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061-630-002
a -/ I 1 1l0 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: 238 LONESOME DOVE CIR Owner: Permit No: B07-2122 APN: 061-630-002 JOHNSON, THOMAS & DENISE Issued Date: 01/11/2008 By TMP Permit type: RESIDENTIAL 1350 CALZADA AVE Subtype: SFD-Custom/Model SANTA YNEZ, CA 93460 Expiration Date: 01/10/2009 Description: LOG CABIN 1800 SQ.FT. (805) 331-3083 Occupancy: R-3 Zoning: U Contractor Applicant: Square Footage: JOHNSON, THOMAS & DENI Building Garage RemdUAddn 1350 CALZADA AVE 1,800 SANTA YNEZ, CA 93460 Other Porch/Patio Total (805) 331-3083 1,800 FEE INFORMATION CWIF SF $2,411.06 DBFIRE Fire Inspection (SRA) $102.70 CWIF SF $2,269.89 DBFIRE SRA Fire Plan Review (S $102.70 CWIFAUD Impact Processing Audi $50.00 DBOMSCF Fire Safe Standards Re $115.98 CWIFDDS Impact Processing Fee $50.00 DBSMIP Residential $11.70 DB R3 Dwelling -Custom, Model $1,154.03 DB R3 Dwelling -Custom, Model $1,731.05 DBEH Building Review Fee $75.70 DBFIRE Fire Inspection (SRA) $102.70 Total Charged: $8,177.51 Fees Paid: $89177.51 Balance Due: $0.00 Receipt No: B6065 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X01/11/2008 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: 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 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 WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑1 WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100) or less. ❑ 1 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'_ 01/11/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owns s Signatur Date provisions. X01/11/2008 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 Signature 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 HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. r County to enter the above mentioned property for inspection purposes. I hereby certify that I am the CONSTRUCTION LENDING AGENCY proms authoriz to t on the props owner's behalf. 4111 p $ aly01/11/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permitte [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) LL_J Contractor OR: 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" ARCHITECT/ENGINEER OWNER INFORMATION . M , , U.1 1 jr: I.� .t• , '1 , 1 ,�60FAMM, 4 ► .' . E © t c s mb KIM "16 1, • � ` t _ `. ARCHITECT/ENGINEER Name CONTRACTO- City Wtco State(' Zi `Qr _ 4 ► .' . E © t c s mb . •,• 1, • � ` t _ `. E -M s ARCHITECT/ENGINEER Name Address City Wtco State(' Zi `Qr Phon LZ,Fax .. 4 ► .' . E © t c s mb - PERMIT NO. ,07-2 122 Bg# �.� PROJECT LOCATIONAN • w Property Address LM&W4q__Ckrd0_ City WORKER'S COMPENSATION Policy Number tO Carrie If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. Sq FT- L• in ` G rage Open Gov ❑ Structure out Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT•- - • OW 07,8571W, q MYST-W AMR, ME Address in, 4 ► .' . � ,tea • �. `i. . •,• 1, • � ` t _ `. PERMIT NO. ,07-2 122 Bg# �.� PROJECT LOCATIONAN • w Property Address LM&W4q__Ckrd0_ City WORKER'S COMPENSATION Policy Number tO Carrie If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. Sq FT- L• in ` G rage Open Gov ❑ Structure out Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning FloodZone �L. SRA Yes No Occ. R3 Type Const. V N into(\ toe( O�aU� f r, VOW BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: FEE07-0090 Job Address: 0 LONESOME DOVE CIR Contractor: Printed: 10/10/2007 3:51 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFFIREF SF 1851-0-280-1011852 $366.35 CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 CWIFFIREVE SF 1851-0-280-1011853 $707.16 DB R3 Dwelling -Custom, Model DBF DWLNG CSTM/MDL N Permit F( 0010-440001-4210500-1010 $1,731.05 DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 i$-1'=1=54'033 DBEH Building Review Fee 0021-540013-4614901-1010 1$75:70i DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $205:_4031/Z<1 2-:7-0� DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102:70) CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 CWIF SF CWIFGGF SF 1808-0-280-101001 $664.81 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFSHERFVE SF 1840-0-280-1011842 $152.72 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFSHERFJL SF 090807 1800-0-280-1011811 $425.00 CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFLBRYF SF 1825-0-280-1011826 $240.89 DBSMIP Residential 1001-0-280-1011298 1 $11.70 WR Ih IN 4irj' , - 0-1/ nji( � (oik 1-I 2. W- 81177.51 $0.00 Printed By: Tammie Powell Balance Due: $8,177.51 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 10/10/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Orovrlle, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2122 Date: 10/11/2007 Location: 0 LONESOME DOVE CIR By: TMP Parcel Number: 061-630-002 Sub Type: SFD-Custom/Model Owner Name: JOHNSON, THOMAS & DENISE REV Phone: (805) 331-3083 Description: LOG CABIN 1800 SOFT. ❑ ❑ The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 - ❑ ❑ PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 1011 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Zvi !d 0Dpf Signature of Property Owner: FILE Date: 10/11/2007 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 �l Other: v ❑ ❑ Other: I ❑ ❑ Other: / i f�ra�i.S' lY1U bye S��n�li% �1/1� ryr, Zvi !d 0Dpf Signature of Property Owner: FILE Date: 10/11/2007 Butte County Department of Development Services TIM SNEL.LINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR BUTTE 7 County Center Drive COUNTY Oroville, CA 95965 OCT 19 2007 (530) 538-7601 Telephone (530) 538-2140 Fax DEVELOPMENT www.buttecounty.netldds SERVICES PERMIT APPLICATION DATA SHEET Reference Number: B07-2122 Date: 10/11/2007 Location: 0 LONESOME DOVE CIR By: TMP Parcel Number: 061-630-002 Sub Type: SFD-Custom/Model Owner Name: JOHNSON, THOMAS & DENISE REV Phone: (805) 331-3083 Description: LOG CABIN 1800 SOFT. The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ f ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 `� ❑ Feather0 BRiver Givrr+ Agreag CI1B s �i L1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS ❑ ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ Oro lle i)ion High, �U Vhingto�► Ave,$roville CA 95966 - (530) 538-2300 Ext:105 70 e Iven a r n CneeR Aorov L ❑ ❑ 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, 016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ Othe zMWN4j&P ❑ ❑ OtheAl PQ =AAr iu� El ED' Othe �� GAP_ /n(/ . be & n"04 G7/1l/ l �kw� 7�7 Signature of Property APPLICANT . Date: 10/11/2007 LOVE IT* LIVE IT e SHARc, IT' ' 1 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION 1S RETURNED. OWNE WBUI LDER�VERIFICAT-IQN PLEASE -COMPL--ETE�THIS-FORMAS=REQUIRED=BY-T-HE STATE-OF-CALIFORNIA'(SENATE-BILL NO�-831TEFFECTNE:JULY-1=1980) =NO -BUILDING ,P-ERMI-TWILL-BE=ISSUED-UNTIL THISeVERIFICATION IS-RECEIVEQ. I PERSONALLY P TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT (YE R NO) (HAV VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE C NAME (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THER WORK: ADDRE SW Loma I aCITY PHON CONTRACTORS LICENSE NO Description: I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: L(JU CABIN 18OU SQ.1~ T. Reference Number: B07-2122 Applicant Name: JOHNSON, THOMAS & DENISE REV Owner's Name: JOHNSON, OMA �ENISE REV ; Signature of Property Owner•��AP ate 061-630-002 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroviile, 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. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2122 Date: 10/11/2007 Location: 0 LONESOME DOVE CIR Parcel Number: 061-630-002 Owner Name: JOHNSON, THOMAS & DENISE REV Phone: (805) 331-3083 Description: LOG CABIN 1800 SQ.FT. Signature of Applicant: -cJ Date: 10/11/2007 Ii BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2122 Job Address: 0 LONESOME DOVE CIR Contractor: Printed: 10/11/2007 1:46 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFGGF SF - $664.81 CWIFGGVE SF CWIFFIREVE SF 1851-0-280-1011853 $707.16 1825-0-280-1011826 $240.89 CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 CWIFLBRYV SF 1825-0-280-1011828 CWIFFIREF SF 1851-0-280-1011852 $366.35 $152.72 DBSMIP Residential DB R3 Dwelling -Custom, Model 1001-0-280-1011298 $11.70 DBF DWLNG CSTNVMDL N Permit Fi 0010440001-4210500-1010 $1,731.05 DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 $1,154.03 10/11/2007 $1,154.03 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 10/11/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 10/11/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S - 0100-450001-4617240-1010 $102.70 10/11/2007 $102.70 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 CWIF SF CWIFSHERFJL SF 090807 1800-0-280-1011811 $425.00 . CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFGGF SF 1808-0-280-101001 $664.81 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFLBRYM SF 1825-0-280-1011827 '$162.04 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFSHERFVE SF 1840-0-280-1011842 $152.72 DBSMIP Residential 1001-0-280-1011298 $11.70 P/d W- S-/�, q * � �v (9 89177.51 $19435.13 Printed By: Tammie Powell Balance Due: $6,742.38 At the time of per 't application, I was advised the above fees are required prior to issuance of the permit. These fee ay c n during thep checking ro ess. Signatu Date: 10/11/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds O 0 0 0 O "$tic National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2122 Location: 0 LONESOME DOVE CIR Parcel Number: 061-630-002 Owner Name: JOHNSON, THOMAS & DENISE REV Description: LOG CABIN 1800 SQ.FT. Date: 10/11/2007 By: TMP Sub Type: SFD-Custom/Model Phone: (805) 331-3083 By signing below, I the project owner/owners' agent, certify that this project W -IL -L -_--NOT DISTURB -f1 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. (au Date: 10/11/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-2122 Location: 0 LONESOME DOVE CIR Parcel Number: 061-630-002 Owner Name: JOHNSON, THOMAS & DENISE REV Description: LOG CABIN 1800 SOFT. Date: 10/11/2007 By: TMP Sub Type: SFD-Custom/Model Phone: (805)331-3083 To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests-fo iinsp_ections,shallTbermaderaTminimum�of 72-hours7in advanceiby calling-th-elFir-eiPr_evention Bur_eau's--24'fhour,inspeetion=line=ati(530)=538=6837 next. 169;-(-W-henitheirecordingLLcomes=on;.enterithe extension=number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site.plan. I have read and understand the above pre -inspection 10/11/2007 Date All of the Fire Safe Requirements are posted on the Butte County Fire Department website at htta:Hbuttefire.ore/FireDrevention/protl)lan/protulan.html Rev'd 5/7/07 IL—E 4,�;ke-o BUTTE COUNTY SCHOOL FEE CERTIFICATION FORM*U" (One form per Building) School District: Oroville Union High School District Building Permit Number: B07-2122 Assessor's Parcel Number (s): 061-630-002 Tax Rate Area No: �b 1 UG CG Property Owner (s): JOHNSON, THOMAS & DENISE REV Project Location/Address: 238 LONESOME DOVE CIR BERRY CREEK Project Description: LOG CABIN 1800 SQ.FT. Type of Development Building Type_New Single_Family_Dwellinc New/Additional Sq Ftg: 1,800 1 Building Depa a Representative District Indentification No. u.. b U / 5 __ Permit Ty_pe:. WD-Custom/Model _ Deed Restricted Sq Ftg: 1/11/2008 Date . Q� SCJ School District certifies that _ TokhS��, -AD m Q3,f- 16 'I h Se— (Payor) Lo"sD-Ptk Dow C'� 005 33) -3a�Y-3 (Street Address) (City) (State) (Zip Code) (Phone Number) has complied with the requirements of Resolution No. /�%S — / by payment of $ `7 7 3 representing ! 00 square feet. AB 2926 $ FULL MITIGATION S bC5 )b School District epresentative Date Paid by Check # 7 V O ,,l Remarks: 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. 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 Environmentalt Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. DDS School Fee Form rev'd 12.12.07 BUTTE COUNTY DEVELOPMENT FEE .�vTtF. CERTIFICATION FORM ' Feather River Recreation & Park District .couN�y. Assessor's Parcel Number (s): 061 630-002 Building Permit Number: B07-2122 Property Owner (s): JOHNSON, THOMAS & DENISE REV Project Location/Address: 238 LONESOME DOVE CIR BERRY CREEK Project Description: LOG CABIN 1800 SQ.FT. Type of Residential Development Permit Type: RESIDENTIAL Permit Subtype: SFD-Custom/Model Building Type: New Single Family Dwelling New/Additional Sq Ftg: 1,800 Certificate of Existing Square Footage Existing Sq Ftg: MH Replacement: Existing Construction Type: Residential - Conventional Home Demo Permit Issued?: Demo Permit Issued Date: Verified by Building Records: Verified by Assessment Records: Commen 7R . 1/11/2008 Building Depm nt Representative Date F RRP�,D, 11 CARD F1PRPD 11DRPD 1 \ U M 4 5 d-- \ tea �-� certifies that(F,65� �v31 �6V\y)S 0,-") C� 0� d �S n Applicant Name aZ L bry e S a m-2 Phone Number pnu -e c2k r .]�ery q Cres lq Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Paid y Cash: Receipt No: Recreation afid Park District R pr sentative Date A 1✓ Oct 02 2007 9:50PM TOM JOHNSON AND SONS RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Thomas & Demise .lohnson Revocable Trust PO BOX 175 Sang Yne7, Ca 431460 A.P.N.: 061-630-M2-0 305 688-4539 p.2 Rocorded I NEC FEE 13.00 Official Rmrds I TAX. 48.E ewdy O€ 1 BliGUACE I GRUM 1 RK,ai-der - - I R-OffiffiRY 91wam I Assistant 1 Andr" 093h 04—Jun=-21W -1 Pago 1 a f 3 _Space Above This Line for Recorder's Use Only File No.: 0401-221993 (DR) GRANT DEED The Undersigned Grantor(s) Dedare(s): DOCUMENTARY TRANSFER TAX $48.9S; CITY TRANSFER TAX $0.00; All SURVEY MDNUMENT FEE $0 F !t ( X ) computed on the consideration or full value d pr7perty conveyed, OR computed cm file consideration of- fun value less'value d liens and/or iintuftrances remaining at time of safe, ( X urancmrporated area; j I City of, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Roger Verne Lundberg, Tni-tee of TheAPjA00)WEama6y Trust, dais October 14, 1992 LUNDLONE hereby GRANTS to Thomas Lee 3ohnson and Denise Rae 3ohnson, Trustees of the Thomas and Denise Johnson Revocable Trust, Date Febmfq 21, 2000 the following described property in the Unincorporated area of , County of Butte, State of California: See legal de=iptlon atr&+.ed hereto and made a part heireof Dated: 03/13/2004 LUNDI,ONE PANILY TRUST Or L dbLrg rip i@e Mail Tax Statements To: SAME AS ABOVE-, Oct 02 2007 9:50PM Description TOM JOHNSON 9Nn .SONS 905 53e-4539 (p:4 Theland referred to herein is slowed in the State of Cali€on ia, County of Dime, and is described as fo11ows: PARCEL I: P-AaCEL 2, AS SRO SYN ON THAT CERTAIN AMENDED PARCEL MAP; RECORDED IN THE' - OFFICE OF THE RECORDER OF THE COUN'T'Y OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 23, 1981, IN BOOK .86 OF REAPS, ATPAGE(S) .86 AND 87. AFN 061-630-002-000 PARCEL 11: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER THAT POR'T'ION OF PARCELS 1, 3 AND 4, LYING WITHIN THAT CERTAIN 60 FOOT NONEXCLUSIVE EASEMENT, AS SHOWN ON THAT CERTAIN AMENDED PARCEL MAP, RL2CORDED IN TIDE. OFFICE OF THE RECORDER OF TIM COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 23, 1981, IN BOOK 86 OF MAPS, AT PAGE(S) 86 AND 87. PARCEL III: A NON-EXCLUSIVE EASENIENT FOR ROAD PURPOSES AND PUBLIC UTILITY .PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT A POINT N HE SOUTH LINE OF THAT CERTAIN AMENDED PARCEL.1O BEING A PORTION OF LOT 3 IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEI�SER 23,198 1, IN BOOK 86 OF MAPS, AT PAGE(S) 86 AND 87, WHICH POINT BEARS SOUTH 88 DEG. 19' 32" WEST, 100.00 FEET FROM THE SOUTHEAST C6RNEit.... . _,. -THFREOF THEiv�E FROM SAID POINT OF' i3EbiNa4G, TIM FOLLOW -TNG COURSES AND DISTANCES: NORTH 88 DEG. 19' 32" EAST, 289.94 FEET; SOUTH 65 DEG. 14' 43" EAST, 75.16 FEET; SOUTH 75 DEG. 43' 08" EAST, 258.10 FEET; SOUTH 60 DEG. 05' 18" EAST, 140.12 FEET; NORTH 26 DEG. 46' 18" EAST, 50.67 FEET; NORTH 15 DEG. 12'01 " EAST, 135.40 FEET; NORTH 55 DEG. 49' 44" EAST, 158.57 FEET; NORTH 35 DEG. 30' 52" EAST, 60.75 FEET; NORTH 70 DEG. 53' 17" EAST, 71.74 FEET; SOUTH 78 DEG. 55'28" EAST, 122.55 FEET; SOUTH 51 DEG. 58' 51" EAST, 181.46 FEET; SOUTH 78 DECD. 37' 58" EAST, 223.83 FEET; NORTH 86 DEG. 36' 35" EAST, 171.37 FEET; SOUTH 75 DEG. 24' 58" EAST, 171.06 FEET; NORTH 54 DEG. 24' 37" EAST, 152.73 FEET; NORTH 23 DEG. 34' 55" EAST, 122.17 FEET; ATORTIH 36 DEG. 56' 15`° EAST, 235.72 FEET; SOUTH 56 DEG. 01' 50" EAST, 230.07 FEET; NORTH 34 DEG. 05' 00" EAST, 89.32 FEET AND NORTH 86 DEG. '45' 48° EAST, 140.10 FEET TO PONDEROSA WAY. Oct 02 2007 9:501"M TOM JOHNSON AND SONS STATE OF ► -f'o rn ► 0 COUNTY OF on —77 - rne, appeared 80a (Oe Grant Deed continued 905 688-4539 p.3 File No.:0401-221993 (DR) Date: 05/13/2094 before person -ally or pmved to me on the basis of sfactory- evidence to -be -the 'person(s) whose., names) 5�" re subscribed to the within instrument and acknowledged to rule thae she/they executed the same irrlill !her/their authorized capacity(es) and. tha os er{their signature(s) on the instrument .the.person(s) or the ee upon behalf of which the person(s) acted, executed the instrument_ J ESS my hand and affidai seat,. _ -06 This: area ...fv_r_. ixrar DONINA L. ROGERS rootaria! seal Comm. � i to y�® NOTARY 'U9L!C ' CALIFORNIA Signature 'utter Co,nty cxDsres b8c:8,2CfiG :' My Commission Expires: Notary Name: n - Notary Registration Number: 2-.3 I Notary Phone: County of Principal Place of Business: DOW L. ROGERS Comm. t 13338$1 NOTARY J*jB rr.CaAi f=A Sift Page 2 of 2 DOW L. ROPERS 133388 1,. VUULIC-CAUFg wW Jaer county .zptr83 8. 200 , Oct 02 2007 3:5OPM TOM JOHNSON AND SONS 805 688-4539 Pia Box 175. Santa Ynez, CA 93450 a a e e 805 6884985 To; Two nmie Powell, Peirm d Tech --Butte Co From; Arnnalisa Nearn F=,. 530538-2140 Pages: 4 (including this Pap) Phone: D&W: 1012/2007 Re: Giant Deed for 051.630-002-0 Com: 0 Urgent 0 For Review . 0 Please Cesram"ant . 0 Please Reply . .0 PleasemacycAa Tamrnie, Torn and Denise Johnson asked me to fax this deed bo you to 5e included in he 0uilding permit package far thea new house. Please tali it you have any questions. Annalisa P.1 PAUL KROHN, P.E. 305 WALL STREET • CMCO, CA 95928 phone (530) 894 1165 • fax (530) 891 4826 email: pkrohn@chico.com ` 11/13/07 Jim Peterson Plans Examiner and Philo Hunt Plan Check Engineer. Butte County Building Department 7 County Center Drive Oroville, CA 95965-3397 Re: Plan check 1 dated Nov 1, 2007 I for proposed Johnson residence, B07-2122 Jim / Philo Thank you for your careful check of my plans. Addressing your comments by number: a" This note is added to C I. 2. There is a Fire Sprinkler Note on Cl. Thehe HVAC units are now shown at the left of the entry on the porch. note is corrected. eys are added. They should all be 5/8" per page 8 of calcs. Detail 24 is corrected. aC7'.__ The CMU fireplace is replaced with a free-standing wood stove shown on A5 8. Make and model number are now noted on A5. 9. Attached. Note that no calculations were revised. Sincerely, Paul Krohn Enclosed: (2) stamped & signed plan sets EO STRUCTURAL', CALCULATIONS New. Log Douse -Dove Meadow Road Berry Creek, CA. Discussion Gravity loads Wind loads Diaphragm Check overtu Through -bolt GRK screw s Shear design Deck ledger d Footing & fou Beams .Wall & roof ER -5883 (GR FOR Tom Johnson PREPARED BY hear dead Paul Krohn, P.E. 305 Wall Street Chico, CA 95928 1 3-4- ming 5 shear capacity 6 capacity 7 8 esign 9 . ndation design 10-13' . 14-23, loads Al �---t- K screws) A2-3 Revision 0 6/20/07 BUTTE '4 COUNTY OCT, 11 2007 DEVELOPMENT SERVICES. Q�koFESSIO� 71 ar a X E'• "7 I The enclosed calculations are the gravity and lateral structural design for a proposed single -story . log home to be constructed by Pioneer Log Homes according to plans prepared by them and marked up by myself. For the checking of seismic lateral strength, there is no R value in Table 16-N for log houses with through -bolted walls. I have used a value of 4.5 which I think is conservative given the solidity of the walls. Shear design is as follows: • From roof to wall with RBCS per detail 15/A-9, pages 34 • Shear transfer within the walls is by 3/4" through -bolt per detail 27/A,-9, page 6 & 8 • From wall to foundation by screwing the bottom log to glulam blocks (with are bolted to the stem walls) with GRK screws. (see A2-3).details 24 & 28/A-9, pages 7 & 8 Overturning is checked on page 5. Due to the large weight of the structure, no holdowns are required. Ridge and hip beams are of peeled logs, slightly flattened on top to receive rafters. Conservatively, I have used design .values from NDS Table 4D with the form factor of 1.18 (Table 2.3.8) rather than the much higher values from Table 6A. To.account.for the flattened area, S, A, and I are multiplied by 0.90. -V GRAVITY LOADS SNOW LOAD (PSF) base 37. (per Butte County, not reduced) ROOF DEAD LOAD (psf) PITCH (:12) 6 metal roofing 2.0 19/32" OSB 1.8 1"nom t&g 1.5 24" dia ridge & hips 6.0 (see Al) 2x12 @ 16" OC 2.9 INSULATION 1.0 MISCELANEOUS . 1.0 TOTAL (ON PITCH) 16.2 TOTAL (HORIZONTAL) 17.5 NET ROOF DEAD LOAD FOR OVERTURNING (psf) (includes uplift) 10.7 NET ROOF DEAD LOAD FOR SEISMIC (psf) (includes 25% of base snow load) 27 FLOOR LIVE LOAD (PSF) RESIDENTIAL 40.0 EXTERIOR WALLS (PSF) 16" dia Western Redcedar misc TOTAL 21.0 (see Al.) 1.0 22.0 I CALCULATE UNIFORM WIND LOADS & SEISMIC COEFICIENT PROJECTED AREA METHOD . wall. height 10 ft roof height 21 ft (ridge) 17 ft (average) exposure B (forrested area) wind speed 75 mph qs 14.60 psf cq 1.30 (structure under 40' height) 1.00 (residential) height, ft 0-15 15-20 20725 Ce 0.62 0.67 0.72 P 11.77 12.72 UNIFORM LATERAL WIND LOAD w = 10'* 11.77 psf + 5'* 12.72 psf + 1' * 13.67 psf' 195 plf UNIFORM. WIND LOAD TO ROOF (uplift) p = 0.7 * 14.60 psf * 0.67 6.8 psf CALCULATE SEISMIC COEFICIENT (static force method) SHEARWALLS Cs = (Cv*I)/(R*T) 0.72 (eqn 30-4) Cs = (2.5*Ca*I*W)/R 0.20 (eqn 30-5) where: Z. 0.30 (zone 3) 1.00 (residential) hn 17.0 eqn 30-5 governs: R 4. (table 16-N 1.1.b) cs 0.20 soil profile S C, 0.02 (all other buildings) T = 0.2 * h,�7! 0.17 (method A) Ca 0.36 C„ 0.54 N„ 1.00 Na 1.00. . 13.67 - A ROOF DIAPHRAGM longitudinal load case 3 weight/foot 2120 plf L3 57.0 ft p 1.00 b' 50.0 . ft WS 424 pif, b` 71.0 ft w8 / 1.4 Rseismic 303 8632 plf Ib R.ind 5555 Ib Vwind 111 plf v8eiSmic 173 plf 1. Length of exterior wall for calculating unit shear. 2. Length of roof for seimic calc. 3. Width of roof- conservative to use in wind calcs. seismic governs v 173 Of Use 1913V,OSB unblocked - nailing: 10d commons 6" at edges. 12" in field Vat215 plf SHEAR TRANSFER AT EAVES LINES: connect each eaves block to loq (over 314" spacer) with (1) RBC vii = 420 Ib / 1.33' 316 plf 3 transverse load case 3 weight/foot 1745 plf L3 71.0 ft p 1.00 b' 36.0 ft ws 349 plf . b2 57.0 ft ws / 1.4 249 plf Rwind 6920 Ib. Rseismic 8852 Ib Vwind 192 plf Vseismic 246 plf Notes 1. Length of exterior wall for calculating unit shear. 2. Length of roof for seimic talc. 3. Width of roof- conservative to use in wind talcs. seismic governs v ®plf Use 19132" OSB unblocked nailin : 10d commons 6" at edges, 12" in field Vail 285 Ib SHEAR TRANSFER AT EAVES LINES: connect each eaves block to log (over 3/4" soacer) with (1) RBC Vail = 420 Ib / 1.33' 316 plf DESIGN CHORD CONNECTION Chord force: Tmax = (w"L^2)/(8*b) 2165 Ib Splice rafters with MSTI48- T,i. = 3775 Ib CHECK OVERTURNING (SEISMIC GOVERNS) WEIGHTS & BASE SHEAR roof width length area, sf unit wt, psf weight, Ib 57 71 4047 17.5. 70874 walls length, If height, ft area, sf unit wt, psf weight, Ib 172 10 1720 22 37840 total bldg wt 108714 Ib Base shear V = Weight * 0.20 / 1.4 15531 71b CHECK OVERTURNING DUE TO SEISMIC FORCE Assumptions 1. 1 assume that the overall seismic force acts at the top of the wall. 2. 1 assume that the critical direction for overturning is transverse (shortest baseline). baseline, b . 36 ft Wall height, h 10 ft Resisting moment Mr = 0.9 * W *.b/2 1,761,173 ft * Ib > no u � Pet - Overturning moment Mo = V * h 155,306 ft * Ib OK l CALCULATE SHEAR CAPACITY OF THROUGH -BOLTS IN WESTERN RED CEDAR per 8.2 of 1997 N -,r,. • c . y .,,. <a+. _.� - ,::a3 ��"=f1'""iu"K�•�a +xr s..� X �t^F uss� t�r,: y,,ar ,�gr Notes: The connection between the bottom half -log and the full log above it is checked. This is the worst case. See NDS page 53 for nomenclature. Re 1.0 Ib eqn 8.2-2 Rt 2.0 eqn 8.2-3 4586 tm 16 in (full log) is 8 in (half log at bottom) Fem 4050 psi Western Red Cedar Fes 4050 psi Western Red Cedar Fyb 45000 psi D 0.75 in 1.00 (loads parallel to grain) k, 0.679 k2 1.012 k3 1.048 eqn 8.2-1 12150 Ib eqn 8.2-2 6075 Ib eqn 8.2-3 4586 Ib eqn 8.2-4 5124 Ib eqn 8.2-5 2653 Ib e n 8.2-6 1370 Ib GOVERNS Tail = 1.6 " Vmin 2192 Ib / bolt (Cd = 1.6 for seismic, assumed ductile failure) L CALCULATE SHEAR CAPACITY OF 3/8"x16" "GRK"SCREWS �. rdNper1 "97`D&: Notes: The connection between the bottom half-log and the glulam blocks is checked. See NDS pages 98-100 for nomenclature. Re 0.871 Rt 0.667 tm .8 in (half log at bottom) is 12 in (glulam block) Fem .4050 psi Western Red Cedar Fes 4650 psi DF Fyb 139000 psi per ICC ER-5883 enclosed D 0.2 in KID 2.50 k 1.076 eqn 11.3-1 4464 Ib eqn 11.3-2 1457 Ib eqn 11.3-3 212 Ib GOVERNS Tail = 1.6 * Vmin 339 Ib /bolt (Cd = 1.6 for seismic, assumed. ductile failure) SHEAR DESIGN TYP FOR ALL FOUR EXTERIOR WALLS �d SHEAR PER WALL LINE V 7765 Ib (1/2 base shear pgS) CHECK THROUGH -BOLT SHEAR CAPACITY Vbon 2192 Ib (see pg G) # bolts 4 ea Vwa„ 8769 Ib /four bolts OK DESIGN WALL TO FOUNDATION SHEAR CONNECTION 1. Connect bottom half-loa to each of (4) glulam blocks w/ (6) 3/8"x16" "GRK" SCREWS Vail = 4 * 6 * 339 Ib 8140 Ib / wall (see pg �) OK 2. Connect each of (4) alulam blocks to foundation with (2) 5/8" AB Va„ = 4 * 2 * 1516 Ib 12130 Ib / wall (see below) OK CALCULATE ANCHOR BOLT SHEAR CAPACITY PER NDS TABLE 8.2E bolt dia 5/8 in VW ft = 1.33 * 1140 -lb 1516 Ib / bolt (conservative to use 3.5" side member) `l DESIGN DECK LEDGER CONNECTION IY• Data for Simpson SDS1/4x3 screws: + L 3 in dia 0.25 in Vscrew 240 Ib FLL 40 psf FDL 10 psf Wtrib 3.5 ft Wt/ft 175 pif spacing 16.5 in OC Connect'2x8 ledger to rim foist through sheathing with SDS1/4x3 screws at 16" OC in two rows staggered Vail 180 plf OK 5 ' j. T CALCULATE FOOTING SIZES 3 P,,, 1500 psf (per Butte County) wall DL 22 psf Atnb M floor LL 40 psf roof DL 17.5 psf 240 roof LL N/A psf floor DL 12 psf SL 37 psf (per Butte County 2,27.5 ft el) FOOTING TYPE 1 Atnb M W (lb) roof DL 25 438 floor DL 20 240 floor LL 20 800 SL 25 925 Wtotai 2403 Ib Lside 1 15 lin (per Butte County 2,27.5 ft el) FOOTING TYPE 3 Atnb A W (lb) roof DL 64 1120 floor DL 112 1344 floor LL 112 4480 SL 64 2368 Wtotai 9312 Ib Lside 30 lin (per Butte County 2,27.5 ft el) .FOOTING TYPE 5 Atnb A W (lb) roof DL 72 1260 floor DL 60 720 floor LL 60 2400 SL 72 2664 Wtotai 7044 Ib B-side 26 in (per Butte County 2,27.5 ft el) FOOTING TYPE 7 kib A W (lb) roof DL 102 1785 floor DL 78 936 floor LL 78 3120 SL 102 3774 Wtow 9615 lb Lside 30 lin (per Butte County 2,27.5 ft el) FOOTING TYPE 2 Atrib (sf) W (lb) roof DL 0 0 floor DL 48 576 floor LL 48 1920 SL 0 0 Wtotai 2496 Ib Lside [--157in i n FOOTING TYPE 4 Atnb A W (lb) roof DL 30 525 floor DL 35 420 floor LL 35 1400 SL 35 1295 Wtotai 3640 Ib Lside 19 -In i n FOOTING TYPE 6 Atnb M W (lb) roof DL 0 0 floor DL 54 648 floor LL 54 2160 SL 0 0 Wtotai 2808 Ib Lside 1767 i n Foot2000 v2.1.72, Copyright© 1999-2004 Spyder Software 6/25/2007 11:08:32 AM Company Info I Project Info Paul Krohn PE (Project: Johnson Berry Creek 305 Wall Street (Location: .street Chico, CA, 95928 I city, state 95928-7051 Phone: (530) 899-1165 (Client: client Fax: (530) 899-4826 )Job No.:�� number E-mail: pkrohn@chico.com IFooting Ids_ . FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy.......................................... ColumnSize ........................................................ Allowable Soil Bearing Strength ..................................... Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength .................................. FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required for Strength .............. Transverse Bottom Temperature and Shrinkage Steel......... ....... GravityOnly Soil Bearing .......................................... WindLoad Soil Bearing ............................................. SeismicLoad Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.50 ksi HardRock 3.0 in. 60.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.500 ksf 1.500 ksf 2.83 ft. 2.83 ft. 12.00 in. Com. 31.49 psiy- 10.22 psi ASTM -A615 .00 int .52 in' (3-#4) .00 in' .52 int (3-#4) 1.455 ksf 1.455 ksf 1.455 ksf 1.4DL 1.4DL + 1.7LL IA DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.60 0.00 0.00 Live Load 8.60 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.83' Cover = 3.00" Foot2000 v2.1.72, Copyright © 1999-2004 Spyder Software 6/25/2007 11:12:08 AM Company In. Paul Krohn PE 305 Wall Street Chico, CA, 95928 Phone: (530) 899-1165 Fax: (530) 899-4826 E-mail: pkrohn@chico.com 0 1 Project Info I Project: JOhncnnRazr.M c reek (Location: street / city, state 95928-7051 JClient: client 13 (Job No.: number IFooting I F9 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ....................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth.......................�............................ FootingLength ..................................................... FootingDepth ................................................... . Punching shear Stress... ........................................... BeamShear Stress .................................................. ReinforcingStandards per ........................................... Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel. ............:... Transverse Bottom Reinforcement Required for Strength .............. Transverse Bottom Temperature and Shrinkage Steel .................. GravityOnly Soil Bearing .......................................... WindLoad Soil Bearing ............................................. SeismicLoad Soil Bearing .......................................... 2.50 ksi HardRock 3.0 in. 60.0 ksi _ 6.00 in. by 6.00 in. 1.500 ksf 1.500 ksf 1.500 ksf 4.00 ft. � 4.00 ft. 12.00 in. 71.08 psi 23.73 psi ASTM -A615 .37 in' (2-#4) .73 in' (4-#4) .39 int (2-#4) .73 int (4-#4) 1.498 ksf 1.498 ksf 1.498 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.0EQ 0.9DL + 1.0EQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 6.40 0.00 0.00 Live Load 16.60 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 W = 4.00' As = 2-#4 Bars X L = 4.00' As = 2-#4 Bars Cover = 3.00" CALCULATE FOUNDATION LOADS.AND WIDTHS Nall DL 22 psf floor LL 40 psf -oof DL 17.5 psf roof LL N/A psf `loor DL 12 psf Pa" ` 1500 psf (per Y Butte Countv) S 37 Psf(per Butte County 2,275 ft el Front & rear bearing root & boort fndtn DL floor incl. deck roof wall Hthb WDL plf, approx. Wtr;b FDL FILL Wtrib RDL SL total LL total DL total load ft plf 200 ft If plf 13.0 156, 520 ft plf plf plf , plf Of 13 228. 481 1001 804 - 1805 10 220 ftg req'd 1 4 . in . (= total load / Pap) n idge beam (round) See introduc Ion or no s. 1.15 snow ' D+S. 0.00 ft 1.00 1.00 L 24.00 °� ft 1.00 Cr L 288 in for Fb Cd diameter 20.0 in CM WDL 7.7 psf in pli Ct 0.9 * A 283 in12 (=0.9*pi*d^2/4) CT 0.9 * S 707 in^3 (=0.9*pi*d^3/32) CF 0.9 * 1 7069 in^4 (=0.9*pi*d^4/64) Ch E' 1.60E+06 psi C; C; Cf E 1.60E+06 psi Fc(perp) 625 psi values for F„ 85 psi DF #1 P&T Fb 1200 a0' psi CALCULATE ALLOWABLE BENDING STRESS Fb = 1628 psi 1.00 18.00 ✓,ft 37.0 psf 17.5 psf total 1.15 snow ' 1.00 0.00 ft 1.00 1.00 100.0 psf 1.00 pli 1.00 5.0 psf 1.00 for E- 1.00 for Fb 1.18 round section CALCULATE ACTUAL BENDING STRESS roof loads: tributary width S D 18.00 ✓,ft 37.0 psf 17.5 psf total 55.5 26.3 81.8 pli pli pli floor loads: tributary width 0.00 ft S 100.0 psf 0.0 pli D 5.0 psf 0.0 pli total '0.0 pii wall loads: tributary height . 0.0 ft WDL 7.7 psf .0.0 pli total 0.0 pli total uniform live load, pli 55.5 pli total uniform live load plus dead load, pli 81.8 pli fb=(w*L"2/8)/S 1199 psi OK CHECK HORIZONTAL SHEAR PV 11772 Ib (= (L - 2*d) * w) F'v 98 psi f„ 62 psi OK CHECK BEARING CHECK DEFLECTION L 1.50 in A 30.00 in^2 L / 360 L/240 A P 11772 Ib LL 0.80 o.44 SOK } It 392 psi OK IDL + LL 1.20 0.65 OK Hip beam (roun ) B2 See introduction for notes. D + S L 22.00 ft Cr 1.00 L 264 in Cd 1.15 snow diameter 14.0 in CM 1.00 in Ct 1.00 0.9 *A 139 in^2 (=0.9*pi*d^2/4) CT 1.00 0.9 * S 242 in^3 (=0.9*pi*d^3/32) CF 1.00 0.9 * 1 1697 in^4 (=0.9*pi*d^4/64) Ch 1.00 E' 1.60E+06 psi C; 1.00 for E C; 1.00 'for Fb Cf 1.18 round section . E 1.60E+06 psi Fc(perp) 625 psi values for F„ 85 psi DF #1 P&T Fb 1200 psi CALCULATE ALLOWABLE BENDING STRESS Fb = 1628 psi CALCULATE ACTUAL BENDING STRESS roof loads: tributary width S D 6.00 37.0 17.5 ft psf psf total 18.5 8.8 27.3 pli pli pli floor loads: tributary width 0.00 ft S 100.0 psf 0.0 pli D 5.0 psf 0.0 pli total 0.0 pli wall loads: tributary height 0.0 ft WDL 7.7 psf 0.0 pli total 0.0 pli total uniform live load, pli 18.5 pli total uniform live load plus dead load, pli 27.3 pli fb=(w*L^2/8)/S 979 psi OK CHECK HORIZONTAL SHEAR PV 3597 Ib (= (L - 2*d) * w) F'v 98 psi f„ 39 psi OK CHECK BEARING CHECK DEFLECTION L 1.50 in A 21.00 in A 2 L/ 360 L/ 240 e P 3597 Ib LL 0.73 0.43 OK fc 171 psi OK DL + LL 1.10 0.63 OK B3 5.00 40.0 12.0 FbE 7683 D + L floor loads: tributary width F*bx 1320 L 15.67 ft C, L 188 in C, b 3.50 in Ct d 11.25 in C, A 39.38 in"2 G S 73.83 in"3 CF I 415 in^4 C; E' 1.80E+06 psi pli E 1.80E+06 psi Fc(perp) 625 psi values for F„ 95 psi DF#1&btr Fb 1200 psi CALCULATE ALLOWABLE BENDING STRESS F'b = 1307 psi 1.00 1.00 1.00 1.00 1.00 1.10 1.00 CALCULATE C, (KbE = 0.439) 1„ 48 in 5.00 40.0 12.0 FbE 7683 I„ / d 4.27 floor loads: tributary width F*bx 1320 le 112 in FbE / F*bx 5.82 CL 0.990 0.0 Rb 10.14 8.0 psf 0.0 roof loads: tributary width L D 5.00 40.0 12.0 ft. psf psf total _ 16.7 5.0 21.7 pli pli pli floor loads: tributary width 0.00 ft FLL 40.0 psf 0.0 pli FDL 8.0 psf 0.0 pli total 0.0 pli wall loads: tributary height 0.0 ft VOL 7.7 psf 0.0 pli total 0.0 pli total uniform live load, pli 16.7 pli total uniform live load plus dead load, pli 21.7 pli fb = (w * L^2 / 8) / S 1297 psi OK CHECK HORIZONTAL SHEAR PV 2037 Ib F'v 95 psi fV 78 psi OK CHECK BEARING CHECK DEFLECTION L 1.50 in A 5.25 in^2 L/ 360 L L 240 0 P 2037 Ib LL 0.52 0.36 OK fC 388 psi OK IDL + LL 0.78 0.47 OK 14 4 B4 psf psf total FbE 6829 D + L ft F*bX 990 L 12.33 ft Cr L 148 in Cd b 3.50 in CM d 11.25 in Ct A 39.38 in^2 Cr S 73.83. in^3 CF I 415 in^4 C; E' 1.60E+06 psi E 1.60E+06 psi Fc(perp) 625 psi values for F„ 95 psi DF#2 Fb 900 psi CALCULATE ALLOWABLE BENDING STRESS F'b = 982 psi CALCULATE ACTUAL BENDING STRESS /,,,r I lads: tributary width L D floor loads: tributary width FLL FDL wall loads: tributary height WDL total uniform live load, pli total uniform live load plus dead load, pli Ifb=(w*L"2/8)/S � 803 psi OK 1.00 1.00 1.00 1.00 1.00 1'.10 1.00 CALCULATE Ci (KbE = 0.439) 1„ 48 in psf psf total FbE 6829 I, / d 4.27 ft F*bX 990 le 112 in psf FbE / F«bx 6.90 CL 0.992 psf Rb 10.14 5.00 ft 40.0 12.0 psf psf total 16.7 5.0 21.7 pli pli pli 0.00 ft 40.0 psf 0.0 pli 8.0 psf 0.0 pli total 0.0 pli 0.0 ft 7.7 psf 0.0 pli total 0.0 pli CHECK HORIZONTAL SHEAR , P„ _ 1603 lb F„ 95 psi fV 61 psi OK 16.7 pli 21.7 pli CHECK BEARING CHECK DEFLECTION L 1.50 in A 5.25 in^2 L 1360 L 1240 A P 1603 Ib LL 0.41 0.16 OK fc 305 psi OK IDL + LL 0.62 0.20 OK B5 D + L L 17.00 ft Cr L 204 in Cd b 5.50 in Cm d 11.50 in Ct A 63.25 in"2 CT S 121.23 in^3 CF I 697 in^4 Ci E' 1.60E+06 psi E 1.60E+06 psi Fc(perp) 625 psi values for F„ 85 psi DF#1 Ms Fb 1350 psi CALCULATE ALLOWABLE BENDING STRESS F'b = 1344 psi CALCULATE ACTUAL BENDING STRESS floor loads: tributary width L D snow loads tributary width S J 1.00 1.00 1.00 1.00 1.00 1.00 1.00 CALCULATE C, (KbE = 0.439) 1„ 48 - in FbE 16388 pli 0.0 pli 1„ / d 4.17 F*bx 1350 le 113 in FbE / F*bx 12.14 CL 0.996 Rb 6.55 4.00 ft 40.0 psf 12.0 . psf 3.00 ft 37.0 psf wall loads: tributary height 0.0 ft WDL 7.7 psf 13.3 pli 4.0 pli total 17.3 pli 9.3 pli 0.0 pli total 9.3 pli 0.0 pli total 0.0 pli total uniform live load, pli 22.6 pli total uniform live load plus dead load, pli 26.6 pli =(w*L"2/8)/S 1141 psi OK CHECK HORIZONTAL SHEAR P„ 2712 Ib F„ 85 psi f„ 64 psi OK CHECK BEARING CHECK DEFLECTION L 1.50 in A 8.25 in^2 L / 360 L / 240 o P 2712 Ib LL 0.57 0.46 OK fc 329 psi OK DL + LL 0.85 0.54 OK I'l Single 54/8" x 12" BOISE GLULAMTI" 24F V4/DF Floor Bea 1136. June 25,'2007 BC CALL® 9.5 Design Report - US 1 span I No cantilevers 10/12 slope Monday, ,. , Build 91 DL 1501 lbs Total Horizontal Product Length =13 M File Name: BC.BCC Job Name: Description: B6 Address: Specifier: City, State, Zip:, Designer. Customer: Company: Code reports: ICBG 5745, LA' - 01365 Misc: DL 1501 lbs Total Horizontal Product Length =13 M /"k ♦?,y 1 �S a ;,` S�"�r4tR�M. .. Y1 •i t3 �,y:'�td� Ti w "' �,$ijnR.•i'(� as .T�l ah{ �'!}?iN µ([ms? a .Y 1 .k;: 18-00-00 -- Disclosure Controls Summary Value % Allowable Duration Case Span Location - - - 13-00-00 be verified. by anyone who would rely on output as evidence of suitability for particular End Shear 4953 lbs 45.6% 100% 1 1 - Left 1 application- Output here based on building Total Load Defl. U378 (0.398") 63.5% 1 B1, 3-1/7' B0, 3-1/Z' 72.2% 1 1 analysis methods. Installation of BOISE Max Defl. 0.396' LL 4680 lbs--... LL 4680 lbs. Span / Depth 12.5 n/a 0 1 accordance with current Installation Guide DL 1501 lbs DL 1501 lbs Total Horizontal Product Length =13 M Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Live Dead Snow Wind Roof Live Load Summary Ta Description Load T Ret. Start End 100% 90% 115% 133% 125% Trib. 1 floor Unf. Area (psf) Left 00-00-00 13-00-00 40 ,12 18-00-00 Load Disclosure Controls Summary Value % Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 18696 ft -lbs 76.0% 100% 1 1 - Internal be verified. by anyone who would rely on output as evidence of suitability for particular End Shear 4953 lbs 45.6% 100% 1 1 - Left 1 application- Output here based on building Total Load Defl. U378 (0.398") 63.5% 1 code -accepted design properties and Live Load Defl. U499 (0.307') 72.2% 1 1 analysis methods. Installation of BOISE Max Defl. 0.396' 39.8% engineered wood products must be in Span / Depth 12.5 n/a 0 1 accordance with current Installation Guide and applicable building codes. To obtain % Allow % Allow Installation Guide or ask questions, please Bearing Supports Dim (L x 1N) Value Support Member Material call (888)234-0056 before installation. BO Post 3-117'x 3-1/2" 6181 lbs n/a 77.6% Unspecified BC CALCS, BC FRAMERS, AJs—, B1 Post 3--1/2'x 3-1/2" 6181 lbs n/a 77.6% Unspecified ALUOISTS , BC RIM BOARD—, BCI®, BOISE GLULAMTM, SIMPLE FRAMING 'SYSTEM®, VERSA -LAMS, VERSA -RIM Cautions Memberis not fully supported at post BO. A connector is required at this bearing. PLUSH VERSA -RIM®, VERSA VERSA-STUD®are Column at Bearing BO analyzed for bearing only, column analysis has not been performed. -STRAND®, trademarks of Boise wood Products, L.L.C. Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. s Porch beam (round) B7 roof loads: tributary width See introduction for notes. ft S 37.0 D+S D 14.0 psf L 17.00 ft C, 1.00. floor loads: tributary width L . 204 in Cd 1.15 snow diameter 12.0 in CM 1.00 psf in Ct 1.00 wall loads: tributary height 0.9 * A 102 in^2 (=0.9*pi*d^2/4) CT 1.00 7.7 0.9 * S -153 in A3 (=0.9*pi*d^3/32) CF 1.00 0.9 * 1 916 in^4 (=0.9*pi*d^4/64) Ch 1.00 E' 1.60E+06 psi C; 1.00 for E C; 1.00 for Fb Cf 1.18 round section E 1.60E+06 psi F.(aem) 625 psi values for F„ 85 psi DF #1 P&.T Fb 1200 psi ; CALCULATE ALLOWABLE BENDING STRESS Fb 1628 psi CALCULATE ACTUAL BENDING STRESS roof loads: tributary width 6.00 ft S 37.0 psf D 14.0 psf total floor loads: tributary width 0.00 ft S 100.0 psf. D 5.0 psf total wall loads: tributary height 0.0 ft WDL 7.7 - psf total total uniform live load, pli total uniform live load plus dead load, pli fb=(w*L^2/8)1S 869 psi OK CHECK HORIZONTAL SHEAR PV 2601 Ib (= (L - 2*d) * w) Fv 98 psi f„ 38 psi OK 18.5 . ` pli 7.0 pli 25.5 pli 0.0 pli 0.0 pli 0.0 pli 0.0 pli 0.0 pli 18.5 pli 25.5 pli L 1.50 in . A' 18.00 . in^2 L 1360 L/240 A P 2601 Ib LL 0.57 0.28 OK fc 145. psi OK IPL + LL . 0.85 0.39 OK 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . CALCULATE C, (KbE 0.439) I„ 48 in FbE 6829 UUS F*bx 900 D + FbE / F*bx . 7.59 L 12.50 ft C, L 150 in Cd b 3.50 in Cm d 11.25 in Ct A .39.38 in"2 Cr S 73.83 in^3 CF 1 415 in^4 C; E' 1.60E+06 psi E 1.60E+06. psi Fc(Perp) 625 psi values for' F„ 95, psi DF#2 Fb 900 psi CALCULATE ALLOWABLE BENDING STRESS F'b = 893 psi 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . CALCULATE C, (KbE 0.439) I„ 48 in FbE 6829 1, / d 4.27 F*bx 900 le 112 in' . FbE / F*bx . 7.59 CL 0.993 Rb 10.14 NTE ACTUAL BENDING STRESS floor loads: tributary width 4.00 ft S 37.0 psf D 12.0 psf tributary width ft psf wall loads. tributaryheight 0.0 ft WDL 7.7 psf total uniform live load, pli total uniform live load plus dead load, pli fb=(w*L"2/8)/S 622 psi OK CHECK HORIZONTAL SHEAR PV 1225 Ib F„ 95 psi f„ 47 psi OK total total total 12.3 pli 4.0 pli 16.3 p1i 0.0 pli- 0.0 pli 0.0 pli 0.0 pli 0.0 pli 12.3 pli 16.3 pli CHECK BEARING CHECK DEFLECTION L 1.50 in A 5.25 in^2 L / 360 L / 240 A P 1225 Ib LL 0.42 0.12 OK fc 233 psi OK DL + LL 0.63 0.16 OK er~zw�t Bus. TJ -Beam 8.25 Serial Number. 7004117e5e floor joist 11718" 0@16"o1C User. 2 Page1 EngineVersion: 's�71. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:3V b 1T 6� b 'Ir w, Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: -Deflection Criteria: Specified(LL-L/360,TL:L240)_ -Deflection analysis is based on composite action with single layer of 19132" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) roust be braced at 3' 9" olcunless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional! floor performance information and is based on a GLUED & NAILED 19/37 Panels (20" Span Rating) decking. The controlling span is supported by beams. Additionai considerations for this rating include: Ceding -12" Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.39 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code 'UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist -,Pro"' and TJ -Pro"' are trademarks of Trus Joist. OPERATOR INFORMATION: Paul Krohn 305 Wall Street Chico, CA 95928 Phone: 530-894-1165 PaulKrohn@530-894-1165.id Input Bearing Vertical Reactions (lbs) Detail Other Width Length LivelDeadlUplifNTotal 1 Plate on masonry wall 3.50" 3.50" 415110710/522 End, TJI Blocking 1 Ply l l 7/8" TJI® 210 2 Glulam or solid sawn lumber beam 3.50" 3.50" 1153/346/011499 Intermediate None 3 Plate on masonry wall 3.50" 3.50" 415110710/522 End, TJI Blocking 1 Ply 11 7/8" TJI® 210 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 749 708 1821 Passed (39%) U. end Span 2 under Floor loading Vertical Reaction (Ibs) 1499 1499 2145 Passed (70%) Bearing 2 under Floor loading Moment (Ft -Lbs) -2591 -2591 3620 PassedBearing 2 under Floor loading Live Load Defl (in) 0.242 0.576 Pa (L/859) ID Span 2 under Floor ALTERNATE span loading Total Load Dell (in) 0285 0.865 MID Span 2 under Floor ALTERNATE span loading TJPro 41 40 Passed Span 1 -Deflection Criteria: Specified(LL-L/360,TL:L240)_ -Deflection analysis is based on composite action with single layer of 19132" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) roust be braced at 3' 9" olcunless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional! floor performance information and is based on a GLUED & NAILED 19/37 Panels (20" Span Rating) decking. The controlling span is supported by beams. Additionai considerations for this rating include: Ceding -12" Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.39 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code 'UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist -,Pro"' and TJ -Pro"' are trademarks of Trus Joist. OPERATOR INFORMATION: Paul Krohn 305 Wall Street Chico, CA 95928 Phone: 530-894-1165 PaulKrohn@530-894-1165.id w FbE F*bx 2635 1190 =2ra FbE / F*bz 2.21 D+S Rb 16.33 L 18.00 ft C, L 216 in Cd b 1.50 in cm d 11.25 in Ct A 16.88 in^2 CT S 31.64 in"3 CF I 178 in"4 Cj F_' 1.60E+06 psi 7.7 E 1.60E+06 psi 0.0 Fc(perp) 625 psi values for DF #2 F„ 95 psi Fb 900 psi pli CALCULATE ALLOWABLE BENDING STRESS F'b = 1146. psi CALCULATE ACTUAL BENDING STRESS tributay width S D floor loads: tributary width FLL FDL wall loads: tributary height WDL total uniform live load, pli total uniform live load plus dead load, pli Ifb=(w*L"2/8)/S 1134 psi OK CHECK HORIZONTAL SHEAR P„ 664 Ib Fv 109 psi f„ 59 psi OK 1.15 1.15 1.00 1.00 1.00 1.00 1.00 CALCULATE C, (KbE =0.439) I" 12 in 1„ /'d 1.07 FbE F*bx 2635 1190 le 53 in FbE / F*bz 2.21 CL 0.963 Rb 16.33 total 6.2 pli 1.33 ft 37.0 psf 4.1 pli 18.5 psf 2.1 pli total 6.2 pli 0.00 ft 40.0 psf 0.0 pli 8.0 psf 0.0 pli total 0.0 pli 0.0 ft 7.7 psf 0.0 pli total . 0.0 pli 4.1 pli 6.2 pli CHECK BEARING CHECK DEFLECTION L 1.50 in A 2.25 in^2 L/360 L / 240 e P 664 Ib LL 0.60 . 0.41 OK fc 295 psi . OK DL + LL 0.90 0.61 OK _Z3 4 VW 61tK SCREWS ER -5883 ,4 :. LEGACY REPORT Reissued June 1, 2005 ICC Evaluation Service, Inc. ash 0f w Office a 5M Watom n11 Road, Whittier, Caffarda W01 w (5M 6990543 Re&rW office ■ 900 Match* Road, Suva A. BMT&Oham, Alabama 35213 ■ (205) 599 9800 www.icc-es.org Reponal Office a 4051 West Rossmoor Road, Cou rtry Club Fps, Ubw W478. (708) 799-2305 Legacy report on'the 1997 Uniform Building CodeTM DIVISION: 06—WOOD AND PLASTICS Section: 06090—Wood and Plastic Fastenings RSS WOOD SCREWS GRK CANADA LTD. 1499 ROSSLYN ROAD THUNDER BAY, ONTARIO PTE 6W1 CANADA 1.0 SUBJECT RSS Wood Screws. 2.0 DESCRIPTION 2.1 General: The RSS wood screws described in this report are an alternative to the wood screws used in wood -to -wood connection applications in accordance with Part IX of the NDS`. Details of the wood screws are provided in Table 1 and Figure 1. All RSS screws have a Type 17 point (Zip -Tip). 2.2 Materials: The screw is made of steel having a minimum ultimate tensile strength of 127,000 psi (875 MPa), has a proprietary finish, and is produced in accordance with the approved quality control manual. The screw has a pan head with integral washer. See Table 1 for screw dimensions. Minimum bending yield strength of the screw is 139,000 psi (896 MPa). 2.3 Design: However, lead holes may be required depending on the wood species and moisture content in accordance with Section 2339.1.2 of the 1997 Uniform Building CodeTM. The lead hole depth must be the approAmate depth of the screw. The screws must be installed with Star Drive (Tone) bits and with minimum end and edge distances as noted in Section 11.4 of the NDS. 2.5 Identification: The RSS wood screws are identified by the designation "RSS" on the head of each screw, along with the length in millimeters. Packaging for the RSS wood screws includes a label with the GRK Canada Ltd. name and address, the evaluation report number (ICBO ES ER -5883), the fastener size and length and the bending yield strength of the screw. 3.0 EVIDENCE SUBMITTED Quality control manual and data in accordance with the Acceptance Criteria for Wood Screws (AC120), dated September 1999, and the Acceptance Criteria for Test Method to Determine Bending Yield Moment of Nails (AC95), dated January 1996. 0 4.0 FINDINGS Design values for withdrawal connections are specified in Table 2. Design values for lateral resistance in wood -to -wood connections (minimum specific gravity of 0.40), loaded parallel and perpendicular to the grain, are as noted in Table _ 11.3A of the NDS, using the applicable screw diameter, 0.190 inch (5 mm) for the 5/18 RSS and 0.216 inch (8 mm) for the 3/a RSS. That the RSS wood screws described in this report comply with the 1997 Uniform Building CodeTM, subject to the following conditions: 4.1 The products are manufactured, identified and installed in accordance with this report. 4.2 The installation and design using the RSS screws comply with this report and Part IX of the NDS. 4.3 The RSS screws are produced in accordance with the details noted in this report and the approved quality control manual. Design details not covered in this section must be in 4.4 Calculations demonstrating that loads applied to accordance with Part XI of the NDS. screws are less than allowable design values are 2.4 Installation: submitted to the building official for approval. Screws must be spaced in accordance with Section 11.4 of This report is subject to re-examination in two years. the NDS. The screws do not require lead (pilot) holes. "ANSIINFoPA NDS -91, National Design Specification for Wood Construction of the American Forest and Paper Association, Revised 1991 Edition, and the Supplement to the 1991 Edition, National Design' Specification, adopted by reference in Section 2316 of the 1997 Uniform Building CodeTM'. ICC -ES legacy reports are not to he construed as representing aesthetics or anv other attributes not specifically addressed, nor are thev to be construed as an endarcement of the subject ofthe report or a recommendation for its use. There is no ssarranty by ICC Evaluation Service, Inc., express or implied, as to 94M anv finding or other matter in this report, or as to anv product covered by the report ZMTT Copyright m 2005 NE Page 1 of 2 C. Page 2 of 2 R . TABLE 1—SCREW DIMENSIONS ER -5883 X2. SCREW SIZE (inches) NOMINAL THREAD DIAMETER (Inch) NOMINAL ROOT DIAMETER (inch) THREADS PER INCH 5/16 x 2% 0.275 0.170 7 51,5 x 3116 0.275 0.170 7 5/18,14 0.275 0.170 7 51,s x 516 0.275 0.170 7 5/,s x g 0.275 0.170 7 316 x 7'/4 0.310 0.200 7 316 x 8 0.310 0.200 7 31s x 10 0.310 0.200 7 3/3 x 12 0.310 0.200 7 3/6 x 14 0.310 0.200 7 318 x 18 - 0.310 0.200 7 For SI: 1 inch = 25.4 mm. TABLE 2—,ALLOWABLE WITHDRAWAL CAPACITY` SCREW SIZE (Inches) EDGE AND SIDE GRAN (pounds per inch of penetration) 5/16 x 21i2 116 5116 x 376 110 5/16 x 4 110 51s x 5% 100 5/16 x 6 100 31e x 7'/, 91 . 3/6 x 8 91 316 x 10 80 316 x 12 78 • 3/6 x 14 63 3/ x 16 56 For SI: 1 inch = 25.4 mm. 'Wood specific gravity is minimum 0.40. Ab MET RSS Line Art; Threaded With Zip -Tip FIGURE 1—RSS WOOD SCREW WITH "ZIP -TIP" Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING Nov 1, 2007 Thomas Johnson 1350 Calzada Ave. Santa Ynez, CA 93460 Assessor Parcel Number: 061-630-002 Building Permit Number: B07-2122 (New Single Family Residence) Thank you for submitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: . Note on the plans: For all PEX or CPVC installations, a completed "REQUEST TO USE PEX - WATER PIPE" or "Certificate of Compliance for installations of CPVC Plumbing Materials" form thust be submitted and approved by the Building Official. X' California Department of Forestry for the possible requirements of fire sprinklers installed in e proposed structure being built on parcels larger than 3 acres and not within 1000 feet from a fire hydrant. Call Darren Read at C.D.F, 530-538-6837, ext. 167. A separate permit will be required for ,fire fire sprinklers. cate the heater and Air conditioning units on the floor plan. Correct the note on the foundation plan that states the depth of the footing as 6"deep, change to 12" .� in. depth into natural grade. y in the details on sheets A-8 and A-9 to the roof framing plan, foundation plan and floor plan. The anchor bolt diameter size on details 20 & 24 don't match, one calls for 3/4 inch and the other 5/8 nch diameter. Please correct the discrepancy. Provide drawings, details and structural calculations for the C.M.U. fireplace. All custom built fireplace must meet the EPA — certified Phase 11 emission standards. If any questions , you can call Air Quality Management District at 530-891-2882. 8. Provide make and the model number for the gas stove that is at the master bedroom. Verify the stove is approved to be installed in a sleeping room. 9. Please submit two corrected sets of plans and calculations for recheck If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner eepetersonQbuttecoun .net cc: Paul Krohn, Engineer Philo Hunt, P.E. Plan Check Engineer phuntgbuttecounty.net 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 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $109.98 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 07/05/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number. Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or less. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 07/05/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $185.68 Fees Paid: Balance Due: $0.00 Receipt No: OWNER/ BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please eck one of the following: 4 I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EXET under Section B. 8 P.C. for this reason: // n Owner's Signature 07/05/2007 Date '7 S 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 construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of t ' permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupa y f any sidewalk, street, or bsidewalk. I hereby authorize representatives of Butte County to an r e above mentio prop for inspection purposes. I hereby certify that I am the property o , r or am authorized tact o eMoperty owners behalf. ---_ 07/05/2007 Name of Permittee7tra, Print Date er ❑ torOR; Agent for Owner Agent for Contractor FILE COPY PROJECT INFORMATION Site Address: LONESOME DOVE CIR Owner: Permit NO: B07-0399 APN: 061-630-002 JOHNSON, THOMAS & DENISE Permit type: MISCELLANEOUS PO BOX 175 Issued Date: 07/05/2007 By TMP Subtype: Ag Exempt SANTA YNEZ, CA 93460 Expiration Date: 07/04/2008 Description: AG BLDG: STORE AG EQUIPMEN (805) 331-3083 Occupancy: U-3 Zoning: U Contractor Applicant: Square Footage: MARK HOFFMAN Building Garage Remdl/Addn 3108 JACKSON RANCH RD 1,800 BUTTEVALLEY, CA 95965 Other Porch/Patio Total (530) 343-8218 , once FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $109.98 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 07/05/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number. Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or less. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 07/05/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $185.68 Fees Paid: Balance Due: $0.00 Receipt No: OWNER/ BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please eck one of the following: 4 I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EXET under Section B. 8 P.C. for this reason: // n Owner's Signature 07/05/2007 Date '7 S 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 construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of t ' permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupa y f any sidewalk, street, or bsidewalk. I hereby authorize representatives of Butte County to an r e above mentio prop for inspection purposes. I hereby certify that I am the property o , r or am authorized tact o eMoperty owners behalf. ---_ 07/05/2007 Name of Permittee7tra, Print Date er ❑ torOR; Agent for Owner Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net/dds AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or aplace of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials f , AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: LONESOME DOVE CIR Permit No: B07-0399 APN: 061-630-002 Square Footage: 1,800 Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: U Description: AG BLDG: STORE AG EQUIPMENT, TOO Required Setbacks: Applicant: MARK HOFFMAN Front: 50' Side: 20' Rear: 20' 3108 JACKSON RANCH RD Type of Construction: BUTTEVALLEYCA95965 (530) 343-8218 Type of Siding: T-111 Owrier: JOHNSON, THOMAS & DENISE REV Est. Const. Cost: $ 30,000.00 PO BOX 175 Roof Covering: Metal SANTA YNEZ, CA 93460 (805) 331-3083 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at th ime an pr' to occupancy. Signature of owner: Date: 03/01/2007 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name �' First Name Mailing Address city<4wI L State Zip Phono5 _ 3o r?.� Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Name :W� a �% Address O c State City Phone State Fax Zip Phon _ Fax r E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City -Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax ff APPLICANT SIGNATURE PROJECT LOCATION AP# 0 b _ G C7 D Property Address City PERMIT NO. BIN # 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: o Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ZoningFlood Zone SRA 'Yes No Occ. Type Const. oG • a •. i �'i. �, � , ,,,,e 0/-C7 /SITE PLAN REVIEW APPLICATION Date: AP#/� Permit Number (if applicable) • APPLICANT INFORMATION Parcel Size: / • 7 aS Owners Name: Owners Address: /C:�70 ' z ' /eLL� f /__1 /_ Pv _ G i Telephone No.:�� Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel } ❑ Industrial Remodel Other Septic Well Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WFJTE BELOW THIS LINE DEVELOPMENT BSER PTCES LNFORMAI`ION (Far Staff Use) ❑ Approved ❑ Conditionally Approved ❑ . Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved RT. Tlnta ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: • 700 ❑ 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) t�n Cd SRA - (CDF to determine specific requirements)` ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X, • Flood Panel No.: ;-SC�Index Date: q Rec El Sacramento River Reclamation District (Approval must be obtained from the Calrfo 'a lamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) El North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Variance El Administrative Permit ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement �.nnina• WAW IJ Building Setbacks: Zoning Code Streets & Highways Fire Prevention Front Side Side Street 0 , 30% Height Waterway N/A N/A N/A Subdivision Map ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. K Applicable Development Fees: Standard Fees , ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees 1 Amount Formula ❑ 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 Couiiiy 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 WI Subdivision Map/Parcel Map: Map Date of Recording: t 1 oZ 3 0 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Q (p Page:_rz_ . Date of Approval: Parcel Map/Subdivision MapfUse Permit Conditions ❑ Comply with the following Conditions of.Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion' Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C.V-MryslBuilding Permit Site Plan Review] ADC STATE OF CALIFORNIA COUN.TY.OF On ,19-%;Detae ma, the unendpwA a NaarY H1D1k In ard fa ` bald St Caaar, Pe Ily app.arw LAtA& �L,z K"?C�a4 N.- to me to 0. the P.— wnosa n ore wDsorfbee + re tan wlthfn butrumea and Wknowlodged 1. me that mer ......d ran soma. 16st• 1' .r►'ewwrn h •. STATE OF CALIFORNIA COUNTY OF On ,19_,befors me, the undmdgned, a Nota), Puolic, In and for said Store and Caunrr, Pbm Il), apPear.d , known to m. to be the penes necuting fns wltfdn Inso n ont an behalf of a corpora Nan, and acknowledged to me that sad corporation ..-led the came. STATE OF CALIFORNIA COUNTY OF Dn ,19_,befor. m., tan urdenlgned, a Notary Public, In and for sold State and C -.1y, Personally aara e , brown ro me 1.be the parson caing the wimm Instrument an Dalai/ a corporation, and ocknowledged to that sole corpaallan e.acut.a the came. 2532 WIN SURVEYORS CERTIFICATE The annered mop wo. prepared Of the a ander my direafon and N bo.ed e upon a field saner in conformance with the requirements of the Subdivision Map Act of the request of Warren, Kaufma, an Taff L /98/ .1 hereby arch, ma the parceo .. procedure. of tan local agency here been comPUbd win. and vial this pa cW map —forms 1a ren opaaved Ienralee map and me c-dillon or approval therea whf.h sore. r.quiraa to W. talfltNe plies to the filing of Ch. parcel map tlkEa . oV John W. Hamar L S 2843 ` COUNTY SURVEYORS CERTIFICATE This mop conforms with the ropdrorenrs of the SubdiWsian kW Act and local amnance. Doted, //• d 9 •B/ - ea teams sura or trot c..INberry R.C.E. MZZ4 ORDER'S CE Fried /this QL day of (,9iw, In Baak ju I pages &*92 an the regae.I of Fes K - FII. No 91- pan Bulre covetOj' Recorder OWNERS CERTIFICATE / , _ Tak/a K Kw/non as owner:. of he hard ere shown an rhe o —d mop, and ' s "f.order Deed of Trust recorded In Bane _of Official Records at page =9 I.Whe u.der Deed of Twat recordedN Book o/ Official Records Of Page , do hereby a.rlify mat on, To the Doty gemma whole < ens to necessary ro pass door.Orle to. said land and we cgnent to the. preparation an0 rec,"alah `op. said map as shown etmhh, tees colored border fine.. n AMENDED PARCEL MAP FOR TECKLA Ke KAUF. MAN LOT 3 IN THE NE 1/4 OF THE NW 1/4 SEC. 6 T. 20 N. R 5 E M.OB.9 M. BUTTE COUNTY, CALIFORNIA JOHN W.NAMBY LICENSED LAND SURVEYOR Poraalev, Callfornle . Portala,C.Iff.rNe P.O.Bu NN. P.O. Bas 842 Sheer loft (916)677-6233 (916) 832-5571 S I/4 Gar. Se c. 31 e" N89.38'33`E NB9. 2234"E .a re. ae.a ' are• ` • ,I I • I ea`, as I •oa as I , 33373 960.35 / er s... • •••� .a. ua,t kf •• n,.. °OO-- _ — I Id E £oaement a•o• a°I, d•58. 95'00 L074 :I4 Lor -3 0. N69°2295 �\ `�,L•102.54 PARCEL 3'•a 6:62 Ac. - •a u`•.o— . LOT S V 005: \ss a\ v63.55sB �I= $:-... .\ F . s.., 60' Non•esctusfve \ ti .EOsemenl Public emement far `7/� R 23•/9.46 ,c, o. a �•+ ingress and egress ontl' /\ R°200.00 - n .v. u. s...•... •`.. ,ar. JJJ L•H/.44 for publicarunre, one ai \ - - - a, to be reserved In deeds ' Yen LAXE OROVILLE /� �,`x m o\ `• PARCEL 2 9.17 At , m o ¢foremen/ m R°200.00 %L°39.48 LEGEND 0 Sol 3/0' iron pipe LS 2893 � Found 3a4 (ion pips L9 2843 m i"•' \ ': c_ / Found d removed 3/4" iron pipe LS 2843 • i A '-"it its noretl: O `•,• \ u• H O Found 2112' bras d1sc,'LS 4202 per PM 8319, 42°g Z \mo pl 7 Frond 2 braes coP O W. R. e01' 42 ' PARCEL 4 "' \ '• 3 - 10. 53 Ac. PARCEL l 2 7.0e Aa. o BASIS OF BEAR/NG p The rear line or the northrert 1/4 of section 6 p ti Easement,h compiled as N01-17'2/"6 from the Stale of 2 a zz•37'54', California Dcaurtmenr of Waver Resources summery R=200.00 :� ea of monuments Dared upon the California State L=79.00 \ f CA—CNT Coordinate System Grid Zone 2. m a•TYl 39'•9• Flt dlstoncaa are grid and must be multiplied by L'` N•Yoa.oa - + "' ,,,,\ J`�p• F s`6 t•r3,_73 /.000127 to oDlorn ground. ------- AMENDED \ / 755.89 55812 PARCEL -MAP -. 1' `. - / - a:NOT- 58 Z4 131401 FOR TECKLA K'KAUFMAN _ LOT 3 /N THE NE l/4 OF,THE NW l/4 SEC. 6 Th t T20N R5E M.D.B8M Tae Parcel moa filed /n book 60 of parcel mops or BUTTE COUNTY \ \ / pogo 5o Burro unty R coecords, snort rhe shaded CALIFORNIA \ V area as.be/ng an Perron o/ Lor 3 Section 6. The map hereon, amend, the aforementioned parte/ mop HAMBY SURVEYING INC. \\ // and depicts the Nue dimensions of Lot 3. LICENSED LAND SURVEYOR' JOHN W. HAMBY LS 2843 /PORTOLA CALIF. /. • APRIL /981 2532 - Sheet 2 of 2 ' 1-... -T 9 IN69*2, 'D E 1 E V J3, se p•5B'95'00" \ rh R•10. \\ L•1022.5454 2B' 41' PARCEL 3 6.70 Ac. NOl7TM $ECi10r: ,='.N 6, TM.., ".. LOCATION MAP \` PARCEL ' 2 m, 9.20 At. SURVEYOR'S CERTIFICATE This map was prepared by my or under my direction and was based uPone y� field surrey in conformance with the raga frnmanfs of the $ubdiviaion Map A4'; s' v�23' 19' 46' o $ \`` at the request of Teckle K. Kaufman on February 29, /972. 1 hereby,,,.! } R• 200.00 `�``\ tvrtify that i1 conforms b the approved tentative map and !ne condhgsrfy. •bf j; O L- 81.44 j°° SCALE:1`1100' approval thereof. m 1074-4 s M Hamby 11 \\ T. COUNTY SURVEYOR'S CERTIFICATE - m R• 200.00s`ro. _, ', 1 26 This map conforms with the requirements of the Subdivision Mep Mc{' and a .,n L.- 39.48 `gym o s local ordinance. 1 {O ,pro 1s7B• 42' IO E Oate: 24r r6_.,197Z ;f,,lt N • so 1\ 8utto C nfy Sury mor PARCEL 4 \N in u 11.97 Ae g p RECORDER'S CERTIFICATE ru o PARCEL I Filed this �=af , 1977¢t L 4. Bonk GO f Parcel Maps of Page .S�,7th equost of p•22' 37"54' 8.35 Ac. 3 Z • f1 zoaco l 700 C�orderO...� 60' NON-E%CLUSIVE PUBLIC \� n EASEMENT" FOR I.REaa AND \� OZ Deputy EGRESS AND FOR PUBLIC UTILITIES AND TO SE RESERVED IN DEEDS. LEGEND: \a. - ` ` O. 9e1 1/4' Iron Pipe LS 2843 \ O • • round V4" I.R LS 2843 • • Found Point as noted below 1D Fd. r tP. Open and Bearing Tree for Cfo,ing Comer A41 South of true camp 1/A3 ti6`,/ h �•`T9•�\` ®Fd.2• BessCapsaD.W. R. per R5. 51/87,88. COR. LOT 9 T Fd. Rock Mound and Bearing Trees, Set V4" LP 15 2843. 656.23.. ANG 6oS ye, 6g e 1ae.ea �j�,,[ , E PoNDE Ro_— "E .u)T3 .. S'fapa ` \ N 88' IS' 31' E i\N39.05 57.72 J R' 200.0049. aMK 1940pq P CA`GAMENDED (7y6,S16 DEED FX13r N6 O\F04 C meati \ 0 W /� 6.52 L• 254.75 - bo gOEzea.esj,sep PARCEL MAP >\ v BASIS OF BEARING: NOTE T ECKL A K. KA UFMAN r990 r�rz 411 The West line Of the Northwest Y4 of Section 6, This msp amends the Psmal IAW NOTE: q\ .� LOT 3 IN THE N.W. 1/4 OF SECTION 6, L 20N, R5E,M0.&BM. Causes shows on Deed es S 65:i4' 43"E 75.16 lset '96p 4 oompufed es N le 17' 2F E from the State of filed In Book 41 of Parcel Maps and 5 75' 43'05"E 258.f0,(aef have been v ro California Department of Water Resources Summary it Page 61. The closing turner was BUTTE COUNTY CALIFORNIA b of Monuments based upon. the California State wed as the N.E. corner of the superseded by the course of;5 71.03'06"E 298.45 io section instead of the true N.E. By Feet to cantide with the existin t aveled wa and for Coordinate Syefem Grid Zono 2. 9 .Y by comer. John W. Hamby LS 2843 mathemaficel correctness. / 12/ Licensed Land Surveyor Paradise California 17 A • 1 i i abb'+bb'.L+v� z 7 �$o m IRS �.yN = C 3 -� - � TC O 5 211 m " rn Im , o g� .... . ... . . .... . ........ xm g rn " 4 2_ S p S OZ 21.1 i 4 - �_...—..... . CD 132 Eli 40 Zn 1 li • __ Al all 7r i ` , ;,,• J J i ! r •. f, r' {,/rf / l f� - .amu // /% / • . lo-- PROJECT OWNER SHEETTITLE NEW RESIDENCE TOM JOHNSON SITE PLAN PAUL KROHN, P.E. WE MM .0 LONESOME DOVE aRCLE 1350 CALZADA 305 WALL STREET 13ERRl CREEK CA SANTA YNEZ, CA CHICO CA 95928 APN 061.630-M PH 805-6884985 (530) 894-1165 pkrohn@chico.com Lu IJU A; v.; JJ LU 1-I/4• . 16 GA STIUP ,..DED TD FRA" VRAP V/ MMAT[W VNL VIIH 0 LS• LS PER ATTACHED C ERGY CALCS •. TENSIDHER TTP DRIP TRAY WATER HEATER SEISMIC RESTRAINT d NTS FINW110 PGQ4•3 TO GUCNTS.SPLCS. To BG MIN, r BGLO,V INTLRIOR. F'NLS11 FLOOR OR. AS RCOD. BY LOCAL CVVL.A. (TYPJ • RCPRC.SCNTS'yy`Aa TLIRUWLTLOCATWN. MAINTAIN ACCCSs TOTUIZU-BOLT. (DLTAIL RZT PRoADG A MINIMUM of 5• SLTTLJN43PACL AOaVt ALL FRAMED HALLS ON TLIG MAIN FLOOR (PLTAILS #Z 22) ALL INTMOR FRAMED WALLS TO BG 2a WOOD FRAMIN4 UNLC Nb NOTGD ORIGRWI3G /10-11Q4/- /,11619Ua 7-�z12,:?- ESS1p6,_ c em 6� qY4 S ~SCF ArgENDMENTs R I PK G-zu-o x - PROD ECT -PTLl -JoflNSoN flANDC(ZAFTED Lo(; lj0mL 1800 .4 R DGCIC2280 ,y R TOTAL 4080 xL R PREPARED FOR. To::) a Puk L 1a)NSON 1350 CALZ.ADA AVG SANTA Y 4U CA 93460 STRUCTLRG DG.STINATION ODIIVILLG CA PN. (805) 6a8. 4985 CGLL (805) 331.3083 FAX (805) 688 -,d539 G.MAIL: it,I5800.4— PREPAREDf3Y CANADA DIVISION 3511)OD4•SON ROAD \VILUAMS LAICG 6.C. CANADA i PU. (250) 392-5577, FAX (250) 392 - 5581 TOLL FRGG:1-877-822-5647 u.5. DMSION noo N. TDGGuNG NIC 0 VA _ .x , PAYSON. ARIZONA uNITGD STATG.S PU. (928) 472 - 8073 PJ. (928) 47d - 2514 FAX (928) 474 - 8991 TOLL FREE:1-877-22d-4564 vMMtpioneerWhomeso f kcom rPP-A\\AN(; TFfLE MAIN FLooIZ PL -4N SCALL DATE JULY 24 2oo6 DQA\VN aY: LR ICL4T5 D. \VARMACIC cdLCICED f3Y: PAGL A-5 Q 4iF K{'q.�l VS�ClTi(=.'A(.`"{T•Rt – – _ – dCl`asi yy 1 I X. i" P Ji' LAYOUTMAYVARY / 7'M AS PCLS I (Tit i GREAT Room IL a I •�• � (e'' L04 SCAM FIa / {�� ^•; 1 _ 4 POST FRom op OF FLOOR TOL0 P AND BOTTOM TO – j H TO BOTTOM OF R D4G BGAµ CLPTFT2AMCWALL BAR TO CLGNTS SPGCS •- rx v I n N / STLP" TO D.TO ar 0' 3' Io- .�)y''' 4RADG AS RGO{ A I I I S LOCAL COOL allP.) I T ww _` ^J .— _. – – – – – –. n `D 1 r r}d• 3 / i DUTCU I i oaaR ROD e 3 w DAT ao u 6.$. v R >; 1 DA T \VIE •, 6� /' 6EDRooM VLTO C%TLRIOR �I ENT NT 6EDROOM \\ 4 ,.. / BCNCATL) FLOOR ImTC2lWNNCGTLD \ m' DOOR \I I N r-.: Wi u)SJ 5f �1r :..a . Si /:+-'S.'�rF.?L=,:d&?pr c" .� ,p.. _, y?`L?Ps'?:,..`+}P �:•_'^.- b7B A�'p.- ESS1p6,_ c em 6� qY4 S ~SCF ArgENDMENTs R I PK G-zu-o x - PROD ECT -PTLl -JoflNSoN flANDC(ZAFTED Lo(; lj0mL 1800 .4 R DGCIC2280 ,y R TOTAL 4080 xL R PREPARED FOR. To::) a Puk L 1a)NSON 1350 CALZ.ADA AVG SANTA Y 4U CA 93460 STRUCTLRG DG.STINATION ODIIVILLG CA PN. (805) 6a8. 4985 CGLL (805) 331.3083 FAX (805) 688 -,d539 G.MAIL: it,I5800.4— PREPAREDf3Y CANADA DIVISION 3511)OD4•SON ROAD \VILUAMS LAICG 6.C. CANADA i PU. (250) 392-5577, FAX (250) 392 - 5581 TOLL FRGG:1-877-822-5647 u.5. DMSION noo N. TDGGuNG NIC 0 VA _ .x , PAYSON. ARIZONA uNITGD STATG.S PU. (928) 472 - 8073 PJ. (928) 47d - 2514 FAX (928) 474 - 8991 TOLL FREE:1-877-22d-4564 vMMtpioneerWhomeso f kcom rPP-A\\AN(; TFfLE MAIN FLooIZ PL -4N SCALL DATE JULY 24 2oo6 DQA\VN aY: LR ICL4T5 D. \VARMACIC cdLCICED f3Y: PAGL A-5 ru c S �♦ f, Y ................... ............. 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C`: _...... ................... i : •• .. .. _.... C �.. ���� �� � ������ _............. . ... .iY±......_...... ......._..... _... .............. .._............._...................-.................._....._............._....._............_....._............ _............ . sese er Nwne Wdreas tPh®n(9 No. { U Lomdon C ontac • Nie -OA c E. A Phone = � F OR OFFICE USE 0"NLY (General Plan Ded'. Size, h cM. PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): Z®NONG: _ GEN Pte: USES: F- C) \ � \ri � y � ! � . \ � , '«. SITE PLAN .....:.._. :............: ............. -. ............ .. :.. .._ ... _ .. ;.. ;. .. .. s , ........................ ... .. .. ... `� ±V : .. ................. ... :. :. ._ ...... ...... .. ...... .. �pP , ' A .. ................. .. .. ... .. �� ... ff x _ ... I�............. .. .... .. ...... Z- .. ... i . .. 1�... ... C.. ............... Li .. .. .. - .. .. y�� .. .. .��..._. r..... ..._ . ............ .. ... .. .. .. .. .. ..... .. ... .. .. A. ............. f•_ ........................... ... .. .. ._ _. .. .. _. .. .. .. ............. ... ..T -. ... . .. - • ... .. .. .. .. ... ... ......................... ... .. .. _ . - - . .. .. .. .. :....: ......:......:...... LDWO PLA :. a^ �60 .. .. ... .. .. ... .. �.....................'- -...............- -- Use: •®®te ! ��L ........... - ... .. .. ... i ... .. .. :.. P f a �i .. .. 9 ®La�dsc� fn ............ .`..i.P �, .. g 0 Y• ..... ....... tier sfg ....� .. Yu�:..... _ .. .. ... .. .. ... .. .. .. .. .. ... ............................... 9 _ ... _.............. .. ... .. - 1 •1 . .. _. .. ... .. .. _ ... .... _ .. ... .. .. ... .. .. .. ... .. ..... _. .. ... .. .. .. :� ............ ... ............ .. .. ... .. \' .. .. ............. .. ... .. .. ... .. ... ._ ............ ,.. ..;. ... .. .. ............. .. ... .. .. ...`}: ` : .. ... .. ... .. .. ............. }. .. ... .. ................. ............. .......................................... .. ... ................ .. .. ... .. \ .. _ ... .. ... _ ......_.......__ .. ............ .. .............. ... .. .. ... .. .. ... .. .. .. .. ... .. .. 1.; ............................... ... .. .. ... .. ..\. --.` ............ .......... ... .. ........... ................. .. ... .. .. ... .. �. ................. ... .. .. ... .. .. •• _ ................................. .. ._ ... .. .. ... .. ... .. .. ... .. .. .. ............ -. .. ......................... ............. .. ... .. ._ ... .. .. ... .. ............. ••�_• .. ... .. .. ........................................................... ._ .. ... .. ................ ... _ .. .. ... /1J .. ./G.l• ��yq _ y��j• ............ .................._................... _...... ...... ....... _................. .......................................... ._..................._..... _... - _.............. .. ... ._ .. ... .. .. .. .. .. .. ............ .. ... - .............. ... .. Assesses Parcel. Number Owner Name Add 4 Phone No. Sb L®cati®n�C L Contact Name IS ' A� I C 23,2=. . FOCIR 0FRCE USE ONLY PROVIDE FOR ALL Zoning: ADJACENT PARCELS - ner, Man Desi ZONING- GEN--I_r_;: t 18W USES: Ec I .. i S. N coP /v i'v e _vpfcG. Ce - SCALE 1"=200' 0 cp_ ro) N I> 00 OWNER: TOM JOHNSON 1350 CALZADA o 'CD SANTA YNEZ, CA 93460 APN: 061-630-002 ACREAGE: 9.17 AC. DEED: ZONING: GENERAL PLAN: AG -RES EXISTING USE: VACANT oz- 14 PROPOSED USE: RESIDENTIAL WATER: INDIVIDUAL WELLS SEWAGE DISPOSAL. INDIVIDUAL LEACH SYSTEMS "' ELECTRICITY: PG&E Iro 00 TELEPHONE: SBC 2000 V AN ITE 2'34L PARCEL 2 86 M 87 IN NW 1/4 SEC. 64 T.20 N R5E IN THE UNINCORPORATED AREA OF -BUTTE COUNTY, CA f) E, CONTRACTOR: EVANS: FUN WORKS, 1 NICE PLACE. OROVILL -CA 95966 PREPARED BY: KELLY SAPP, DRAFT[ NG, & DESIGN • 2040 TEHAMA AVE. OROVILLE, CA 05965 BASE 616104 04-90 d � 4' 5... � d. . . Z .. Y �; .Y