Gu 'i -o N Map Date of Recording: Lot:_9 Qi -K 2 ❑ Use Permit,Minor Use Permit Permit Number: Book: � Page: 3 i 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. ❑ ivleasures 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 U Summary of Specific Requirements: Nd),Com'. 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 9 OT °°° RESIDENTIAL PLAN REVIEW GUIDE o c SINGLE FAMILY, DUPLEXAND r.'. n_ MISCELLANEOUSONLY ..O%vrer. Building Permit Number: -6 3 Plans Examiner': �iRda SSi.ryson t1. P. Number: a -5 GE, ER-kL: Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. e Existing violations on the property. Recorded notice of violation. ,6 Building permit valuation. LOT PLA.N: 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 ❑ SR_a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). LO*,,'* of natural fight and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable irca of 51square feet ne minimum net ` clear operable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". l When %indows are provided as a means of escape or rescue, they shall have a finished sill height not more than t 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.'). Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 Leet measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 Leet in anv 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 %%hich 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). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. of is a room compartment or alcove opening directly into any of these (Uniform Mechanical Code seta 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (-nifor-n Building Code section 312.4). Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2). • Smok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). $howtir compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). or concrete foundations that shall be of sufficient size to support Bearing walls shall be supported on masonry all loads (Uniform Building Code section 1806.3). TRUCTURAL DETAILS: 1 Braced wall panels shall start at not more 8 feet from each end of a braced wall line. Braced wall pan than els 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 anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. 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. 0 Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Braiding Code Table 18-I-C�. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fueplaoe construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). Stud h ' High expansive soil - special foundation design required. Retaining walls requiring design. Gypium wallboard nailing inspection required. 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. Electric, heating, ventilation, plumbing and air conditioning equipment and other sen•ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. NIISCELLANTOUS ITEMS: t irway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). ardrails (Uniform Building Code section 509). de or stone veneer (Uniform Building Code section 1403). ior plaster- weep screeds (Uniform Building Code section 2506.5). of pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). m insulation - protection. halls and stairways (Uniform Building Code section 100.4.3.3.2). o exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). derfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). c access and ventilation (Uniform Building Code section 1505). nd requirements. rgy design compliance and supporting documentation. F responsible area requirements. DING PERMIT REQL IREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprin1Jers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. P2ee = ')f March 29, 2002 A Department Joe and Vicki Balderama P.O. Box 3211 Chico, CA 95927 Assessor Parcel Number: 025-090-060 Building Permit Number: 02-0326 of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services Thank you for submitting the plans.for your building project. These plans have been reviewed, and.the plans examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: WV Your ceiling in the garage must be protected by one layer of 5/8 sheetrock on RC channel at 16 inches on center (your trusses are 24 inches on center) or two layers of 5/8 sheetrock (staggered) on framing that is 24 inches on center. All supporting walls must be protected also. I have made a note on the plans. 6"ur newest energy calculations still call for a heat pump for heating a cooling. However, they call for this to be a split system, the air handler in the attic, the condenser unit outside. Typically heat pumps are one package unit. If this is what you intend to use, please provide the manufacturer's listing for this split heat pump system. If you do not want this type of system, please provide new calculations depicting what you have decided to use. Also, the new calculations still call out two water heaters in the house. I eliminated the water heater on the left side of the house. Please have that revised on the calculations. STRUCTURAL COMMENTS: Truss G2 in the garage is supported on the interior wall. Please provide a foundation under his vide wall. Proadequate support for the G3 girder truss in the garage. ✓ . Please provide a new calculation for the porch beam that will support the breezeway beams. Provide number 2 shear walls along wall line B as specified in the structural calculations. /The plans show 1/2" gypsum board braced wall panels. L8/Provide boundary nailing and straps to the truss over the study along wall line C as specified in the structural calculations. It appears that the calculations for wall line C on page 3 are actually for wall line B. Please revise the calculations to show the correct wall line. 1 of 2 j6`_'Provide PHD2 holdowns at the 7.5' long shear wall panel along wall line B as specified on page 4 of the structural calculations or revise the calculations to specify the STHD10 Toldowns shown on the plans. he calculations for wall lines C and D indicate 27' of shear wall. The plans show 18' only. It appears that the braced wall panels along wall line D were included in the unit shear calculation. Please revise plans and/or calculations.to match. �''«"a� cm.z.r�n•�+s T1D �'� rv/ ParLM l S t on/ Pr"A, Es✓V6�/ fz. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner Cc: Jim Pursell, P.E. (S 4'u� Philo Hunt, P.E. Plan Check Engineer 2 of 2 ON March 21, 2002 Re: Balderama job John: Philo has not done his review of the plans yet because we do not have the correct plans. I have not done a complete plan check either. As the plans are drawn right now, we will need the garage plans separated from the house plans and 2 permits. If you are joining the garage and house, please provide new plans, stamped and signed by the engineer along with a statement from him that the new design conforms with his original design calculations Thanks, Linda Simpson Plan Checker March 19, 2002 0 46 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Joe and Vicki Balderama P.O. Box 3211 Chico, CA 95927 Assessor Parcel Number: 025-090-060 Building Permit Number: 02-0326 Thank you for submitting the plans for your building project. These plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the PLAN REVIEW RESPONSE FORM, enclosed for your convenience. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Your plans show a heat pump outside, your energy calculations call for a split system. Please coordinate. Your plans call for an air handler in the attic. Are you installing two heating systems? 2. Please have your energy consultant include all glass doors in his calculations. None of them were included. 3. Please show the 1 -hour construction between the garage and the storage room above. This separation must be horizontal and vertical, and completely separate the two areas. 4. Mr. Starr indicated to me today that a breezeway will be constructed between the garage and house. Please provide 3 sets of new plans showing this breezeway and its construction. The engineer must stamp the plans. STRUCTURAL COMMENTS: 1: Please provide a section through the house from side to side so that we may see how the roof and ceiling tie together at the ladder -framing portion. The front to back section provided does not'show this. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 1 of 2 Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer'. 2 of 2 October 15, 2002 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Concrete Cracks, Balderama Residence, Wiley Way, Biggs, CA A field inspection of the concrete cracks in the front porch slab and footings was performed on the evening of 10/10/02. The property owners & the contractor were present at the time. The roof load carried by the posts resting on the perimeter porch footing is not substantial. The cracks in the concrete do not threaten the integrity of the structure in the opinion of the engineer. A probable explanation for the cracks is settlement of the footings which occurred as the heavily presoaked soil supporting the footings dried and contracted. Thank you for your consideration. Sincerely, Jim sell, P.E. Spoor, Cheryl From: Balderama, Jose abalderama@csuchico.edu] Sent: Tuesday, March 26, 2002 8:22 AM To: 'fdavis@buttecounty.net' Subject: Building Permit Access Tuesday March 26 Mr. Davis, I am sending this e-mail do to a concern I have regarding access to my building permit (which is in progress) by others that are not representing us. My wife and I are acting as our own contractor and had designed our new home ourselves. We hired Bette builders- John Starr to draft our design and do the calculations and engineering. As a favor to us John Starr delivered the plans to your Department and inadvertently signed on as our contractor. We contacted you office when we became aware of this error. We were advised to submit a letter of correction and that our plans would reflect that my wife and I should be contacted regarding our permit and not John Starr. Mr. Starr presented himself at our home with a set of plans that he had gotten from Linda, one of your plans examiners. He had a list of corrections and new drawings regarding our home. Our home was designed with a detached garage, but is now attached to comply with a request by the examiner. We were aware that there would have to be a second permit for the garage since it was detached, and we were under the impression that our plans as submitted would suffice for both permits. The house has been redesigned to comply, and since we would like to get this home built we will live with the changes submitted. Our concern is with the easy with which John Starr was able to gain access to our plans before we were notified and hope that this will not happen again. Your assistance in this matter would be greatly appreciated and we are not seeking any reprimand of any of your employees, only that your office comply with our request as we are trying to comply with yours. Sincerely, Jose and Vicki Balderama Building site in the Rio Bonito Ranch Willey Road. I visited you office yesterday, but no one came to the from desk. This was around 12:30, and there was another elderly gentleman waiting. 0�� MAR 2 n 2,,02 BUT,r COurI1Y RL.APjN1;'iu DIVISION 1 Ro�rte o 0 PgrJB PA C3 CSCa FftR:a&, Mar -14-02 11:19A John Starr (530) 589-2942 P.02 BETTER BUILDERS CONSTRUCTION, INC. John J. Starr, License No. 323225 5263 Royal Oaks Dr., Oroville, CA 95966 Phone(530)589-2574 Fax(530)589-2942 March 13, 2002 Butte County Building Department Attn: Alice 7 County Center Dr. Oroville, CA. 95965 RE: Balderama permit Better Builders Construction, Inc. is not the $eneral contractor for the Balderama's new house construction on Wiley Way in Bigggs. We will be acting as a subcontractor'for Joe & Vicki Balderama. Joe & Vicki Balderama will be acting as their own general contractor for thispproject: Please remove Better Builders Construction, Inc. from the permit and add Joe & Vicki Balderama to the permit. Sincerel , John J. Starr Better Builders Construction, Inc. Jose & Vicki Balderama P. O. Box 3211 Chico, CA 95927 March 12, 2002 Butte County Building Division 7 County Center Drive Oroville, CA 95965 To Whom It May Concern: Re: AP # 025-090-060 I am writing this letter as directed by one of your employees to correct an error regarding the primary contractor for our new home. Better Builder's was hired as a sub -contractor to draft and engineer the plans of our perspective home, of which we personally designed. Better Builder's delivered our documents to your office as a convenience to us and inadvertently indicated that John Starr was to be the primary contractor. I am requesting that the general contractor, John Starr of Better Builders, be removed as the primary contractor of our project. My wife and I, as the homeowners, will be acting as our own general contractor on this project, and will be hiring licensed subcontractors to do the work. ' Please contact us if there are any further questions, or when our permit is ready to be issued. We can be reached at the following phone numbers: 530-898-1150 Home 530-898-6831 Jose work 530-521-1702 Vicki cell 530-864-3685 Jose cell Thank you for your assistance in this matter. J ?Balderama. MICHAEL MOONEV 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9=30-05 530-533-2131/FX 534-0902 Butte County April 5, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95966 Re: Balderama Special Inspection Apn. 025-090-060 Permit # 02-0326 On this date my office made an inspection of the footings to see if they had been presoaked to point of saturation. All the footings had standing water in them leading me to conclude that the soil was saturated:. r. Thank you for your consideration and patience. Yours, �pEt MO�q�F� 0 `My CC F OF V IO'd L pp. April 3, 2002 l� Z �J Butte County' Development Services Dept. n Building Division 7 County Center Dr. Oroville, CA 95965` RE: Foundation Footing, Balderama Residence, Wiley Way, Biggs, CA This letter is submitted to your offic to verify that construction of the footings, in accordance with the plans, on the recently placed building pad is acceptable in the opinion of the engineer. Thank you for your consideration. Sincerely, / Jim Pursell, P.E. Essro �p9P ti1ES lF ti N C 609;4 65fP iz��i/�! 9rF QFCA 0%(Opy 1 }i Zb6Z-689 (OES) -4-Ae4S U40C VS0=11 ZO-01-XEW Xe c ,, SAN l" CERTIFICATION OF INSULATION WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS, INC. LOT # ` - J)a f V GCS `j 1 �� 1 �^ V --.``/ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 ❑ 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC#202026 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BAITS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R -VALUE INSTALLED APPLIED THICKNESS R -VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SQUARE FOOT R -VALUE INSTALLED APPLIED THICKNESS 0- KNEE KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R -VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, NDARDS AND REGULATIONS MftATURE SILATI O T C SIERAL CON AC R TITLE YM "DATE TITLE '] I n�) 0 DATE REMARKS WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy HEW •�� - A PA Certificate of Conformance Certificate 054074 THIS 1S 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 NER•48E 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 IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members 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 6A program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by 4. AUL Thomas G. Williamson Executive Vice President —� ENGINEERED moD SYSTEMS Is a related corporation of APA—THE ENGINEEPEO WOOD ASSOCIATION 701t South 19th Street- P.O. BOX 11760 - Tacoma, WA 96111.0700 Telephone: (253) 56$.6600 - Pax Number: (2$3) S6S-7295 70 39hd ONI SGOOM Nd3.LS3M Z098U680E9Z LZ t,i 7100Z1801L0 TABLE OF CONTENTS TOC Project Title.......... Balderama Date..03/30/02 07:42:19 Pro'ect Address W"i1 W R" B t C 1******* ........ CY. io on i o o �a ©�� Biggs, S, CA *V6.01* Documentation Author...' Steve Nelson ******,* i Bu' ding Permit # Better Builders Construction '/G ( 5263 Royal Oaks Dr. I Plan Check / Date Oroville, CA 95966 I I 530-589-2574 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. � c MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZ11S92 Program -TOC User#-MP2019 User -Better Builders Construct Run -House i TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 FORM C -3R ................. 11 HVAC SIZING ............... 14 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Balderama Date..03/30/02 07:42:19 Project Address........ Wiley Way, Rio Bonito Col******* Biggs, CA *v6.01* Documentation Author... Steve Nelson******* I Building Permit # Better Builders Construction Ij 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 I 530-589-2574 I Field Check/ Date Climate Zone........... 11 i Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 1 MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run -House GENERAL INFORMATION Conditioned Floor Area..... 2312 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 18.4 % of floor area Average Glazing U -factor... 0.48 Btu/hr-sf-F Average Glazing SHGC....... 0.37 Average Ceiling Height..... 11 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 AT DORMER Floor Wood R-19 R-0 R-19 0.037 FLOOR Roof Wood R-11 R-27 R-38 0.025 Attic FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (N) 18.0 0.400 0.350 Standard Standard Yes Window Front (N) 18.0 0.400 0.350 Standard Standard Yes Window Front (N) 18.0 0.400 0.350 Standard Standard Yes Window Front (N) 18.0 0.400 0.350 Standard Standard Yes Window Front (N) 18.0 0.400 0.350 Standard Standard Yes Window Front (N) 14.0 0.400 0.350 Standard Standard Yes Window Left (E) 4.0 0.400 0.350 Standard Standard Yes .Window Left (E) 16.0 0.400 0.350 Standard Standard Yes Window Left (E) 12.5 0.400 0.350 Standard Standard Yes Window Left (E) 12.5 0.400 0.350 Standard Standard Yes Window Left (E) 6.0 0.400 0.350 Standard Standard, Yes Window Left (E) 6.0 0.400 0.350 Standard Standard Yes Window Back (S) 16.0 0.400 0.350 Standard .Standard Yes Window Back (S) 18.0 0.400 0.350 Standard Standard Yes Window Back (S) 18.0 0.400 0.350 Standard Standard Yes Window Back (S) 18.0 0.400 0.350 Standard Standard Yes Window Right (W) 18.0 0.400 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title:......... Balderama Date..03/30/02 07:42:19 i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run -House FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right (W) 16.0 0.400 0.350 Standard Standard Yes Window Right (W) 6.0 0.400 0.350 Standard Standard Yes Window Right (W) 6.0 0.400 0.350 Standard Standard Yes Skylight Left (E) 8.0 0.450 0.350 None None None Skylight Right (W) 4.0 0.450 0.350 None None None Skylight Right (W) 4.0 0.450 0.350 None None None Door Front (N) 20.0 0.650 0.400 Standard Standard Yes Door Right (W) 20.0 0.650 0.400 Standard Standard Yes Door Right (W) 36.0 0.650 0.400 Standard Standard Yes Door Back (S) 20.0 0.650 0.400 Standard Standard Yes Door Back (S) 36.0 0.650 0.400 Standard Standard Yes HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum .Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.900 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards , 50 SuE;s�' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Balderama Date..03/30/02 07:42:19 i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run -House COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... John Starr , Name.... Steve Nelson Company. Better Builders Const. Company. Better Builders Construction Address. 5263 Royal Oaks Ave. Address. 5263 Royal Oaks Dr. Oroville,•CA 95966 Oroville, CA 95966 Phone... (530) 589-2574 Phone... 530-589-2574 License. #323225 Signed.. Signed - (date), (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Balderama Date..03/30/02 07:42:19 P t Add W'1 ******* *150(d):. Minimum R-13 raised floor insulation in framed floors. ro�ec res......... i ey Way, Rio Bonito Col I Biggs, CA *v6.01* Documentation Author... Steve Nelson ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. I Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date , Climate Zone........... 11 t Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run -House Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. V/ 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d):. Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 ,perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. v►k, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Balderama Date..03/30/02 07:42:19 i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run -House SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, -water heaters, showerheads and faucets certified by the Commission. - 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. V/ 150(1): Setback thermostat on all applicable heating and/or cooling systems.' 150(j): -Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-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 water tanks have R-12 external insulation or R-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. 6. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604,.and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System 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 pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title........,. Balderama Date..03/30/02 07:42:19 i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZl1S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run -House pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall -have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. ✓ a • t COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Balderama Date -.03/30/02 07:42:19 P t Add W'1 W R' B 1******* ro0ec ress.,...... i ey ay, io on to Co Biggs, CA *v6.01* Documentation Author... Steve Nelson ******* I Building Permit # Better Builders Construction 5263.Royal Oaks Dr. ( Plan Check / Date I r Oroville, CA 95966 I -530-589-2574 I Field Check/ Date I Climate Zone....... .. 11 f -Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run -House II MICROPAS6 ENERGY USE SUMMARY Height II Energy Use Standard Proposed Compliance II II (kBtu/sf-yr) II Design Design Margin II Heating.......... 19.24 18.30 I�Space 0.94 Space Cooling.......... 13.43 12.31 1.12 II Water Heating.......... 11.93 11.93 0.00 II II Total 44.60 42.54 2.06 II II *** Building complies 1 II with Computer Performance *** II I GENERAL INFORMATION Conditioned Floor Area..... 2312 sf .Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 - Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 25521 cf 0 sf 18.4 % of floor area 0.48 Btu/hr-sf-F 0.37 11 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 2312 25521 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Balderama Window Front (N) Date..03/30/02 07:42:19 i 0.350 0 90 2 Window Front (N) 18.0 0.400 MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM C -2R Window User#-MP2019 User -Better Builders Construct Run -House 18.0 0.900 0.350 0 90 4 Window OPAQUE SURFACES 18.0 0.400 0.350 Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE (N) 14.0 0.400 0.350 0 90 7 1 Wall 108 0.065 17.8 0 90 Yes W.19.2X6.16 2 Wall 139 01.065 17.8 0 90 No W.19.2X6.16 3 Wall 65 0.065 17.8 0 90 No W.19.2X6.16 4 Wall 169 0.065 17.8 0 90 No W.19.2X6.16 5 Wall 110 0.065 17.8 0 90 No W.19.2X6.16 6 Wall 23 0.065 17.8 0 90 No W.19.2X6.16 7 Wall 49 0.065 17.8 0 90 Yes W.19.2X6.16 AT DORMER 8 Wall 467 0.065 17.8 90 90 Yes W.19.2X6.16 9 Wall 39 0.065 17.8 90 90 No W.19.2X6.16 10 Wall 93 0.065 17.8 90 90 Yes W.19.2X6.16 11 Wall 16 0.065 17.8 90 90 Yes W.19.2X6.16 12 Wall 11 ,0.065 17.8 90 90 No W.19.2X6.16 13 Wall 27 0.065 17.8 180 90 Yes W.19.2X6.16 14 -Wall 29 0.065 17.8 180 90 Yes W.19.2X6.16 15 Wall 54 0.065 17.8 180 90 Yes W.19.2X6.16 16 Wall 23 0.065 17.8 180 90 No W.19.2X6.16 17 Wall 496 0.065 17.8 180 90 No W.19.2X6.16 18 Wall 72 0.065 17.8 270 90 Yes W.19.2X6.16 19 Wall 11 0.065 17.8 270 90 No W.19.2X6.16 20 Wall 90 0.065 17.8 270 90 No W.19.2X6.16 21 Wall 171 0.065 17.8 270 90 Yes W.19.2X6.16 22 Wall 282 0.065 17.8 270 90 Yes W.19.2X6.16 23 Wall 16 0.065 17.8 270 90 Yes W.19.2X6.16 24 Floor 2312 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR 25 Roof 2312 0.025 38 n/a 0 Yes R.38.2X4.24 Attic FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 18.0 0.400 0.350 0 90 2 Window Front (N) 18.0 0.400 0.350 0 90 3 Window Front (N) 18.0 0.900 0.350 0 90 4 Window Front (N) 18.0 0.400 0.350 0 90 5 Window Front (N) 18.0 0.400 0.350 0 90 6 Window Front (N) 14.0 0.400 0.350 0 90 7 Window Left (E) 4.0 0.400 0.350 90 90 8 Window Left (E) 16.0 0.400 0.350 90 90 9 Window Left (E) 12.5 0.400 0.350 90 90 10 Window Left (E) 12.5 0.400 0.350 90 90 11 Window Left (E) 6.0 0.400 0.350 90 90 12 Window Left (E) 6.0 0.400 0.350 90 90 13 Window Back (S) 16.0 0.400 0.350 180 90 14 Window Back (S) 18.0 0.900 0.350 180 90 15 Window Back (S) 18.0 16 Window Back (S) 18.0 0.400 0.350 180 90 17 Window Right (W) 18.0 0.400 0.350 270 90 18 Window Right (W) 16.0 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 0.400 0.350 180 90 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ,COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Balderama Date..03/30/02 07:42:19 1 - MICROPAS6 v6.01 •File-BLDRMA7 Wth-CTZllS92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run -House Orientation 19 Window Right (W) 20 Window . Right (W) 21 Skylight Left (E) 22 Skylight Right (W) 23 Skylight Right (W) 24 Door Front,(N) 25 Door Right (W) 26 Door Right (W) 27 Door Back (S) 28 Door Back (S) FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 6.0 0.400 0.350 270 90 6.0 0.400 0.350 270 90 8.0 0.450 0.350 90 45 4.0 0.450 0.350 270 45 4.0 0.450 0.350 270 45 20.0 0.650 0.400 0 90 20.0 0.650 0.400 270 90 36.0 0.650 0.400 270 90 20.0 0.650 0.400 180 90 36.0 0.650 0.400 180 90 Standard/0.76 Standard/0.76 None/1 None/l None/l Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 None/l None/l None/l Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 -Window- Overhang -Left Fin- -Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 18.0 3.0 6.0 1.0 8.25 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 18.0 3.0 6.0 1.0 8.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 18.0 3.0 6.0 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 18.0 3.0 6.0 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 18.0 3.0 6.0 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 14.0 4.0 3.5 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 4.0 4.0 1.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window -16.0 4.0 4.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.5 2.5 5.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.5 2.5 5.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 6.0 2.0 3.0 1.0 1.0• n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 6.0 1.5 4.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 16.0 4.0 4.0 1.0 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 18.0 3.0 6.0 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 18.0 3.0 6.0 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a .16 Window 18.0'3.0 6.0 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 17.Window 18.0 3.0 6.0 51.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 16.0 4.0 4.0 10.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 6.0 2.0 3.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 6.0 1.5 4.0 1.0 0.5' n/a n/a n/a n/a n/a n/a n/a n/a 24 Door 20.0 3.0 6.7 11.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 25 Door 20.0 3.0 6.7 11.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 26 Door 36.0 5.5 6.7 51.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 27 Door 20.0 3.0 6.7 11.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 28 Door' 36.0 5.5 6.7 11.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Balderama Date..03/30/02 07:42:19 i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run -House HVAC SYSTEMS Refrigerant System Minimum Charge and Duct Type Efficiency. Airflow Location HOUSE Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff Furnace 0.900 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards REMARKS CONSTRUCTION ASSEMBLY Page 11 3R Project Title.......... Balderama Date..03/30/02 07:42:19 MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM 3R User##-MP2019 User -Better Builders Construct Run -House Parallel Path Method Reference Name . W.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly ,LIST OF CONSTRUCTION COMPONENTS Material Cavity Name Description R -Value 0. FILM.EX Exterior air film: winter value 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 2. BLDG.PAPER Building paper (felt) 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 3f. FIR.2X6 2x6 fir -- 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 Total Unadjusted R -Values 19.34 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total Frame R -Value U -Factor: (1 / .19.34 x 0.85) + (1 / 6.98 x 0.15) = 0.065 Btu/hr-sf-F Total R -Value: c 1 / 0.065 = 15.28 hr-sf-F/Btu 0.17 0.17 0.06 5.45 0.45 0.68 ,CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Balderama Date..03/30/02 07:42:19 i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZllS92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run -House Parallel Path Method Reference Name . FC.19.2X8.16 Description .... Floor Crwl R-19 2x8 16oc Type ........... Floor R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X8 Type ......... Wood Description .. 2x8 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X8 2x8 fir -- 7.18 3. PLY.0.63 0.625 in plywood 0.78 0.78 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 28.95 17.13 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 28.95 x 0.90) + (1 / 17.13 x 0.10) = 0.037 Btu/hr-sf-F Total R -Value: 1 / 0.037 = 27.08 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Balderama Date..03/30/02 07:42:19 i MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZ11S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run -House i Parallel Path Method Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 24 inches on center Framing Frac.. 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50' 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 ., R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 .2x4 fir -- 3.46 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.15 33.62 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btu/hr-sf-F Total R -Value: 1 / 0.025 = 40.51 hr-sf-F/Btu ,HVAC SIZING Page 14 HVAC Project Title.......... Balderama Date..03/30/02 07:42:19 P t Add •1 ******* rJ�e ress........ Wi ey Way, Rio Bonito Col Biggs, CA *v6.01* Documentation Author... Steve Nelson ******* I Building Permit # Better Builders Construction 5263 Royal Oaks Dr. I Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date i Climate Zone........... 11 I Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-BLDRMA7 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2019 User -Better Builders Construct Run -House GENERAL INFORMATION Floor Area ................. 2312 sf Volume...' .................. 25521 cf Front Orientation.......... Front Facing 0 deg (N) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 12400 6028 Glazing Conduction ............... 8152 5299 Glazing Solar .................... n/a 5420 Infiltration ..................... 14516 5960 Internal Gain .................... n/a 2100 Ducts ............................ 3507 2481 Sensible Load .................... 38575 27288 Latent Load ...................... n/a 5458 Minimum Total Load 38575 32745 Note: The loads shown,are only one of the criteria affecting the selection of HVAC equipment. Other. relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. February 11, 2002 Butte County Development Services Dept. Building Division j7 County Center.Dr. Oroville,.CA 95965 RE: Truss Design, Balderama Residence, Wiley Way, Biggs, CA I have reviewed the truss designs for this project.. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1000 pounds per square foot. Thank you for your consideration Sincerel , w Jim sell, P.E. j DZ-03Zlw dUTTB emRTT BUILDING DEPARTMENt AP_I?BOy_EQ 3�,02 A-/ i-J�F © o ® A1A BALDERAMR / HOUSE EE X=LUS26 Al Np � e D3 y O ..� U m N U 2 U 2 N N 2 A2 O _ O _ A 1 103'1: O N � � .. 5 A.3 @ �'o_c . . D GE Z n n s O Page 1 JIM PURSELL Date 1/22/02 CIVIL ENGINEER RCE 60924 Job Number 102-01-23 Job Name Mr. & Mrs. Balderama Assessor Parcel No. ' Analysis UBC 1997 Dead Loads: Live loads Roof . Comp 6.0 - 1/2" plywood 1.5 Framing 5.0. Insulation 1.0 1/2" Gyp 2_5 16 psf. 16 psf. Wall Horiz. siding 1.5 Q pFEssi N 3/8" plywood. 1.5 Q�o �p,MEs 9s< Framing 2.5 1/2 gyp 2.5 w NO 60924 1 Insulation 1.0 r{x e m/31/�/ 9.0 .psf., s F Floor OF CA Flooring 2.0 3/4" plywood 2.5 I.- joists. 2_0 6.5 psf. 40 psf. Lateral Loads: Wind ' P = Ce Cq q I where Exposure C Ce = 1.06 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 1.13 @ 20 feet 0.7 out leeward roof I = 1 1.19 @ 25 feet 0.8 in windward wall 1.23 @ 30 feet 0.5 out leeward wall Seismic: V =. 2.5 Q I W / 1.4 R Q = 0.36, I = 1, R =,5.5 / 4.5 Soil Bearing: 1000 psf Triction =.0.35 Lateral bearing = 250 psf/ft. Page 1 A J Al.`fSI S pip- z �—�'r FimR, G��1._z_s ®, �, �, B< 7k STRUM OXEs coM A�.w w>TA c�VojXDCWAL, RALgvlfit,uTS pzc;a-p-.t�lAr_.y g"c/NG. _k) U� PIS =-Orr r3( Ps F 1-3(s. 5) fu(16)+ .s(gyllq- 0 - .2 �,gO /P r?3OG i b s � . �- �j✓At�s XG74- AA)p TYv, A)A—i �' ►^! I.17 � AG � t r.9 V� l !rL Gov#-� . �.�� c�T �.,p _ wj�.c.. � � � G�4 LLS � J'� Q To rgcT ..As A vNl7' f-P-s✓sT/tiG PoZ) + Ps 28O .sa, r AzP4i-LO , po = -SC /5 pkcs-s, .3 27 -,R 7.3o6 (d �,.s 7 C�) iL _AAKAI-uorT S,UxqFZ, = 2�3�--- ; 2 > < 3-26� r(TAeG� 3o -S A! %Qvss /ti 14A,419 -Z w� �,4cLO !.✓lGL g vsX-L ,4.z A C�AAG 7RUs5 _ fit% LZ , A S XZ� -7'9,L<S A.4 Yo 'roP FI-AZ-� w ` 2 Ll O) S v W Ak- ® C4DN3T7VL- Xb PAr, y W 6o4-5 Use -s' p :Io S-t� F Fll t �oT = 6•� S Yk-Z- W(4 -l-, (,IAVS/M1/-A VP4_.1f"'r -- Pa>zc., 2eo-< /is 10 yo A3 S 4/!SCD /AbS . y5o x 6o 8T<D��33, 1l8y lb_ - /`?02� GP,Av tn' A-1v4L-'fs I. _ e _ s coo 2 - caE�� STEL X06 _'-o Swvoj,"j<; - - --- --- - "- - zed v-- - - --- - - - --- - FTNGs _ s - l04no ps-f - 7oTt� _LoAt-,� - -- t - 566 I �(; G1 G/ GI GI GI W GI ! 1 Z /5313 _. _... -. -A4 �' p,,G cam. g �F- = zoo Ps i 12 _6;g ILI � _ ft _ -�. ANG A - _ �aoo Cis C14Z7 TS Arr. . ,4 - S'/ TA A c.!z©:sS 7�Y4- P".-V-r/A(F'jGUkr- /$-�(I (BSc.-) F. zp, w C, /LI-O.C. -o/ AkG7 /oN--�- PLAN.RhVIEW RESPONSE FORM In eider to expeditc the rniew of your plans, please complete the follos;iog information and return this form vith your rc-submitj:t,. this form is not complete, as to all correction items n'e cill not bre able to accept your rc-submittal for mic%. ?i,ere m'!0 b. J responsc to cvery item requested in our plan corrcction letter. "By others" is not considered a valid response. please indicate your respenst to each item and the location where the information can be found oa the plans/calcs. ATTACH THIS FOM TO A CON OF YOUR PLN PUME111 LETTER AND RMRH WM REVISED AND ORIGINAL PL ms O'i`lNERS NA4tE DATE: l BA L'�� M A ASSESSORS PARCEL NUMBER PERMIT NUMBER OSS - OTC) - d 2 - RESPONSE RESPONSE FOR PLAN CHECK LETTER DATED: Z� d PLAN CHECK ITEM 1~ RESPONSE BY. LOCATION ON PLANS/CALCS: COM Ts: ogie-�q 7kf�NsG.�i'�s s-iU.. t'l•A'i F-. R.1 >v(!n- S a ti ctco PS f A, TN T o � R 5" I�I1�7FoR,�� G►�,+� sem. � �?c7�t l�'oyNtJATIoU �di'l�G IS nor �rD. PLAN CHECK ITEM H TE- PAAn45 aL,.�o RESPONSE BY: S XIz < Gw4*tM wRic-P g F R MOCW- `rNcN Anec�jAT� LOCATION) ON PLANS!CALCS: -- J A 2 cor.tMENTs:@ 0 A p PA" G3 Atz, a - v TL 3-741 of RT I- F S n T !G RQ ►��Fo�� Fcc� SAT 1 C�► / NoQ� —T)4N AS 1 PLAN CHECK ITEM x RESPONSE BY: LOCATION ON PLANSICALCS: 37-AZvG-('v.R� Cr CO :".1ENTS: �' /_!'q E.�T�z QrJi\vt\ - �r A PIf.A;S lma v ijrurt-rijj-r<aG! c, IMF kJ/.uD naA< ., 7-i:2 railc �a�JEi/�R. k)A1 100 r) (r- )N 0ttQ(JX)1'. PLAN CHECK ITEM 9 RESPONSE BY: it M �7"Rv G"fcJRI�L P C0M :!ENTS: N,, NG 9- n9 c T7 . PLAN CHECK ITEM �3 CO!.i.MENTS:n RESPONSE BY: . J/ M 1 v 1ZS 4.1� Nil' -G16AR ".h tib LOCATION ON PLANS/CALCS: TDA n, LOCATION ON PLANS/CALCS: loll OF �Z` �o rr TE- PAAn45 aL,.�o CALFns S XIz < Gw4*tM wRic-P g F R MOCW- `rNcN Anec�jAT� -- RESPONSE FOR PLAN CHECK LETTER DATED: L� PLAN CHECK (TEM # RESPONSE BY: LOCATION ON PLANS/CALCS: -`r'Rv r� J I Ai rc�RS� LL COMMENTS:-/`y!stR(G/A)A4 SO1" cF G4[-C.S A Ps'NS AL4- C G.L. F© -ST /0 w a vXf, f bLztl-vw,,,JO( PAZ pcw ` k .0 ka.J -rx Ups SvBM I - v cAuZ QAV;E. it k-- 4 A YYfo IWT��T'%'(J/® `s s T � /-,t7-&,-YT. I�vXw (Z.a(-C� PLAN CHECK ITEM # -sj-Rc�G7"�RAL- 4�1 RESPONSE BY: �1► ��s.�:�� LOCATION ON PLANS/CALCS: Pi -AN s i 3A COMMENTS: IA.�Rp- GpAJAJA--r.T-jE-Cs rroF DIA.Puie �✓ t1�s © O ; vG ki4A AS A- ewGcac k O o /.S-- - Stl� PANEL o kvAwLS At Q_ vr- To PLAN CHECK ITEM # COMMENTS: RESPONSE BY: LOCATION ON PLANS/CALCS: 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: �• .� BYJT`IE COUNTY JUL 0 8 2068 O LOOMIS OFFICE 1O MARYSVILLE PLANT 9��. 3 3243 Rippey Road 5033 Feather River Blvd. ® 0 Loomis, CA 95650 Marysville, CA 95901 ,g.�� Phone: (916) 652-4655 Phone: (530) 743-8855 Fax: (916) 652-3860 Fax: (530) 743-8856 ® A Jr 0 i g n"', o u b M J." Ll t t Designed By: Date: Technical Representative: Bryan Wagner June 30, 2008 Bryan Wagner i A 11 PIM C11UiUJCU ulawi[IU5 a Client Mitchell's Building Supply Office Fax: re in aipna-numerical order " Plan/Elevation: Floor Components: O Roof Components: 1 O Work Order # 0780508 Pro ' ect 30 x 50 Miller �j eQP- s� Biggs, CWT I E COU",— Site O -Site Phone: BUILDING DIVISIQJ, Site Contact: ADD0l1%1FD g/, / O Original Submittal C py O� V O Complete Revision O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal r 0 0 Roof l irle 3n Layc 00000 S y s t e m O ' x 50 ' IVIi1, er Mitchell's Building Supply Biggs Ca. SALES REP BW DUE DATE DSGNR/CHKR B///W�� / BW TC Live 17-)0 psf TC Dead 00 psf BC Live 0.00-psf BC Dead 7.00 psf Total YDa00 psf O 6 WO# 0780508 Date : 6/27/2.008' 13:15 DurFac-Lbr 1.25 DurFac-Plt 1..25 O.C. Spacing 24.0 Code : CBC -07 #Tr/#Cfg : 27 / 2 Jo'p Name: 30'x 50' Miller Truss ID: T1 Qty: or preceded by for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 6/30/2008 24 BRG X -LOC REACT SIZE REQ'D 1 1- 9-12 1406 3.50" 1.50" TC 2x4 DFL #1 & Btr. BC 2x4 DFL Designed per ANSI PI 1-2002 9 P /T UPLIFT REACTION(S) 2 31- 6- 4 1406 3.50" 1.50" #1 WEB 2x4 DFL STANDARD This design does not account for long teen Support C&C Wind Non -Wind BRG REQUIREMENTS shown are based ONLY 2x4 DFL #1 2-13, 16-8 time dependent loading (creep). Building Designer 1 -183 lb on the truss material at each bearing MAX 9 THIS DESIGN IS THE COMPOSITE RESULT OF must account for this. Refer to 2 -183 16 DEFLECTION (span) : L/860 MEM 14-15 (LNE) LC 26 MULTIPLE LOAD CASES. IF HANGERS Joint QC Detail Sheet for Maximum Rotational Tolerance used This truss is designed using the CBC -07 / ASCE7-05 Specification L= -0.41" 0 -0.29" TL -26 ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR IRC/IBC truss plate values are based on Bldg Enclosed = Yes, Importance Factor = 1.00 MAX DEFLECTION (cant) L/273 MEM 10-11 (LIVE) LC 73 L= 0.08" D= 0.07" 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE testing and approval as required by IBC 1703 and AN and are reported in available document ESR -1118. p Truss Location = Not End Zone Hurricane/Ocean Line = No Expp�Category = C T= 0.15" CR3T3CAL MEMBER FORCES: HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED ON GREEN Loaded for 10 PSF non -concurrent BCLL. Bldg Length = 50.00 ft Bldg W1dth = 30.00 ft Mean roof height = 13.�i4 ft, mph - 85 TC COMP. OUR. / TENS, WR. CSI 1-z 235 1.60 / 477 1.25 0.21 2-3 -4096 1.25 LUMBER VALUES. 20 psf Live Load applied to bottom chord in Loaded for 200 lb non -concurrent moving BCLL ASCE7 II Standard Occupancy Dead Load = 10.2 psf Designed �tesisting / 355 1.60 0.34 3-4 -4372 1.25 / 427 1.50 66 accordance with IBC/IRC requirements for DE FL RATIO: L/240 TC: L/2 as Main Wind Force System - Low-rise 4-5 -4545 1.25 / 268 1.60 5.44 attics with limited stora a havin a clear 9 9 and Components and Cladding Tributary 5-6 -2546 1.25 / 268 1.60 0.44 height >= 42" and clear width of >= 24'. Area = 67 sgft 6-g7 -4371 1.2255 / 44257 1.60 0.66 8-9 -4235 1.60 % 191 1.25 8:21 BC COMP. DUR. / TENS, DUR. CSI 10 -ll -224 1.25 / 233 1.60 0.20 11-12 -15 1.60 / 183 1.25 0.20 12-13 -4 1.25 / 147 1.25 0.42 13-14 -191 1.60 / 2621 1.25 0.79 14-1S -70 1.60 / 1643 1.25 0.77 ' 15-16 -191 1. / 2621 1.25 0 8 16-17 -4 1.25 / 124 1.25 8:42 17-18 -15 1.60 / 183 1.25 0.20 18-19 -144 1.25 / 233 1.60 0.20 WB OOMP.DUR. / TENS. DUR. CSI 13-3 -2311.25 / 88 1.60 0.48 16-7 -2311.2S / 88 1.60 0.48 .2 -ll -12681.25 / 151 1.60 0. 14 ' 4-13 -2971.60 / 3654 1.25 O:Ss U -3261.25 / 83 1.60 0.06 1 16-8-0 16-8-0 4- -1631.60 / 1595 1.25 0.65 4-14 -6491.25 / 149 1.60 0.15 5-14 -621.60 / 69 1.25 0.39 5-15 -621.60 1 2 3 4 IS 6 7 B g 1 / 14 1.20 0 39 6-15 -6491.25 / 149 1.60 0:15 6-16 -1631.60 / 1595 1.25 0.65 5.00 -5.00 8-16 -29711.60 / 3654 1.25 0.55 16-18 -243 1.25 / 83 1.60 0.05 6-18 6X6 iii,/// �� 4 -1268 1.25 / 151 1.60 0.14 q D�� (`yam/ { D , V r SI c) 5X6 6X6 - , APp� OVEV 7-3-4 jj''�� 1.5X3 1.5X3 2 7-3-4 5X4 I SHIP 4X12 1 4X12 2.5X4 7X1 3.5X4 2 5X8 7X1 1 0-3-15 1-3-02.14 � SVA 0 CVA = 0-3-15' VV:JUo L_L�_ 5.0_0406 R'140%_0.0 23-4-0 'f3-4-0 10 11 123 14 15 167 189 1 27 to June 30, 2009 C1VI1 a All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S", for SS 18 ga. from Alpine; "MX" or preceded by for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 6/30/2008 268 - Homewood TrAu�ss WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design isfor anIndividual building component not truss system It has been used on specifications provided by the component manufacturer ' ® and done In accordance with the arrem versions of TPI and AFPA design standards. W MPOrcibiGty Is assumed for dimensional accuracy. Dimensions W0: Drive_T-0780508_L00005_100001 are to be verified by the component manufacturer anNor building designer prior to fabrication. The building desigrrer mat ascertain that the loads uhf red on this design meet or exceed the loading Imposed by the local building code and the application. The design D s g n r : BW # L C = 73 WT: 219# T R U S WA L Particular assumes that the top chord is IaterWly N20M by the roof a floor sheathing and the bottom chord Is laterally braced by a rigid sheaWng material directly allatldd, uhiess othmvise TC Live 19.00 psf L i ve Du r L=1.2 5 P=1.2 5 ® SYSTEMS noted. Bracing sI1~ is fa lateral Support of components mtentens o ly to reduce budding Imp. This component shall not be placed in any enironmaalhatwillcaaethemoisturecementofthewood10=esd19%andracauseconnectapatemnosion. TC Snow 0. 00 psf TC Dead S n owD u r L=1.15 P=1.15 Fabricate, handle, install 14.00 psf Rep Mbr Bnd / Comp / Tens /TOlroBuilding Components Group, Inc. and brace this Imus in accordance with the following standards:'Joird and Cutting Detail Reports' available as output from Truswal software, 'ANSIRPII•'WVrCAV-WoodTruss Council aMteriraStandard Design RespomsiblUles,BUILDINGCOMo0NEMSAFETY INFORAMnW B C Live 0 . 00 p s f 1.15 / 1.10 / 1.10 4445 Northpark Dr. Ste. 102, Colo. Spga., Cot 80901 TRUSPLUS 6.0 VER: T6.5.7 MM 1-03) and'BCSI SUMMARY SHEETS! by WTCA and TPI The Toss Rate Institute (TPU is located at 583 D'Onof io Drive, Madison, BC Dead 7.00 psf O.C.Spacing 2- 0- 0 wismnsin53719. The American Forest and Papa Assoiation(AFPA) is loaned at 111119th Sred, NW, Ste Boo, Washington, DD 20036 Bldg Code: CBC -07 DE FL RATIO: L/240 TC: L/2 Jon Name: 30'x 50' Miller Truss ID: TD Qty: 1 ERG X -LOC REACT SIZE REQ'D 1 1- 9-12 1406 3.50" 1.50" TC 2x4 DFL #1 & Btr. BC 2x4 Designed per ANSI/TPI 1-2002 UPLIFT REACTION(S) : 2 31- 6- 4 1406 3.50" DFL #1 WEB 2x4 DFL STANDARD This design does not account for long term Support C&C Wind Non -Wind BRG ed1.50" shown are based ONLY ON 2x4 DFL #1 2-13, 16-8 time dependent loading (creep). Building Designer must account for this. 1 -183 lb 2 lb he truss matNTS on the truss material at each bearing MAX DEFLECTION (span) THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for -183 This truss is designed using the L/860 MEM 14-15 (LNE) LC 28 L= D= MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Maximum Rotational Tolerance used IRC/IBC truss plate values are based on CBC -07 / ASCE7-05 Specification Bldg Enclosed = Yes, Importance Factor 1.00 -0.41" -0.29" T= -0.70" MAX DEFLECTION (cant) : THEY ARE BASED ON 1.5" HANGER NAILS FOR testing and approval as required by IBC 1703 = Truss Location = Not End Zone L/273 MEM 10-11 (LIVE) LC 75 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE and AN and are reported in available document ESR Hurricane/Ocean Line = No Exp Category = C OR 0.08" D 0.07" T= 0.15" CRTTiCAL MEMBER PoRCES: HANGERS MUST BE RE-EVALUATED (BY OTHERS). -3.318. Loaded for 10 PSF non -concurrent BCLL. Bldg Length = 50.00 ft Bidg Width = 30.00 ft Mean roof height = 13.64 ft, mph = 85 DI TC CONP. DUR. / TENS. WR. CSI PLATING BASED ON GREEN LUMBER VALUES. Loaded for 200 lb non -concurrent moving BCLL ASCE? II Standard Occupancy Dead. Load = 10.2 psf 1-2 -235 1.60 / 277 1.25 O.z1 2-3 -4095 1.25 / 355 1.60 0.34 20 psf Live Load applied to bottom chord in accordance with IBC IRC for + + + + + + + + + + + + + + + + + + + + + + Designed as Main Wind Farce kesisting System 3-4 -4371 1.25 / 427 1.60 0.66 4-5 -2545 1.25 / N. requirements attics with limited storage having a clear 9 9 Designed for 5.7 K lbs drag load applied event along the to chord to the bottom Y 9 P - Low-rise and Components and Cladding Tributary Area 67 sqft 1.60 0.44 5-6 -2546 1.25 / 268 1.60 0.44 height >= 42" and clear vn dth of >= 24", chord along partial continuous bearing(s) = 6-7 -4371 1.25 / 427 1.60 0.66 7-8 -4095 1.25 / 355 1.60 0.33 Dead indicated, concurrently with dead loas and 0 % live load. Duration=1.60. Partial psf 8-9 -235 1.60 / 191 1.25 0.21 2- 0- 0 Continuous bearing reaction - 192 Plf Max. (SCSI 1.03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Rate Institute (TPI) Is located at 583170nofrio Drive, Madison, BC COMP.DUR. / TENS. WR. CSI Connection (by others) must transfer equal 10-11 -2241.25 / 251 1.60 0.20 load to each ply (or add-on) shown. Wlscown 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th street, NW, Ste 800, Washington. Dc 20036. 11-12 -8851.60/ 30651.60 0.22 1z-13 41.25 / 147 1.zs o.az Code: a•+++++++++++++++++++++ 13-14 -1911.60 / 2621 1.25 0.79 L/240 TC: L/24 PB (1) from 1-8-0 to 31-4-0 14-15 -701.60 / 1643 1.25 0.77 15-16 -1911.60 / 2621 1.25 0.80 16-17 -41.25 / 124 1.25 0.42 17-18 -8731.60 / 1053 1.60 0.20 18-19 -11471.60 / 1327 1.60 0.24 19-20 -.14411.25 / 252 1.60 0.20 %B COMP. WR. / TENS. WR. CSI 13-3 -377 1.60 / 191 1.60 0.48 16-7 -378 1.60 / 191 1.60 0.46 2 -ll -1268 1.25 / 151 1.60 0.14 2-13 -297 1.60 / 3654 1.25 0.55 16-8-0 16-8-0 i1-13 -len 1.6o / 1136 1.60 0.36 4-13 -427 1.60 / 1595 1.25 0.20 3 1 2 3 4 IS 6 7 8 9 3 4-14 -859 1.60 / 269 1.60 0.20 5-14 -129 1.60 / 969 1.25 0.39 5-15 -117 1.60 / 970 1.25 0.39 5.00 75.00 �� 6-15 -847 1.60 / 258 1.60 0.19 6-16 -352 1.60 / 1595 1.25 0.65 8-16 -297 1.60 / 3653 1.25 0.55 16-19 6X6 �v -1262 1.60 / 1071 1.60 0.34 8-19 -1268 1.25 / 151 1.60 0.14 5X6 7-3-4 6X6 oq V �' �® �• 2X3 2X3 2.5X4 7-3-4 d/` V� 1 4X12 4X,2ISHIP 2.5X4 7X10 3.5X4 x 5X8 7X10 0-3-15 3. a 1-3-0 = 0-3-15 8.12.5x4 2.5x4 B2 QRpF ESS ! p� 1-8-0 W:308 3X 1 8 O W:308 O 5-0-15:1406 R'140Q4-0-0 23-4-0 33-4-0 10 11 123 14 15 167 10) �f �'i r 77 I Im All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine, or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 6/30/2008 268 - Homewoodrruss WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mi tchel l ' s Bui 1 di ng Suppl y `v This design is for an individual building component not truss system II has been based on specifications Provided by the component manufacturer WO: D ri ve_T_0780508_L0000 S-)00001 ®RA) ' ns and done In eccomance with the currant wr5ioof TPI and AFPA design standards. No re:rponsibiiay Is assurnred for dimenslonal accuracy. Dimensions are to be verified by the Dsgn r: BW #LC = 75 WT: 219# T R U S component manufacturer ll..rbuilding designer prior to lobricalon. The building designer muct rice"aln that the loads Nilized on this design meet or exceed the loading imposed by the local building rode end the particular application. The design assumes that the lop chord TC Live 19.00 Li L=1.25 P=1.25 We4 L is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise Bracing is Snow 0.00 psf psf veDu r SnowDu r L=1.15 P=1.15 ®TC SYSTEMS noted. shown for lateral support of components members only to reduce bueiding length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19%end/or causeamnectorplatecorrosion. TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 07W Building Components Group, Inc. Fabricate, handle, install and brace this thus in accordance with the following standards: 'Joint and Cutlitg Detail Reports' available as output from Truswal software. 'ANSVTpl1',WfCAV.WoodTrimsCouncilofAmericaStandardDesignResponsibiliUm,IWILDIN000MPCNFMSAFETYINFORMATION- BC Live 0.00 psf 1.15 / 1.10 / 1.10 4445 Northpark Dr. Ste. 102, Colo. BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 Spgs., CO 80907 TRUSPLUS 6.0 VER: T6.5.7 (SCSI 1.03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Rate Institute (TPI) Is located at 583170nofrio Drive, Madison, Wlscown 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th street, NW, Ste 800, Washington. Dc 20036. Bldg Code: CBC -07 DEFL RATIO: L/240 TC: L/24 M Jdb Name: 30'x 50' Miller Truss ID: TG Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2002 UPLIFT REACTION(S) 1 1- 9-12 327 3.50" 1.50" BC 2 2- 2x4 DFL #1 This design does not account for long term Support CBC Wind Non -Wind 8- 0 216 3.50" 1.50" 2x4 DFL STANDARD 31-4, 52-24 time dependent loading (creep). Building 1 -54 lb 3 4- 0- 0 177 3.50" 1.50" WEB 2x4 DFL STANDARD Designer must account for this. 2 -59 lb -11 lb 4 4-10- 4 83 3.50" 1.50" THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for 3 -li lb -16 lb 5 5- 0- 0 50 3.50" 1.50" MULTIPLE LOAD CASES. Maximum Rotational Tolerance used 4 -15 lb 6 5- 4- 0 217 3.50" 1.50 IF HANGERS ARE INDICATED ON THIS DRAWING, IRC/IBC truss late values are based on 7 6- 8- 0 234 3.50" 1.50 THEY ARE BASED ON 1.5" HANGER NAILS FOR testing and approval as required b IBC 1703 6 18 lb 8 8- 0- 0 196 3.50" 1.50" g pp q y 9 9- 4- 0 232 3.50 1.50" 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY and ANSI/TPI and are reported in available 7 -13 lb 10 10- 8- 0 232 3.50" 1.50" GIRDERS. IF 2.5" GUN NAILS ARE USED, THE document ESR -1118. 11 12- 0- 0 196 3.50"1.50" HANGERS MUST BE RE-EVALUATED (BY OTHERS). Loaded for 10 PSF non -concurrent BCLL. 9 -13 lb 12 13- 4- 0 233 3.50" 1.50" Mark all interior bearing locations. Loaded for 200 lb non -concurrent moving BCLL 10 -13 lb 13 14- 8- 0 214 3.50 1.50" Ma use adequate staples for gable blocks. Install interior support(s) before erection. 11 -13 lb 14 15-11- 0 238 3.50" 1.50" BUILDING DESIGNER MUST VERIFY GABLE LOADS! Shim bearings (if needed) for req. support. 12 -19 lb 15 17- 5- 0 273 3.50" 1.50" It gable bracing reguired @ 56" intervals, PLATING BASED ON GREEN LUMBER VALUES. 13 -55 lb 16 18- 8- 0 211 3.50" 1.50" i exposed to wind load applied to face. This truss is designed usingthe 16 -55 lb 17 20- 0- 0 196 3.50" 1.50" See General Gable Details', C002065035. CBC -07 / ASCE7-05 Specification 17 -19 lb 18 21- 4- 0 233 3. SO" 1.50" Diagonals shown are part of the structure of Bldg Enclosed = Yes, Importance Factor = 1.00 18 -13 lb 19 22- 8- 0 232 3.50" 1.50" this truss and may not be removed. Sheathing Truss Location = Not End Zone 19 -13 lb 20 24- 0- 0 196 3.50" 1.50" may be applied for additional supgort•to Hurricane/Ocean Line = No Ex Category = C 20 -13 lb 21 25- 4- 0 232 3.50" 1.50" resist lateral loads, by others, but is not Bldg Length = 50.00 ft, Bidg Width = 30.00 ft 21 -13 lb 22 26- 8- 0 234 3.50" 1.50" required unless noted. Lateral loads have Mean roof height = 13.64 ft, mph - 85 22 -13 lb 23 28- 0- 0 204 3.50 1.50" not been analyzed unless indicated. ASCE7 II Standard Occupancy Dead, Load = 10.2 psf 23 -8 lb 24 28- 4- 0 68 3.50" 1.50" 20 psf bottom chord live load NOT required Oesigned•as Main Wind Force kesisting System 24 -10 lb -12 lb 25 28- 5-12 74 3.50" 1.50" on this truss, per IBC/IRC requirements for - Low-rise and Components and Cladding 25 -2 lb 26 29- 4- 0 206 3.50" 1.50" attics with limited storage. Tributary Area = 67 sgft zj -58 lb -8 lb 27 30- 8- 0 24S 3.50" 1.50" 28 31- 4- 0 25 3.50 1. 28 -32 lb -182 lb50" 29 31- 6- 4 466 3.50" 1.50" 29 -74 lb -7 lb BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (s an) : L/999 MEM 28-29 (LIVE) LC 26 L= 0.00" D= 0.00" T= 0.00" 16-8-0 16-8-0 MAX DEFLECTION (cant) L/702 MEM 28-0 (LIVE) LC 26 1 2 3 45 6 7 8 9 10 11 12 1 415 16 17 18 19 20 21 22 22425 26 27 D= -0.01" T= -0.04"__5_.0_0_j-j L= -0.03" .0033 "CA� OR cont-:: 5.00v TC CM9.(W-. 1.5X3 1.5X3 1.5X3 4X4 1.5X3 COQ 1.5X3 Vv .,5) o.o, 1.5X3 e ,ou.eo,/ nsu.a> o.o, 1.5X3 1.5X3 1.5X3 1.5X3 a..o)/ ,,,u.r,) o.o, 1.5X3 1.5X3 r 1.5X3 �N r 5 ,3u.,u o.o, 1.5X3 1.5X3 r G f , ,,,n.>„ 0 1.5X3 I G, D g :io 1.5X3 -2- 1.5X3 AppR® l,� y0, 1 0-„ M.:::), „u.,5> O.o, 7-3-4 1.5X3 1.5X3 7.3� y J -„ „(,.eo>/ ss(,.rn o.o, 1.5X3 SHIP j J 1.5X3 1.5X.1 e� e.o9 1.5X3 0.99 2.5X4 2.5X4 _ ,e ,,a.,n 0.05 3 4 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2 .1o. „((.O.e, 0-3-15 2X3 2X3 "1 2X3 2X3 2X3 2X3 5X6 2X3 2X3 2X3 0-3-15 p¢E 2X3 2X3 3X4 9 O R coac9m((9ei)i i-ea.(ooe. <,; 2.5X4 -0 1-8-0 .r,(,.,5) o.o: i:,i sa (1:,f % iii:: o:°oi S -D -D 2. �O V ..0 -,) o.,o .�Q -e,u.ea)/ aasaaa o.0 s. i ie :o, 23-4-0 8i 33-4-0 jjj l f r )iff 1:10 0.03 ' rr e9u-:,/ 2 28 29 30332334 35 36 37 38 39 e{0 41 42 43 44 45 46 47 48 49 56653 54 55 6 27 lfl� i"' ;,i1 31 1:,o %:8� e.., _e: 3",!, ;£::00 3:01 €; ,£,:a x . June 30, 2009 / iii,: i i i " OVER SUPPORT AS SHOWN ' ::a5"1'1112;:a:s. q C l V S 1-/�?% 9- a a.a. ° 8:0, Tic O_� e CA a1 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine• 4 / 0.03 or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint as., Reports. Circled plates and false 6/30/2008 /^ 0/20 O A ��-�+ / -ango.os frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 3 L a :`:¢8 - Hpmewogd;TCruSS AR Read all notes on this sheet and give a Copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply C This design accordance d nce wit the O li component 9 n9 not truss system It has been based on specificalions provided by the component manufacturer WO Dri ve_T_0780508_L00005_J00001 curd done In eecortfenea with the wnern versions or TPI BM AFPA design snantleNs. No responsidlity is assumed for dimensional accuracy. Dimensions • s are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mist ascertain that the loads Dsgnr : BW #LC = 60 WT: 248# s.-ssT F U S°VIVVA L wlbse0 on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord b laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 19.00 psf Li veDu r L=1.2 5 P=1.2 S noted. Bracing shown is for lateral support of components members only to reduce bucidirg length. This component shall not be placed in any TC Snow 0.00 psf SnowDU r L=1.15 P=1.15 ® SYSTEMS envtronmentthat wlilcause the moisture content ofthe wood toexceed 19%8ndlorcause connector plate corrosion. Fabricate, handle, install TC Dead 14.00-psf Rep Mbr Brill / Comp / Tens SM and brace this truss in accordance with the following staWards:'Joint and Cutting Detail Reports' available as output from Tmswal software, BC Live 0.00 psf 1.15 / 1.10 / 1.10 "5Nothpar*nrComp,Colo. Group, 809•AfJSVTPl1','WTCAV-WoodTruss Council ofAmerica Standard Design Responsibilities, 'EUILDINGCOMPONFMSAFETY INFORMATIW- BC Dead 7,00 psf O.C.Spacing 2- 0- 0 1105 Nontlnpark Or. Ste. 101, Colo. Spgs., CO 80907 (BCSI 1-03) ard'BCSI SUMMARY SHEETS' by WfCA and TPI. The Truss Plate Institute (IPI) Is located at 583 DQwfrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.7 vvisconsin53719. The American Forest and Paper Association(AFPA)islocatedatIIIIIgthStreet,NW.Ste800,Washirgton.DC20036, Bldg Code: CBC -07 DEFL RATIO: L/240 TC: L/24 R 16'-0" '�� 1'�" 9'•Ilu ; � �� 41 r-0" (rN',) ' I i ' t � ' I I Il N ' OBOIBR4LINE�IfNG1Ml � -- ca°r�c� - � � j � ;' j j � j z) OBOIfi51FM)FLLP030fiAI0R HPL,L_-------- <61' 61/27 5 MM APPR i \ 2 -CAR DETACHED GARAGE 4)� I- Butte County I I 10 H \, (5EE uRNA7NC /4 FOR FLOOR auR) 2 KMIIN3IAAIgR4®O�fl®SIWlO�I14�IHId(Qtl3 MASTER TH F 881th 1 -- 12)�jHlJlsaeaaarlraP»�HRI�,,ra®Rel F B vironmental f®DHII®OIA006ASFJiRMIoia,aaHadOBI 63.± I i . ,tel I r 3 --D i j j IIP, Il WAFAR4®gBif 0Iffl0Mf Z 5La ' " Na. I a. ALL I 8 / % 0161ARYMia1P01®i1 101dj6113123MKS i 6 -� � � � aPr0109i19i®FHRlID,u010X03,R3OPWID, - 2'•6" 2-1" !) �'o I € I OJY9 TdHSIWRZR=RREKEDKMIGd �i> h � �I� at --•.. - _ � � i wusalroHo3net 59' 11/2' i ! ' s•• )1 FL.Wll , I \ \e i� if 162,it61P9NW1lINMIQ08D0®NRIDroARMJ61i I fib rr Z - j stoRxf �'• RAtH � �IHSdOXIH,0Ri41!l04DWLSaTQIC30H1 NOIES Tal: t71M5, f f0 F A.5.Ok P OP. 'TYY, as . r- -W . r-11 NNOIIN 56'1" - ! I CaVR O W LMNG WA- 2.312 50. Pf. WGOWIT a4w Lw A wA- 1.090 50. Ff, (! soda st, t . A P 500 50, Ff. (, . . ` 2' pi. s-r.r-r�R4®R1�404NIRrda113123C; I - — rORr7U(OIIIPONFId7Nf-� -- t —�- . ----- wrsae010i1t91m&IwID,raa31191ReDIWIO CLOSET f _ (CdRA6�FOONZFIAM5WAMELM t aAA00lRASRIRWWsa1P010d1161mY9iiA j lb I IT \ -/ IfJBANOF,HRHSOpSPfJ13.TM11'r0AM00R00A p� Y-------------'--- ---- 1 ----� - N j � LDTAORIgI I I� `Y I � --------- — - SWILBENSGII®NFRddNOENINIB[IE061iggM1 Pte.Ir-e• j 2L4H% ! \ i I BOISSIWLffPU®aP111aQNN61R>1RSEWPNNI3 +� t----------------------1-_-' ^ ! ' LG BOSRDSHR MAHODOOrIfAPIBFOFPIUMM O'IF(IFAMCF12000111 F 10'4 5 246xLRfL I td?A'L1C5 7 Ib'i" Ib'4 ` ! �' O" O 3msmm6.Tsmloa 01HSIAw 9 j P05t ° 2 P Ow --- ----- 44'-11/2" ----------------------- ------ ------------ I ate ) ----------------------------------------L ----- -- ---- ---- --- __---:--_--_-- --- ; 50X1224F-V4a 1______COVERED PATIO19 919X122#44a I � 5J3X1224P�V4a Ib€ % _ -------I_,_sc-o(ea ,w)ciux)_ SYMBOL LEGEND - V p �.� I I ...�' '':.N S 3Nr0'S1Mf01 RD 0.CL11lGCIRf0:0LRave ' ��JJ i \ MASTER BEDROOM ' V\ _ tau ® W/oL�6e/oDlAxltamtr m' -t• ■ ,e' -t' I \'\ .1 ..., - O - _._._._._.. _.: Y_.... / 'P b ! P I S4 4-wm roI mra \ Myr R /�71 Lxa ! .r �. S, 36'-11/2" !� ,' #� a ePz BPt - 11K. 115VACpjUXoUUr w2mp ZI - - HSVKUOpf{QNRkW'LC1t0OILlf 9ADWtlMtIGt12MN�,EfCJ O P 1 ,1 i1 , • 7XWIVIR S's+ 2 cl w nSVKsix�a3ulcoJntr rrevJner � npvKoaaAnrfarLvlaalFr ,Lretlo�prnc-�r�1�A'�Irz DINING /BREAKFAST B y i' PPA c I `P jH'-21/2" ti ((MIS 16� fi '�'" ; LAIIIOIiY ; ; r°vKoeprrdepwAuaJnxr (� �' R , R P %' i/ --•_•- n i' i - jo I VCJ 710�T115VKGIREftWILtf GUEST BEDROOM I W, -\ �. �' j I// g r-----:. 1 p (JREtLLCN.90NAMlf QLfYrAt01MWlCRIV.'dIRLIOtf \ F� LIVING ROOM 1x 1,'-Z• ■ 11'-, ® \ gild ! -0• ■ 25'-,' i �O - j� - t)iQN7fE0UAti` DIIJ�RSQkfQLIY.LIOif T ^ i i ! n vull�o coudc i. � F ww4 moamae,mrN © amwrm jg i! i ' !\ ( ) l\ - 6i (11' ihT , n �f — --�^-- iii` ® ppaLa3E ® COhmmaa wrm/Ualf �'{)" g u �f 2��j �p r � ice' [ IW19F A Q "nowKALL � 115VKt101LRRLTQIW/D/tliCRl 8' 1 )m _ L!_...^ X1'•7" �1 L�--- I" iVRN15L1010 FH[LiORStG20At aI y" 1'8"X45• I -%: ! i �•r' / �:' ._._. ^^ 4 OW.wmww/hI xNp21t m ® 115VKNRafNLmanor '�>� r 6„ { , �r7 ■ te'-1 ; �.i i •I F WIL4AILWRpeCJ1DE5CNfL101f OPN:717"'S ' ' rR906BNL,pM'ASS - j ,Tp CAAIGR>'C�/•i�G►Id12 --"=-6 - ,-------- a ----- -- \T` ------- - -+- eu Pmw ' -0. 1GNpesaw 10UNR r i \ , ./t`, 1 \•\ p t r �. ed r W/Lgtf I i (((/// VVV --------------- i \ 2';41/2" T 0111'�GELNf 3�r• , 266BHG j I \. ,i' \` ; �l' 1`�R j \. �• u` ,n pSH¢RrXA(RI191iA01NlLi� mnr .�� ' (6) 15" WfJC51lL4l5 ° GU 9A1H?deBHG :mS j \ . / i - _.^ OkNIRrAIL(SOFAQiIOWIIf>1 QLmrm Q7 i y KITCHEN T �J6 5 ,x]11'-�■Y-1• i11"%90"'; I ``\'\ .t/1 /I D \ (14'-� \f35L. �n a /� ) 'S H _ 1 •� \ 1 - 7_ ! '' 7 ) ' r GL341G12 FM \ \ r ------I ¢uJGMowlraRllOSSaRrr"m ® Wtad'anu0x) SIDEPORCH . L ------ J 10'(e' CEANG) _'Sys i g �50685L. 2 dLrTIUD1Ef t R T i�/ ` i c °,yar---� s I� - --- -- -; ? d 3 Nft (4) I6dW1L5t'�tDPi" i pq� a►a0tn1 i • WJE �i �/ t o%�' y (" t 0/G-j_____C/ 1 �NALNG 1MMM a 24" Ot, ,3' _ ' ` - --' 2X DIMN5 a PLYWOOD �5 O IwimmC 2 X*Osx sap0 2 �' _ ax x 2 j i x 5 F1 Ml C4) I6d WL5 PER 9<=/(itJG t � d ._, � ---1=9r �// If T � ! � '� � �r ^.^ I J s•�''• 15',4" 21(A.GCJt1PY �.^ STUDY $g --- i �� ®' I a 2X4AAOONG R f-.^ - N s'-,• ■ ,Y. tY-n' _ _ _ COVERRED POf�CH- ^ _ - - , _ _ - ,•\ 1 P r so .too• --- 1 8S"OL. BJ NNSo3"OL. 1 r j5J3%1221Pit�A _-----____-; 5J3X1221PV1LL-----------------____5J3X122M'-V1Q-------------------- f--- _\ -- MD ---- ----- --------------------- 0 Lxr } Lir o P ------------------------ My' R91lD 11 6 RI 5 1 - 2 3 � 7 1'4" 25'-5" 4"9PJ0(P/LWG Ib'4' I6'4" 10 I 6" Ib' -0 I'4 EP1MIN6 W% 2 \_56frrt MT& AT P0001& SULi; I" - 1'-011 3 '6Jig ,O rV^ Q O MM� "y C a� sill z < m z Q Q wE F JOB NO. ORMANO 140. 3 REMSON NM 1 B min I ISI LI �a PaNroP Roof •"PowoP IPfiRLum CARPORT 25-0' x 17-tr (SAB) m i I p o0 Pune6Ne � I '--- oa ,:a a I MIN I SL ; I a o:IM Y � � � li a o�BF1 i! j APPRO i ; x� ` Cc L47M FL=LIZ o 1 � gutta 4 122 NDTIS: ♦ rn. 12 I�iro®41a�PAt�N0160F19�T1 0-. U WB17. 61' COff4 Z NO Qi995) gOLOCJCa M)� GLaNOEeTCp.��O�'� � r REAR ELEVATION SA8114=1w• W -V We LOWER FLOOR PLAN ; i I p o0 I I � oa ,:a a I MIN I D I a o:IM V o�BF1 i! i ; I; I •� 1 , o 1 1 42- ROW WIWMXWP STORAGE ROOM ' I --- � ! i i � 14'-0' x 28'x• � �/ ' � I V < m ON. 16 ' I F UPPER FLOOR PIAN ,►�=ca u, otf ------- O E W -V We LOWER FLOOR PLAN ; LEFT SIDE ELEVATION sum u4•= ra 4 x i p o0 I am � oa ,:a a I MIN D a o:IM V o�BF1 Visit LEFT SIDE ELEVATION sum u4•= ra 4 x DODD�O NO SIDE ELEVATION sauF u4•= r� i 2 R �� i '\ X11 I am � MIN D V Visit o 1 1 42- ROW WIWMXWP 4161/211 V < m ON. 16 ' I F UPPER FLOOR PIAN ,►�=ca DODD�O NO SIDE ELEVATION sauF u4•= r� Ila � MIN D V o < m u, otf O E a� 3� `a JOB NO. ORAWINO NO.I.RNSON 4 NO. B m LLEUIZ i a= �� 0 0� Y ♦� 0 O a v a n m -- -- — — --—•--•--•--•--•--•--. 785D5 ---•--•--•--•--•--•--•—FP — -- —� � �- ., v4$� � a�ea� a •,u� a� Nouv�m Yamaalr I - --- —— „ I AAA I I I <) I ' I I I I I I III �• � " I I I I I I I I. SII I I 4 I 12'Ma.vaVNWWirA3UA "VZN I 4 — -- -- -- --;-- -- -- --'- •--•--- 18----•--•--•--•--•--•--•--•--•--- OAIE 26JANO2b. ORAWING ME WAR & Of UV5 & 59 FLM NO. WE ISSIM NO. OATE REYMON Better Builders Construction JOHNSTARR General Contractor Ltc No 323225Q 526633Royal Oaks Dr„ Oroville, Ca 599-2574 :,-� 16 .1 =-10 �� °= "a °"• °°'� A � Re/ �IU -� � ISrALE/4�� a,"� M51MNCE OF Mtz, & MR5. J05� BAI,17 M M $ ORMN P P.P.C. V , AY, 00 DONITO COI o 01665, CA. ILL I I I z SW C FM 11 z N -!QIT;; DI AM %J I I 111� I LMI I Is - * -: ...... :- ... 7 ... -7 ..... ............ X�.nx .......... . ......... ...... ............ ............. ...... ............ ... ............... ........ ...... . ........... ............ ...... ------ ...... ............ ...... ............. ...... .................... ..................... . ........... . ...... ........ ................... ....... . ....... : ..... ...... . ... ..... . .......................................... ....... ....... ........... .......... ............ ...... ...... ...... ..... .... ..... ............ ...... ................................. ..... ...... ----------- ............ ........... . ...... ...... ...... ...... .......... ...... ................ . . . . . . . . . ..... ....... ....... ...... ...... ..... ...... ........ ....... ...... ....... ............... -- ------ ............. ......... .. ...... ...... ............ ...... ...... ............ .................... ............ ............. ...... ...... ................. . ... Mo. IA . . . ...... ....... .... ......... ... ............ ...... ..... ..................... ...... ............ ...... ............................ ...... ............ ....... 7 . . . .... ...... . ..... ........... ....... ....... ..... . ...... .. . ... .............. ... . ...... ..... ...... ..................... ....... --- ......... ........ ...... ...... ... ....... . . . ........... .... ..... _-j - ...... ...... ...... .. .. .. ..... .... . ...... . . ....... �. . ... ....... :W : ..... ...... r- .......... ...... ...... ...... .............. ............. ...... ...... ......................................... ...... .. ........ ...... ............ ..... . ............. ............. ............ ............... ............ ..... ...... I . . . ..... ...... ...... ...... ...... * ..... ...... ............. ...... ....... .............. ..... ............................................... ....... ... ........ .. ..... ) ..... ............ ...... ..... ...... I ..................... ....... ............. ............. ...... ...... ...... ...... ............. ...... ..... ...... ...... ............ ...... ...... ...... ...... ....... . . . . .................. . ..... ... ...... ..... ...... * ..... ..... ............. ..... ...... * ..... ...... ........... ................... I ............ ............. ...... ...... ..... ...... ............. ...... L ............. ................................................. ...... ...... ........ ... ............ * ..... ..... . ............. ............ ................. ...... ...... ...... ......................... ...... ....... ......... ...... ...... ......... . .... ...... . ........... ) ......... t ......................... .... ...... . IL T- ......... ...... ..... .... .................. ...... .............. ...... ............ ......... . ..... .................... ...... ...... ..... ...... ............ ...... ............. L ....... : ...... ............ ..... ....... ..... ............ .............. ....... ...... .............. ................... ..... . ............ ...... ..... ...... ...... ............ . ................... ...... * ...... ............ :.L .... ... . .. . ...... ............ ...... ...... ...... ...... ...... ....... ..... -4- ............ ........... ............ . ..... .... .... 7 ............ ..... . ..... . . . . . . . . . . 13 - .............. ...... ............. ............. ...... .................................. ..................... ...... ...... ...... ...... I ...... I ...... ...... ......... ............. ..................... ...... .. ...... ............ .............. : ...... ...... ...... * ...... ...................... ...... ............ ...... ............. . ......... ..................... .................... ..................... ..................... ...................... ...... ..... ...... ......... .... . .............. ...... 7 ............ ...... ............. ...... ............ ...... ............ .................... ...... ...... ...... ............ ...... ................... - ...... ...... ............ ............. ...... ...... ...... . ...... ...... ............ ........ ...... ..... ......... .. ........ I ..... ...... ............ ...... ............. ...... ................... ................... ............ ...... ...... ........................... ...... ...... ......... ............................................................... ............... I ...... ...... I ............. ..... ...... . ............ ...... ...... ...... ...... ..... ..................... ------ ............ ............. * ...... ...... ............. .............. ............................ ...................... .................... .................... ......................... ........... ...... ...... ...... ...... ...... ............ ................... ...... ............. .................... ....... ............................ ............ ...... ...... ...... ...... ...... ............ ....... ................... .... . . . . ..... ..... .................... ...... ........................... ...... ...... ...... ...... ...... ............. ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... ...... ...... ...... ....... ............... ..... ....... I ..................... ..................... ..................... ...... ............. ...... ...... ...... O ............ .................. ...... ............ ...... ...... ...... ...... ............. ...... ......................... ...... ................... ........................... ...... .......... ............ ...... ............. * ............ ............. ...... ............. ............ ...... ...... ....... ....... I I ..... ...... ............. ...... ...... ...... .................... ..... ............ ...... ..... ...... ............. ...... ...... ...... ....... ..... ...... ...... ............. ...... ....... ...... ................... ................... . ... . ................. .................. ..... . ..................... ...... ............................................. ...... ..... ...... ...... 7 ..... ..................... . . . ............ ...... ............. ...... ...... ................... .............. . . . ............ ...... ...... ...... ...... .................... ...... ..... ..... . ............. ...... ...... ...... ...... ...... ............ ....... ............. . . . . . . . . . . . . . .................... .................... .. . . ....... ............ ...... ............ ........ . : ...... %Q ............ ..... . ......................... ...... ...... ........................... ................... ...... ............ ............ ...... ...... ...... .... ...... ...... ...... .............. ..... je ....... ..... ...................... M ...... ...... .................... ............. ..................... .............. ...... ............. .................... ....... ........... ...... ...... ............. ...... ...... ...... ...... : ...... ...... : ...... Mitchtillsa 'ding:ma, !erifils Warefious� ; ...... : ....... r ..... ....... ............ ...... ...... ...... ...... ............. ..................... ...... ...... ...... ...... ...... ...... ............ . ...... ...... ...... ...... * ..... ...... ............ ...... ...... ...... ...... ...... .1g, mix I ............ ...... ............ ................................ ...... ............ ............. ...... ....... ....... ............ ............ ....... ...... ...... ...... .......................... ...... ............ ...... ..... ...... e Ading Mai 3 &.i.6-44dq ............. ....... ............ ...... ....... ............. ...... ..... ...... (s..(i ................... ...... ...... ...... .................................... I . ........... . .......... ...... ...... .......... ...... ............... *..; ................ ....... * ..... ...... ..................... ....... ...... ...... .................................................... . ............................ ..... ............ ...... * ............. ............ ................................... ............ . ..... ............... .................. . ............ ............ I ........................ : ............. ...... ..... ........................... ...... ............ PROVIDE 'FOR ALL " R51 20 PRI OST FOR OFFICE. USE ONLY ADJACENT PARCEL Assessor's Parcel Number scale: I S1 Zoning: General Plan Desig: Size, Acres. SIZE (AC): 'ZONING: GEN PLAN: USES: 1 '4 NEW GARAGE 1,500 5F OWNER: ROY MILLER 230 WILLEY WAY BIGG5, CA HOME:: 1-775-832-5622 1/2" x 10" ANCHOR BOLTS 4' O.C. . W/ 3"X3"X 1/4" 5Q: WASHERS, 12" FROM ENDS AND JOINTS OR USE 51MP5ON MA55 FOUNDATION ANCHORS 12'-0" WALL5 30 YR. ELK DIMEN51ONAL COMP. SHINGLES W/ RIDGE CAPS / COLOR VERIFIED BY OWNER 4'X 8'x 5/8" 8". O.C. LP SMART PANEL 51DING 5:12 PREFAB TRUSSES ` 2' OVERHANG 2XG @ I G" O.C..WALLS " GX 12 HEADER5 TYP. U.N.O. BRACE WALL PANELS TO BE 4 X 8'X 5/8 8 O.C. LP SMART PANEL 51DING W/8d @ G: 12 W/ 1/2" AB 4' O.C. BRACE WALL PANELS TO BE 15/32" PW W/ 8J @ 2" BN, 12" O.C. FEILD 4X 5TUD5 + BLOCKING @ PANEL EDGE5 G-5/8" X 10" AB PER PANEL 51MP. HDU I 1-5D52.5 W/ GXG STUD @ EACH END BRACE WALL PANELS TO BE 15/32 PW W/ I Od @ 3" BN 12" FLD; 3-5/8" X 10" AB PER WALL; W/ 51MP.HDQ8-5D52 BRACE WALL PANEL5.TO BE 3/8" PW W/ 8d @ G: 12 1/2" X 10" AB @ 4'O.C. W/ 51MP50N PH D2 W/ 4X 4X 5TUD5 @ EACH END 1/2" x 10" ANCHOR BOLTS 4' O.C. . W/ 3"X3"X 1/4" 5Q: WASHERS, 12" FROM ENDS AND JOINTS OR USE 51MP5ON MA55 FOUNDATION ANCHORS 12'-0" WALL5 30 YR. ELK DIMEN51ONAL COMP. SHINGLES W/ RIDGE CAPS / COLOR VERIFIED BY OWNER 4'X 8'x 5/8" 8". O.C. LP SMART PANEL 51DING 5:12 PREFAB TRUSSES ` 2' OVERHANG 2XG @ I G" O.C..WALLS " GX 12 HEADER5 TYP. U.N.O. APPROI'/,HATE LOOG'Al/O,V OF +� SEE DETA/L A' _ - 33' K'/OE /RR/6AAON ESAIT. 0 I9ER B.Y /9B OEfOS P0.2}f/ -- 6188' !RJ 678?. S2'(M) Tb iF MEAO AYE. -- - - 109"/Ic lei ea6 [3.03' - BiQCs SAsr ywr. I".. SPA:I Awswew BY R.C.E. 14640 - pER (Rj) .•} P632. 00'!4) A0 Q' A/EAO AYE: 1� �•7 daze (RJ 40 00'(4 RJ L 189'19'06"E(M1 ?6/3.03' L.9 4208 J _ L' 10160E --ABT NMY. f AW09s e, 4s, AMY NOTE= TN/S /S >!f MEAD AVENUE ONLY. TWE f96 SECT10NL1NE /S ZO= W --ST PER (R,) ///d - PEA? !Ri! R.R. 9PAYE FPEORY r4�EN//E SURVEYORS SURVEYORS STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT AT THE REQUEST OF ROSS WILLEY, ET AL IN MARCH 1987. DETA/L ~i0 N N.T. 9. oFOfcS,g0 y �F 4 No. 14225 T: 313118E f a 9., OF CAU1Z%.y Ile) 3/dB' \ 189• /9'4G'E(MJ3/69.49' 509^ 4d'48 6(Rj) 3149.441, \?9Os.IO(R )19LtS4SlAM 194 (RJ idI.00 (.Q RI SPX 4 N'g9NEQ 864.04'(41 BY R.C.E. /4640 ,V. 4c. eop LOT Z/ ;o �� • t} jyrt !'4' j� t� /W A40 SCONC. MON. /R.C.f. /4640) PER (R) Al A. P. N 89• E (R7) ' - S 09.4s,34'-- (Rj) 500/. 33' - 109• /9'46'-- !M) S801.49' (%)5700.00' 70 E' 4EA0 AYE. LEASN�D • - FD. A9 /NO/GATED X -SET v1" RE6WR G.S. 4100 OR A3 1NO144r'f49 O - P41NT Of7ERM/A/E0 AV[Y (M)-MEAS//REO fR) -BA: S MARf• lig. 31 (R') -S& 49 MAPS P6: 14 %AILD SG (Rj)-BA' S4 MAPS P0. 99 -BA: (R41 90 MOPS PO. 57 !Rs) -BA: 9Z MAPS /W 31 (J r !Rd) - aw. 9b MAPS P6. 94 MAPS PS. 47 p No. apOg OFC 4 h NOTES ; O � 1 ^ 0 � $ Al PROPOSED 60 /V/OE NON- EXCLU9/YE R10117. all. 'WAY � AOR ROAD, PUBC/C U7/L17/08, 0 ORA/NAOE. O �• e� '♦!` 0 L3) TNESE Lavoy MAY BE 8UB✓ECT Jv TERMS i - 'k \ 4 •Z 610.VO/T/0A1f O' YWO AOREEAlE,4V7V REOARO/NO L7EL/YERY O' /f6ow. R/6NT-O'-Hf4YS'Ow V E Q h O V h V V V h h Q V Q V h O V & 01761--5 OR 4900X A" COYENAA/TS PACE 70, . A'ECOROER /910 $ "H" L10YENANT9 PACE 94 g O of �, V V '+► O V o) V V a r� �/ 0 APR/C 2/, BQpX RECORDfO APR/L 21, /9/0. i yj • p • o 00 a) C) TO' W10E EASEMENT EOR AWO J1N0 ORA11.06E P//.PROSES AS RESERVED /N OEEO Oh' 2 O O D t\ 42/7L'W OROM RUOD TO INSCO Q.P. SE•P. N 45- V7S4 e. m s �T �22Gd �O.00YR,MJ Il 3 'lM) ?G4.d10'(RM7 20000'%RM P64•GO �MJ ?G.0.00'(R, M� \ p;l'� � �-- I - -NB9•/9�6'ElMJ/S66.SS'- '�'P �qq I C SEE NOTE A"` 1 h O N A. Oi '1 �• O V O O O ;13 :!o g h A b$ V O O O O � v °o j224 (R) 238.6/YMJ 2Ga00'GPMI I l 264.00'7%.4 21'd4.007R,M)/036.00'(%,41 �► y .•} P632. 00'!4) A0 Q' A/EAO AYE: 1� �•7 daze (RJ 40 00'(4 RJ L 189'19'06"E(M1 ?6/3.03' L.9 4208 J _ L' 10160E --ABT NMY. f AW09s e, 4s, AMY NOTE= TN/S /S >!f MEAD AVENUE ONLY. TWE f96 SECT10NL1NE /S ZO= W --ST PER (R,) ///d - PEA? !Ri! R.R. 9PAYE FPEORY r4�EN//E SURVEYORS SURVEYORS STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT AT THE REQUEST OF ROSS WILLEY, ET AL IN MARCH 1987. DETA/L ~i0 N N.T. 9. oFOfcS,g0 y �F 4 No. 14225 T: 313118E f a 9., OF CAU1Z%.y Ile) 3/dB' \ 189• /9'4G'E(MJ3/69.49' 509^ 4d'48 6(Rj) 3149.441, \?9Os.IO(R )19LtS4SlAM 194 (RJ idI.00 (.Q RI SPX 4 N'g9NEQ 864.04'(41 BY R.C.E. /4640 ,V. 4c. eop LOT Z/ ;o �� • t} jyrt !'4' j� t� /W A40 SCONC. MON. /R.C.f. /4640) PER (R) Al A. P. N 89• E (R7) ' - S 09.4s,34'-- (Rj) 500/. 33' - 109• /9'46'-- !M) S801.49' (%)5700.00' 70 E' 4EA0 AYE. LEASN�D • - FD. A9 /NO/GATED X -SET v1" RE6WR G.S. 4100 OR A3 1NO144r'f49 O - P41NT Of7ERM/A/E0 AV[Y (M)-MEAS//REO fR) -BA: S MARf• lig. 31 (R') -S& 49 MAPS P6: 14 %AILD SG (Rj)-BA' S4 MAPS P0. 99 -BA: (R41 90 MOPS PO. 57 !Rs) -BA: 9Z MAPS /W 31 (J r !Rd) - aw. 9b MAPS P6. 94 MAPS PS. 47 p No. apOg OFC COUNTY SURVEYORS STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH g�� SECTION 8766 OF THE LAND SURVEYORS ACT THIS �DAY OF- AIC , 198-1. WILLIAM CHEFF .C.E..14225 EXP. 6/30/88 WN D. CHRISTOFFERSO LOM/ 5.4208 COUNTY SURVEYOR 09'57'08"(M) 110. SPX. I WAdXER /4640 I BI' R.C.E. PER (.fi, Rd, R,) SEE6IEET d I I o$ �V T -5D — 1A I1 ■ SCALE � /"''eroi0' 10 PlelAIMP A I d 0#0 1.7.8. OASIS elleeE.oelwoo THE CENTERLINE OFMEAO AVENUE MRZA/ BETWEEN MONUMENTS I.VOICATEO AS NOO.47Z'18"E PER 94 MAPS 9477115 SNEET' ONLY ) 0 —�� — f0. 4zP,1! if W,08NER 3169.4074) 3168'(%) _ BY R.C.E. 14640 PER (Rj, RI • R3) RECORD OF SURVEY WAS /, J -1J, Btoc& ?, ANO A MAMMON Of Lor g, 810 S, NSP/o Somme ctomvr ; Mir. s A"" Ps. JI... mac /N A.M.4.0.ocrso aer/om /i /d, r/BN, R3E,M.QM.,pVN/N- eaR/9AwrEO -4,arw of ams eo., eAL/f. ~aelss Mary* Er.oft . RECORDERS STATEMENT FILEDTHIS_231 .DAYOF a&aAU-,k} 1981 -,AT A.60 IN BOOK 16(p OF MAPS AT PAGE ')(0- '71 , AT THE REGUESTOF Y'Z'oss W %\\a!�A. o C--,�bA SERIAL NO. ani - 3) 4 Ito CANDACE J. GRUBBS G DDA A ' S�/EET / QF 2 ENGINEERING SURVEYING PLANNING 220 GRAND AVE. OROVILLE, CALIF. 95965 (916) 533.2068 B7 -G124 SITE PLAN - =vck ... ............. .... ..... ...................... ... .......- .. _ .. =, V^�... .. ..................... .............. .. ........... .. .. .. .. .. .. .. .. .................... .. . `�. - ® .-•.,.fit• . �t ... .. .- ... Q. ...�.6 .. . -- - ---. -- t 6. Al _. ::. �. r };. t! r :1 k i... �y t r . i. E .. .. .. .. ... .. .. �c '• . .. ............ .... .. .. ... .. .. _. .. //.................... ............ .. 11.. .. .. - - -... .. �... .. .. ............. .. ...................... _ _ .. L' i .. ..'. ....r... .. .. ... .. .. ... .. .. .. O. `` s� r .. .. .. .. .. mac:...... .. .. ............................. .. .............. ............ .. .. .. .. .. .. .. .. .. .. ` ...�;... 2 ............. .. .. .. .. .. .................:........................._............. ..\... ..- .. .. t .. .. .. .. ... .. .. .. ... ............ .. .. .. .............. ............ .. ............. .. ............ .............. .. .. ................... .. .. .. .. .. ... ... .. .. .. ..... __ .. .. .. .... .. .. . ....... .. .. .. . .. .. ..... ......................................................... ... .. .................................................... s .... .. .. ....... .. ... .. I . . . . . . . . . . . . . . .. ... ..... _ . . .. .• .• .. •. •• •. •• .•...........• ................... .. .. .• •• - 1 •.. .• .. ........... ... .. ` .. ... .. .. .. .. .• •.............................•. ............ •. •. ... .. .. ............ .• .. .. .. •. •. _ .. .. ... .. -- V • V _. _. �1 . .. . . . . . . . . . . . . . . . . ..................... .. .. .............. .. .. .. .. .. .. .. . . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. .............. .. .. • •. .• .•.................... •. •Mitchell's $ ilin� Materials Vl�aretious� � �, `�. . ••.......................................................• ••1�• . A .. . . .. . . . •. . . . . ,....., � � a� . ...... 3 V. .... , . ....s:............. .. ...........i.....r.... . .. ................................. ... ... ..... ...._... R. �. • :'.�h...:....._....... ....... ...................................._......................................._..... ....... .,�✓.-. �• (. ..................................... _..................... ...................._....._............._..--.... ---.-..._.... ...... _.... ..........._ FOR OFFICE. USE ONLY ,:TF PROVIDE'FOR ALL Asseessoes Parcel Number: �,� = ] ®®® cele: 1 - o v ADJACENT PARCELS ' Zoning: Owner Name SIZE (AC): C+o a General Plan ®esig: ZONING: Address / Prone No. �J Win'' - a A 0 S¢ Cr@S GEN PLAN: Rita 1 nr�tinn !P,<-/9--A4i - - cOt i N�-1 . e' A - I ISFS• C Certificate . 0 5 4 0 7 4 THIS 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 NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses RITC 117-93 -- Manufacturing -- Standard Specificaftns For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members 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 lumber grade and glueline bond quality, ®O0go9flfll1�8�®. W p 0® s.", _rn.. by w` Thomas G. Williamson m Executive Vice President 0 ENGINE REp.WOOD JYSTEMSi. a related corporation of APA —THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 • Tacoma, WA 98411.0700 Telephone: (253) 565-6600 - Fax Number: (283) 565.7265 TQ.' ar1H-I SNI SQOOM N631S3in T09BV680EST 6S:80 9002/80/60 -•— L-�°A`V QHL11V{ and SPENCE PROJECT /GL r — Z�v �;(,E i.G'l z CIVIL ENGINEERS and SURVEYORS gY J DATE 100% UVE OAK BOULEVARD U30�671-1008 pp��5 YUBA CITY. CA 95991 lax(530�671-0x22 JOB NO. (.�'�/" 7i SHEET OF C44 r X tvI 444n �oQ��FEss/ pN .s F2/ _ v I �f" E m / No. 52815 A �L% � � W ®w5 ,t Exp. 12/ 1/08 .k �Y TF pF CAl\F�� SDI u� 0 Z3° h SIS,zS o L �T. T�M �UTTEro , BUILDING APRR ,\fE® - �// a8 �a Al -0 ' LA'�JGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (5301671.1(108 Pf h �5 YU13A CITY. CA 95991 liix (531) 671-0822 PROJECT MG�t"�2 BY .J, J DATE O? JOB NO.LP�Z I SHEET i OF l l x o.4 X, o; g45 3 I ; $ 4/s? poe4:& . 14 x VA5 A4 el .�Ave 0/4"o xzej co'R`w' BUILDING 0 APPROVED nt LATJGHLIN -and SPENCE CIVIL ENGINEERS and SURVEYORS 100,1' LIVr OAR BOULEVARD (530) 67 1 - 1008 Pf k L`' YURA CITY. CA 95991 lax (530) 67140822 2) PROJECT BY DATE JOB NO. aF (,OS�ZI SHEET OF 1 �- .� I2X ZAD o 2.2 } _ . 5 z5 x 22� i . BUTTE COU �'y BUILDING D ° tt .� APPROVED ' LAUGHLIN and SPENCE ox�-n, CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK flODU*%%KD (530)(,71-1003 YU13A CITY. CA 95991 las(?30)671-03'_2 �V-00T �3gsbtWb ., — az* U,ul` M PROJECT P,r�• BY F) , DATE&.Z , -02 JOB NO.4el SHEET OF 2 C 5'4" 13z pw co/ to r IZ X21 'X 3►3�X I2.z ��-�.-z�--� �/� 2x 1�"K�,3�x 1,c.B� 3.33xlzxlox I,�-� yr •5D52,5 wl -4x-Cp �,> 3 N +- C kAi M to 21xo,3�I) 1,24/, �J` ►+nip �C�To LA[JGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS m 100SLIVE OAK 13QU1-1ivAR1) (530)671-1008 Pee�s YUBA CITY. CA 95991 11- (530)671-0822 PROJECT 6r�®IGG" BY �', `�' DATE JOB NO. `% 2-1 SHEET 5 OF LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS °j WON LIVE OAK BOULEVARD 1530)67-.1003 n£ �5 1,u13A CffY. CA 95991 I'm (5101 6 7 1-03 22 PROJECT BY �,� , DATE ^ -0 G JOB NO.y�(a►��,� SHEET --U_OF VFA, Arrap els 2oi X 14-x IZ I�-- ;�X IsX:lox 1 • 14X IzX ►ox� ww, Z 3' F -x-43.4 I 1 x35x I S�x 17 3�x IoxiZX�=� o � LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 100S LIVE OAK BOULEVARD 15301671 -IOU& Cl pe�t5 YUBAN.CA9:991 1a�15.01(71-11,422 i a,444W T�5;U� S - PROJECT ////` BY J5. DATE -2- 'O JOB NO. 0 COi SHEET -OF Ta �WA t �o 2)(u O2ippco� w/ 2XCo 4X6� ,64 4x tlo V� •f E y �Ff 11 MITCHELL'S GARAGES * STORAGE BUILDINGS COMPLETE PACKAGES *CUSTOM BUILT OR MATERIALS ONLY PHONE- (530)846-4409 OR G82 -G232 OWNER: JERRY MITCHELL 30'X 50'GARAGE f OWNERS: ROY MILLER DESIGNER: KEEN DE51GN 230 :WILLEY WAY. - 1 240 HWY .99. BIGG5, CA G.RIDLEY, CA .PHONE#" 1-775-832-5G22 PHON-E# 844-2022 OWNER: MARLON KEEN BU7- E C� , BUIL y lz. A�Pp DIV J'io; R®V h► J Mitchell Mitchell's Buil 'ng Materials Warehouse . ox 1038 Gridley, CA 95948-1038 (530) 846-4409 �C SIMPSON H-2.5 OR EQ. @ EACH TRUSS TO TOP PLATE 2XG PRIMED FASCIA 4- BARGE Z s N 2XG BLOCKING @ 8' TYP, 2XG TRIMMER TYP ---__ BRACE WALL PANELS TO BE SEE SCHEDULE 2XG P.T. SILL PLATE /- PREFAB TRUSSES @ 24" O.C. 12 5 30 YR. ELK C OSB SHEATI- UF GX12 GXI2 N a. 4" GRAVEL, VISQUEEN, 2" SAND -� 2XG STUDS @ I G" O.C. TYPICAL SECTION .FRAMING SCALE: 114"= 1 '-0" 12' WALLS /r P.T.D.F. #2 2XG SILL PLATE 1 /2" OR 5/8"0 X 10" ANCHOR BOLT @.4' O.C. SEE FDN. PLAN FOR SPECS. Tf Ti 4, v '[ a ' ' #4 REBAR 1--f 2" MIN. FOU,N DATION DETAIL -' SCALE: I"= 1'-0" FILL Fc=2500 psi DIMENSIONAL COMP/ O/ ► 5#X 3G" FELT O/ 7/6" ZING STAGGERED $ NAILED W/ 8d@ 4:4: 1�0 -2X4 BLOCKING B,N, W/ 8d @ G" O.C. 2XG DBL. T.P. OVERLAP @ CORNERS 2XG FLAT CORNERS D.F. #2 2XG @ I G" O.C. I /2" X 10" ANCHOR BOLT 7" EMBEDMENT @ O.C. 12" FROM ENDS * JOINTS / 3" SQ. X 114" THICK STEEL PLATE WASHERS @ EACH BOLT DRILL SILL PLATE HOLES TO 5/8" FIN. GRADE 4" CONCRETE SLAB 2500 PSI @ 28 DAYS ' 11. 52815 ,t Exp. 12/31/08 \TF FC+ll O CALIF 6 b I rl --- �---------------------------L-=-$---�- I 51MPSON HDU 115D52.5 W/ I----�--2 N I " DIA. ANCH. BOLTS W/ 2-14" I I 5Q. X 3/8" PLATE WASHERS W/DBL NUT * WASHER @ BTM. I I b MIN. 18" EMBEDMENT TYP. I I I i I I I I 24" WD; X 18" DP FTG. I I W/344 TOP * BOTTOM TYP. I' (� FLOOR PLAN I ---------------------_ " 4" THICK SLAB SINGLE POUR I " 12" X 12" FOOTING I " G X G X 10 X 10 REME51-1 " 112" REBAR 2 RUNS " 8" ABOVE GRADE " 4" GRAVEL, VIS UEEN, 2" SAND r- 1 I I I I I I I I I SIMP. PHD2 W' 55TB 1 G AB I I I I I I I o I I I J L HDQ8-5D52.5 W/ 55TB28 AB - II II 24" WD, X 18" DP FTG. W/3-#4 TOP * BOTTOM TYP. I I I I i i I I I I s �j�2 fc�G I FSA I I I I I I rl - II II HDQ8-5D52.5 W/ 55T528 AB - L-------------- - - - - -- ----- ---_----------------�- 501-111 12" X 12" FOOTI NG5 W/ 112" X 10" ANCHOR BOLTS @ 4' O.C. 12" FROM END5 * JOINTS 12" X 12" FOOTINGS W/ 5/8" X 10" ANCHOR BOLT5 @ 4' O.C. 12" FROM END5 * JOINTS MIN. 7" EMBEDMENT W/ 3" 5Q. X 1/4" PLATE WASHERS @ EACH BOLT $ 4 BOLTS SPACED EQ WHERE 4' PANELS OCCUR PER. PLAN. -- HDQ8-5D52.5 W/ 55T528 AB 5 W/ SSTB28 AB le XP. 12/311% s CIVIL �F CALIFO NEW GARAGE 1,500 5F OWNER: ROY MILLER 230 WILLEY WAY BIGGS, CA HOME:: 1-775-832-5622 2" x 10" ANCHOR BOLTS 4' O.C. 3"X3"X 1/4" 5Q. WASHERS, 12" ,OM ENDS AND JOINTS OR USE MP50N MA55 FOUNDATION ANCHORS `-0" WALLS YR. ELK DIMENSIONAL COMP. SHINGLES RIDGE CAPS / COLOR VERIFIED BY OWNER X 8' x 5/8" 8" C.C. LP SMART PANEL SIDING 12 PREFAB TRUSSES OVERHANG G @ I G" O.C. WALLS 12 HEADERS TYP. U.N.O. . BUI-IrE COU.,,�,,,-ry SUILDIPINIG DI"i!.oSla, APPROVED BRACE WALL PANELS TO BE 4'X 5'X 5/8" -8" O.C. LP SMART PANEL 51DING W/8ci @ G: 12 W1 112" AB 4' O.C. BRACE WALL PANELS TO BE 15/32" PW W1 8cl @ 2" BN, 12" O.C. fEILD 4X 5TUD5 + BLOCKING @ PANEL EDGES G-5/8" X 10" AB PER PANEL 5IMP. HDU I 1-5DS2.5 W1 GXG STUD @ EACH END BRACE WALL PANELS TO BE 15/32 PW W1 I Oci @ 3" BN 1211 f LD; 3-5/8" X 10" AB PER WALL,• W-LSIMP.HDQ 5D52—S BRACE WALL PANELS TO BE 3/5" PW W1 8ci @ G:12 7 112" X 10" AB @ 4' O.C. W1 5IMP50N PHD2 W1 4X 4X STUDS @ EACH END 2" x 10" ANCHOR BOLTS 4' O.C. 3"X3"X 1/4" 5Q. WASHERS, 12" ,OM ENDS AND JOINTS OR USE MP50N MA55 FOUNDATION ANCHORS `-0" WALLS YR. ELK DIMENSIONAL COMP. SHINGLES RIDGE CAPS / COLOR VERIFIED BY OWNER X 8' x 5/8" 8" C.C. LP SMART PANEL SIDING 12 PREFAB TRUSSES OVERHANG G @ I G" O.C. WALLS 12 HEADERS TYP. U.N.O. . BUI-IrE COU.,,�,,,-ry SUILDIPINIG DI"i!.oSla, APPROVED ROOF PLAN SCALE: 3/1 G"= 1'-0" 5/12 PITCH FOR EVEN FLOW ATTIC VENTING USE: (2)- 14" X 18" GABLE ENE) VENTS (14)- 3.5" X 22.5" SAVE VENTS 2X4 OUTRIGGERS @ 4'O.C. 7/1 G" 05B SHEETING 5TAGGERED NAILED W1 8ci@4:4:1 0 W1 15# 30 fELT—"',� 30 YR. ELK DIMENSIONAL SHINGLES (1) =51MF50N H2.5 CLIP5 AT EACH TRUSS TO TOP PLATE TRIJ55E5 @ 24" O.C. UP. 12/31/08 CIVIL / 1z" OF BUTTE COU" BUILDING DII VISIO' APPROVED 05B 05D 0155 — — — — -- — — — — Lu Q-- 0 L6 Lu (I- 0 .......... ........ ........... r- (1) =51MF50N H2.5 CLIP5 AT EACH TRUSS TO TOP PLATE TRIJ55E5 @ 24" O.C. UP. 12/31/08 CIVIL / 1z" OF BUTTE COU" BUILDING DII VISIO' APPROVED 7/ 1 G" O5B SHEETING STAGGERED HAIL Fn W1 flAn4:4: 1 n bvl 15# 36" FELT ^ n Gry7/1 G" 0513 SHEETING 5TA�D GGFEE BUTTE CO. , , + Y 13UlLDING ®, V $Slot APnm . 28] 5 +> Exp.No12/31/508 LP \j� C�V- OF CALJF FRONT EI 5C,AL.E: 2 I All V 1 Q11 ^Anl C l/GAIT Vic." 7- -BAR I X3 TRIM PRIMED 2XG FA5CIA BARGE BOARD 2' TYP. 7/1 G" Z -BAPS. IX4 TRIM - REAR ELEVATION 5CALE: 3/1 G"= 1'-0" FIN. GRADE 'G" Z -BAR X3 TRIM RIMED 2XG FASCIA BARGE BOARD YP. Z -BAR K4 TRIM ADE 30' 14" X 15" GABLE VENT BUTTS C tt i/ 1 •0513SHEETING 5TAGGERED 13��L®. I p % �I X130 YR' ELAILED W1 �D DIM5H NGLESELT _ �� PpN®n F 30' a FLUSH LVL BEAM J DOUBLE TOP PLATE ANCHOR BOLTS PER FOUNDATION PLAN W/ 3" SQUARE X 114" THICK STEEL WASHERS PRE -FAB GABLE END TRUSS FOR FLUSH MOUNT. BEAM 5TG224 STRAP W/ 28 1 Gd BOTTOM OF TRUSS TO TOP, OF PLATE 2X4 BLOCKING TYP. IFII II II II II II II LI LI II II II I�I I�I II II -*LL_ GABLE END RECESSED TRU55 1/211 = 1 I-0" 1T�ms Div BUTTEBUILDING 1 APpRov v� 4) CAM N