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058-330-057
1 g 58-33-fA" K. R. Morgan nd of pri.rd.,app.1000'S.of Hoffman R,app.6/10 mi.W.of Concow Rd Perm #812-79B,P,E,M(new single famil 58 -33 -AS -1 Permit#1824- OB (list renewal/881?2 A 79)SF "1 -T//7 /oJ 58-33-2.59 Permit#12•-81B(2nd renewal/812- 79) _ _ 58-33-1&r? hermit #863-82B,P(3rd renewal/ /812-79 & add 0 cl.firepl. & 4 traps/SF) 058-330-057 MORGAN RON 01-1093 13135 PINE POINT LN,, YANKEE CONTR: FOUR SEASONS ICEE HILL RE -ROOF W/CO ROOFING MP 23.5 SQ s V1 k3(31— 0'fF5— SCO Y) "�a/ a Jf' - � �?. 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: 10846 NELSON BAR ROAD Owner:TCHUDI, Permit No: B08-2459 APN: 058-680-045 STEPHEN $50.00 CWIFDDS Impact Processing Fee Permit type: RESIDENTIAL DBEH Building Review Fee Issued Date: 02/13/2009 By TMP Subtype: SFD-Mobile Home PFS $241.16 Expiration Date: 02/13/2010 Description: 2009 SQ.FT. NEW MH PERM FND DBFIRE SRA Fire Plan Review (S Occupancy: R-3 Zoning: FR -20 Contractor Applicant: Square Footage: JAEGER INDUSTRIAL COMPANY JAEGER INDUSTRIAL COMP Building Garage Remdl/Addn 2490 BRUCE RD 2490 BRUCE RD 2,009 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 566-9480 (530) 566-9480 2,009 FEE INFORMATION CWIF MH $1,669.57 CWIF MH $1,859.21 CWIFAUD Impact Processing Audi $50.00 CWIFDDS Impact Processing Fee $50.00 DBEH Building Review Fee $78.90 DBF MH Plan Check $241.16 DBFIRE Fire Inspection (SRA) $214.00 DBFIRE SRA Fire Plan Review (S $107.00 LICENSED_ CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires JAEGER INDUSTRIAL COMPAI C268056 / C47 C10 A / 08/31/2010 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 L� ` L;, Tj-,S-�, 02/13/2009 Con ractor's ianature Date WORKERS' COMPENSATION DECLARATION - I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I have andwill maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. Phave and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' Carrier: State Fund Policy Number: Exp. Date: F1I 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 XI) 1 L N,-� E \ 02/13/2009 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 IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEYS FEES. CONSTRUCTION LENDING AGENCY DECLARATION 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 (Section 3097, Civil Code). Lender's Name and Address Lender's Name & Address City State Zip DBMSC Mobile Home Permit Fee. $361.74 DBOMSC Fire Safe Standards Rev . $118.98 DBSMIP Residential $19.45 DP Planning Clearance for Perm $78.70 71 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 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 the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do L) all of or L) portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the 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 proving that it was not built or improved for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the reason: 02/13/2009 I PERMIT APPLICANT DECLARATION — By my signature below, I certify to each of the following: I am U a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf'*. I have read this construction permit application and the information I have provided is correct. agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property fAr inspgption purposes. California License(1 Contractor, Property Owner" or Authorized FILE COPY R -1, `C 02/13/2009 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 . CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name first Name S U Address ��o c Wr��Iv���—s� /�41 City�GQO StateCA Zip 5 z> Phone -<7�J�— U/ / 7 FS��J"'�% E-mail ARCHITECT/ENGINEER CONTRACTOR Name Citye"', Address 7� 7 Phoneg�z /'%o grom 9-d City St4le.ligen�flumb State Zip O O Fax S6� sqm Phones Name Fax 2k E-mail Lic. # CI ss'47 6 ARCHITECT/ENGINEER Name, Address,,',.-, Citye"', Stat 7� 7 Phoneg�z /'%o Pagy.7 ! 11 E-mail St4le.ligen�flumb M APPLICANT SIGNATURE X f7:) t1b 0 a, -� For office use only: APPLICANT NAME Name .20 Flood Zone ' SD �� Address a 1 ' Ce City Cjl� 1 State. Zip Phone O Fax S6� E-mail Planner Name Date Approved: APPLICANT SIGNATURE X f7:) t1b 0 a, -� For office use only: 7 9,4 ILVJ3 Zoning .20 Flood Zone ' SD �� Yes No Occ. 23 1 Type Const. Subdivision Name Carrier Map Book Page Lot # Planner Name Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc 00,UrtoA NO.%K $ate PERMIT BP BIN # Page 1 of 2 Description or Scope of Work: sti I ro r Sq. Footage O ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon. written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:_71� Amount: Bldg SRA Receipt #: Sheriff SMIP Date:Q� Other 6% O Q� Total REV 2-24-05 fol` LOCATION AP# O S%S- PropertAddress y 1 ' ' SD �� Cit I r _le Cross Street Lon f WORKER'S COMPENSATION Policy Number _ 2M ZS; C Carrier to anwtgrice- 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 Page 1 of 2 Description or Scope of Work: sti I ro r Sq. Footage O ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon. written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:_71� Amount: Bldg SRA Receipt #: Sheriff SMIP Date:Q� Other 6% O Q� Total REV 2-24-05 fol` Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET" Reference Number: B08-2459 Date: 12/17/2008 Location: 10846 NELSON BAR ROAD By: TMP Parcel Number: 058-680-045 Sub Type: SFD-Mobile Home PI Owner Name: TCHUDI, STEPHEN Phone: Description: 2009 SOFT. NEW MH PERM FND 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 SEWER DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 1:1 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 F1 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 -0 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: ❑ ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: �1`' Date: 12/17/2008 FILE 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 1:1 ❑ 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 F1 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 -0 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: ❑ ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: �1`' Date: 12/17/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hitp://muniCiDalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-2459 Location: 10846 NELSON BAR ROAD Parcel Number: 058-680-045 Owner Name: TCHUDI, STEPHEN Description: 2009 SQ.FT. NEW MH PERM FND Date: 12/17/2008 Phone: Signature of Applicant: U Date: 12/17/2008 FILE _pPATMENT — A Vy �ilc N/OR� Department of Public Works County of Butte J. Michael Crump, Director 7 County Center Drive Shawn H. O'Brien, Assistant Director Orovilie, CA 95965 (530) 538-7681 FAX (530) 538-4356 Notification of Public Works Improvements JAEGER INDUSTRIAL COMPANY RE:058-680-045 Building Permit No.:1308-2459 To meet the requirements of Butte County Code Section 26-12 (available on line at <http://municipalcodes.lexisnexis.com/codes/bufteco/>), one or more of the following may be required before a building permit can be issued for the above referenced project. 1. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; 2. Dedication of any necessary rights-of-way; and 3. For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: 1. Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26-12. 2. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at <http://www.buftecounty.net/publicworks/divisions/landdevelopment/impstd.html>) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26-12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in -lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. have read and understand the above requirements: 12/17/2008 . Date Signature REVd 9/19/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B08-2459 Date: 12/17/2008 Location: 10846 NELSON BAR ROAD By: TMP Parcel Number: 058-680-045 Sub Type: SFD-Mobile Home PI Owner Name: TCHUDI, STEPHEN Phone: Description: 2009 SQ.FT. NEW MH PERM FND By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: �� %U��_ ZZ�� FILE Date: 12/17/2008 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: B08-2459 Job Address: 10846 NELSON BAR ROAD Contractor: JAEGER INDUSTRIAL COMPANY 2490 BRUCE RD CHICO, CA 95928 Fee Description -k CWIF MH Printed: 12/17/2008 11:01 am Account Number Fee Amount Paid Date Pmt Amt CWIFFIREF MH 1851-0-280-1011852 $300.29 12/17/2008 $300.29 CWIFPWRDS MH 1831-0-280-101001 $789.63 12/17/2008 $789.63 CWIFFIREVE MH 1851-0-280-1011853 $579.65 12/17/2008 $579.65 DBEH Building Review Fee 0021-540011-4614901-10101 $78.90 12/17/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-10101 $214.00 12/17/2008 $214.00 DBOMSC Fire Safe Standards Rev 0010-440001-4210501-10101 $118.98 12/17/2008 $118.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-10101 $107.00 12/17/2008 $107.00 CWIFAUD Impact Processing Audi 0010-050-4617998-101001. $50.00 12/17/2008 $50.00 CWIFDDS Impact Processing Fee 0010-4400014617999-1010 $50.00 12/17/2008 $50.00 DBMSC Mobile Home Permit Fee. 0010-4400014210500-10101 $361.74 12/17/2008 $361.74 DBF MH Plan Check 0010-440001-4210501-10101 $241.16 12/17/2008 $241.16 CWIF MH CWIFSHERFF MH 1840-0-280-1011841 $256.55 12/17/2008 $256.55 CWIFLBRYV MH 1825-0-280-1011828 $3.95 12/17/2008 $3.95 CWIFLBRYM MH 1825-0-280-1011827 $132.82 12/17/2008 $132.82 CWIFLBRYF MH 1825-0-280-1011826 $197.45 12/17/2008 $197.45 CWIFGGVE MH 1810-0-280-101001 $251.32 12/17/2008 $251.32 CWIFSHERFJL MH 090807 1800-0-280-1011811 $347.00 12/17/2008 $347.00 CWIFSHERFVE MH 1840-0-280-1011842 $125.18 12/17/2008 $125.18 CWIFGGF MH 1808-0-280-101001 $544.94 12/17/2008 $544.94 DBSMIP Residential 1001-0-280-1011298 $19.45 12/17/2008 $19.45 49770.01 $49770.01 Printed By: Tammie Powell Balance Due: $0.00 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: 12/17/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). 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: B08-2459 Date: 12/17/2008 Location: 10846 NELSON BAR ROAD By: TMP Parcel Number: 058-680-045 Sub Type: SFD-Mobile Home PI Owner Name: TCHUDI, STEPHEN Phone: Description: 2009 SQ.FT. NEW MH PERM FND 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. All development within the 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 Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the 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 requirements. 12/17/2008 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html Rev'd 5/7/07 FILE k.7:� �eparfinent. of public forks i� ''y s:, f g U t t e /.t0t�o� C o u n t y o LAND DEVELOPMENT DNIS10N 0 J. -Michael Crump. Director Storm WeterManagement Pro;ram X . e 7 County Center Drive Oroville. CA 95965 o U N / (530) 538-7266 A�l1C WpF2�5 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll. Construction storm Water Permit and Storm Water Pollution Prevention ACRE Pian (SWPPP) Acknowledgement BLESS THAN! PA Project Description: Project Location and]OrParcelNumber: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction StormWater Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site, build -outs of less than one. acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the .State of California Regional Water Quality Control Board. ;on I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed:��� Title:L� Date: Butte County Department ol'Developinent Services °Qu if r/`C 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone n J (530) 538-7785 Facsimile )BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from .other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I need to submit applications for ' septic andlor well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation: clearance to the Building Division as soon as clearance is obtained. I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are .not limited to, verification the parcel was legally created, adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: i a✓ rL-S APN: OO 5 Building site address: i 6 ,�i 4 6 Soil r d Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 75 SIGNATURE OF APPLICANT DATE INVOICE INVOICE DATE: 12/10/2008 SOLD TO: UQUKHOMES BEND DIVISION MURRAY RD - BEND INDUSTRIAL PARK P.O. BOX 5579 -BEND, OR 97708 Page 1 of 3 Customer. Tchubi Home SERENITY HOMES FUQUA CLIENT NOTICE TERMS,: ,NET DUE UPON RECEIPT Title to this home will remain with the manufacturer until paid in full. Past due accounts 2490BRUCE ROAD Pft.Ym ;nt due on or before will be charged a 1 1/2% per month late payment penalty. CHICO CA 95928 50 Financed By: CASH SHIP TO: Dealer PO: Commitment No --------------------------------------------------- Order#: 14863 Order Date: 11/17/2008 Model#: 3067DFOI Serial#: 20761 Base Price: 574,996 -------------- ----------------_________= -------------------------------- Width Feet: 30' Width Inches: 360 Length: -804804000 0 --------------------------------------- Option# Description Uriits Price iFlc or C� O eti�t,l '' �''�:, hz � k z1 "�P i� rY' 3+ •�' "y� ti � t^f�"p`br'^ih �X i ;i 1' tai mltn�"• �!P"�'Fa + r Lst.�.«mar,-,.- �.t � ..z�r�'s�. ' ;�'S�s�Y� ,' � , n. MGn • h� . k ".' i ;!„ ' h1�,tT"T'�i�n�, '`"�e„�'��i� : ��_ r , y� ' .' m� � ` �'7� � �a'� +I. �yi.� , RP008 CARPET OPTION PRICING (PER SQ. YDJ OM[T PAD 137 ($1.00) ($137) RP009 _ CARPET OPTION PRICING (OMIT CARPFTI T. __ _. SPL3 —xK,....•.:r;c:,..uvea:a:rn.:Hca;amriwvzwuY.rtiww��u�rr_aiva'�,i?,u:ah'.W k?�ai.�"ertNl Add Zea 4x1 transome windows over Std on GR SW ] $310.00 $310 SPL3 Omit Std Floor moulding l ($200.00) ($200) SPL3 White 6 -panel interior doors W/ White waterfall moulding 1$0.00 $0 ' SPL3 6 -panel W/Deadbolt 1 $0.00 $0 SPW Round sheetrock Comers W/T-Sills 1 $0.00 $0 SPL3 Omit Std BR3 interior door & BR3/GR common Wall 1 ($175.00) ($175) SPL3 4:12 Roof pitch 301b roof load & 2x8 Floor Joists 1 $0.00 $0 SPL3 Add Rafter Spaacinj in LR 10" in Diameter 1 $160.00 $160 SPL3 Add 3x1 transom Window over front door on GR SW 1 $140.00 $140 SPL3 20' Dormer W/small eyebrow 1 $0.00 $0 SPL3 Fire SprinklerSystem 1 $6,500.00 $6,500 SPL3 6 -panel W/Deadbolt W/ BN lever lock Door handel 1 $0.00 $0 SPL3 Insulation Roof R40 Wall R21 Floor R33 / Energwise 1 $0.00 $0 SPL3 20' Shed Dormer IPO std on GR Sw 1 $490.00 $490 W150 RELOCATE Std SGD from LR Sw to BR1 SW 1 $100.00 $100 W150 RELOCATE Std BR1 6x5 to LR SW 1 $100.00 $100 W334 Add 3X5 to BR1 EW 1 $331.00 $331 W441 SGD 6 IPO STD 4X5 ( ' `� r r,,'r�''zx.,'� ���'F�,�n��t��u��,'��"''+. df � �•�y.` "-r�-m.� ��t';�' [r,.- �: r��;ry?e�� � .,+,_7.,;..I"^9�a�! " �r � 1,,5�• f$r„56j54,0,�0'1 ,u, • $565 Fri+g1:��K:�„����'e�"��+,8il31'�'; �a4 � 9��_�.f�'°�'. 5��i��� ;•'js�� �'a�! �'�IIk��A�ht' i r� �');. f"'�+.a�.L,.J�i�,�f�l�s"�.ci�k'..�J?NN�i�•�f_.k�.�tu����''� ilk}.k:�61...n�,Fn,.-��'I' Na.$i+�'+'�[ _���'� SPL4 40 dal Electric water heater &electric furnace & 200AMP panel 1• $0.00 $0 SPL4 40AMP breaker 6-3 wire to Jbox 8 wire thermostate wire only 1 $0.00 $0 SPL4 Stackable Washer &Dryer Hookups 1 $0.00 $0 SPL4 Freezer plug on UR /BRl common Wall 1 $0.00 $0 0001 AIR CONDITIONER/HEAT PUMP READY _ 1 $160.00 1 $160 0004 TV JACKS WRG6 CABLE 2 $50.00 $100 0005 PHONE JACKS W/CATs WIRE 2 $50.00 $100 U019 OVERHEAD UR CABINETS NO ROD 1 $120.00 $120 U022 CARBON MONOXIDE DETECTOR 1 $55.00 - $55 U025 EXTERIOR GFI BAl EW & BR3 EW 2 $60.00 $120 U030 UTILITY DEEP SINK WITH SMALL BASE CABINET & BN Faucet 1 $350.00 $350 U045 VENT DRYER THRU WALL OR FLOOR 1 $30.00 $30 �17f �'txwTvkY.W! E46' BLOCK AND 1NIRE ONLY PADDLE FAN GR LR & BRl 2 $70.00 $140 As evidenced by Hud Labels ORE 509249 ORE 509250 the manufacturer certifies to the best of his knowledge and belief that this manufactured home has been inspected in accordance with the requirements of the Department of Housing and Urban Development and is constructed in conformance with the Federal Manufactured Housing Construction and Safety Standards in effect on the date of manufacturer. SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE CONSUMER INSULATION INFORMATION THIS HOME MODEL # 3067DF01 Serial#: 20761 CONTAINS THE FOLLOWING INSULATION: LOCATION TYPES OF INSULATION THICKNESS "R" VALUE SECTION FIBERGLASS BLANKET 10 1/2" R-33 WALL, EXTERIOR FIBERGLASS BATT 5 1/2" R-21 W/ KRAFT BARRIER CEILING FLAT BLOWN WOOL . CEILING CATH (ROOF) BLOWN WOOL 13 R-40 THIS INSULATION INFORMATION WAS FURNISHED BY THE HOME'S MANUFACTURER AND IS DISCLOSED IN COMPLIANCE WITH THE FEDERAL TRADE COMMISSION RULE, LABELING AND ADVERTISING OF HOME INSULATION, 16 CFR SECTION 460.16 DATE RETAILER SIGNATURE I ACKNOWLEDGE RECEIPT OF THIS INFORMATION AND UNDERSTAND THAT A COPY OF THIS FORM WILL BE INCLUDED WITH MY SALES CONTRACT. DATE BUYER SIGNATURE NOTE (1) R VALUES ARE CERTIFIED BY MANUFACTURERS OF INSULATION FOR THIS THICKNESS INSTALLED IN THIS HOUSE. (2) SAVINGS MAY VARY. HIGHER R VALUES MEAN GREATER INSULATION POWER. (3) ACTUAL THICKNESS AND R VALUES MAY BE REDUCED DUE TO COMPRESSION OR SPACE LIMITATIONS IN THE EAVE AREAS OF THE ROOF. 111 col vo 13:14 NAA b3Ud94U'/13 :7 RECORDING REQUESTED BY Mid Valley Title A Escrow Company AND WHEN RECORDED MAIL TO: Stephen N. Tchudl and Susan J. Tchudi 3735 Gibralder Drive Reno, NV 89509 BTEC CUSTOMER SERVICE 1?1003 Recorded I RRFC FEE 19.09 Official Records I TAI 393.39 Butte f I I3101DIT PRESER IILN DACE L am I County Clerk-Recorderl 1 I BN (i9liBIIRM 16 -May -21W I Page 1 of 5 Above Thta Line fbr Recorders Um ooty A.P.N.: 058-680-045.000 File No.: 0402-2744330 (MT) GRANT DEED 5 The Undersigned Grantnr(s) Deciere(s): DOQIMENTARYTRANSFER TAX $393.35; aTY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ [ X ] computed an the eomideratlon or Rrdl value of properttr conveyed, OR [ ] computed an the comideratlon or full value less value of gens and/or enarmbra = remalNng at time of sale, [ X ] unincorporated area; ( ) ah of , end FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, KeM 1. Thomessen and Christine M. Thomassen, as Trustees of the Thoetassen 10/6/94 Trust and Rene G. Brandol and Kathleen Brandol, as Trustees of the Brandol Family Trust, dated 3uly 19, 1997 and William E. Lauer and Pauline A. Lauer, Trustees of the Lauer Family Trust of 2000, established 11-13-2000 hereby GRANTS to Stephen N. Tchudl and Susan J. Tchudl, husband and wife as joint tenants the following described property In the unincorporated area of, County of Butte, Stade of California: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING A PORTION OF THE SOUTH HALF OF SECTION 5 AND THE NORTH HALF OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. AND M., DESCRIBED AS FOLLOWS: Mall Tax Statements To: SAME AS ABOVE Received Time Nov.26, 2008 12:06PM No.7935 ll/ZO/U5 13:14 YAA 5JU8940713 BTEC CUSTOMER SERVICE 10 004 4 : • • A.P.N.: 058480-046-000 Grant Deed - continued File No.:0402-2744.330 Date: 05/08/2007 BEGINNING AT THE CENTER OF SAID SECTION 8; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 8, NORTH 00 DEG. 19'00' WEST, 1295.85 FEEL' TO THE TRUE POINT OF BEGINNING, SAID POINT BEING THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8; THENCE LEAVING SAID TRUE POINT OF BEGINNING ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, NORTH 89 DEG.. 48' 18" WEST, 823.95 FEET TO THE MOST EASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND DESIGNATED AS PARCEL "A" IN THE DEED TO THE STATE OF CALIFORNIA RECORDED IN THE OFFICE OF THE RECORDER, COUNTY OF BUM AT BOOK 1444 OFFICIAL RECORDS AT PAGE 660; THENCE LEAVING SAID SOUTH LINE ALONG THE GENERAL NORTHEASTERLY LINE OF SAID PARCEL •A", NORTH 47 DEG. 35'09- WEST, 415.90 FEET AND NORTH 77 DEG. 49138" WEST, 216.59 FEET TO A POINT ON THE WEST LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8; THENCE ALONG SAID WEST LINE AND ITS NORTHERLY PROLONGATION, NORTH 00 DEG. 03' S5" EAST, 1246.76 FEET TO THE INTERSECTION THEREOF WITH THE CENTERLINE OF NELSON BAR ROAD; THENCE LEAVING SAID NORTHERLY PROLONGATION ALONG SAID CENTERLINE OF NELSON BAR ROAD ALONG THE FOLLOWING COURSES AND DISTANCES: SOUTH 88 DEG. 40''30' EAST, 83.90 FEET; ALONG A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLE OF 36 DEG. S5'00" FOR AN ARC LENGTH OF 96.65 FEET; SOUTH 51 DEG. 45- 30" EAST, 81.92 FEET, ALONG A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 20 DEG. 52'51" FOR AN ARC LENGTH OF 72.89 FEET; SOUTH 30 DEG. 5Y 39• EAST,138.04 FEET; ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLE OF 32 DEG. 26' 34• FOR AN ARC LENGTH OF 84.93 FEET; SOUTH 63 DEG. 19' 13' EAST, 135.20 FEET; ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 300.00 THROUGH A CENTRAL ANGLE OF 27 DEG. 32' 45" FOR AN ARC LENGTH OF 184.23 FEET; NORTH 89 DEG. 08' 02" EAST, 27.33 FEET; ALONG A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 300.00 FEET THROUGH A CENTRAL ANGLE OF 30 DEG. 59' 10" FOR AN ARC LENGTH OF 162.24 FEET; SOUTH 59 DEG. 52'480 EAST, 195.27 FEET; ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 58 DEG. 59'54" FOR AN ARC LENGTH OF 107-97 FEET; NORTH 61 DEG. 07' 18" EAST, 33.22 FEET; ALONG A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 400.00 FEET THROUGH A CENTRAL ANGLE OF 09 DEG. 25'56" FOR AN'ARC LENGTH OF 65.85 FEET; NORTH 70 DEG. 33' 14• EAST, 72.28 FEET; ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 350.00 FEET THROUGH A CENTRAL ANGLE OF 14 DEG. 51.18• FOR AN ARC LENGTH OF 90.74 FEET; NORTH 55 DEG. 41' SW EAST 77.83 FEET AND ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 53 DEG. 44' 46" FOR AN ARC LENGTH OF 187.61 FEET, THENCE LEAVING SAID CENTERLINE, SOUTH 00 DEG. 19' 00" EAST, 1340.10 FEET; THENCE NORTH 89 DEG. 48' 18• WEST, 183.07 FEET TO THE TRUE POINT OF BEGINNING. BEARINGS AND DISTANCES IN THE ABOVE DESCRIPTIONS ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM, ZONE II, MULTIPLY BY 1.0000710 TO OBTAIN GROUND DISTANCES. PARCEL HEREIN IS PURSUANT TO A MERGER APPROVED BY THE COUNTY OF BUTTE, RECORDED JUNE 7, 2002„ SERIAL N0.2002 0029548. Dated: 051081 2 Received Time Nov.26. 2008 12:06PM No.7935 11/ LU/ UO 13:14 VAA 03U094U'11S BTEC CUSTODIER SERVICE Q005 • j A.P.N.: 058-680-04S-000 Rene G. Brandol and Kathleen Brandol. as Trustees of the Brandol Family Trust r Rene G. randol, Trustee lean Brandol, Trustee STATE OF C l -tom- )SS COUNTY OF ) Grant Deed - continued He No.:0402-2744330 (SM Date: 051081ZO07 Keith I. Thomassen and Christine M. Thomassen, as Trustees of the Thomessen 10/615KTrust Keith I. Thomossen, Trustee �1-11-�M.homasson, Trustee William E- Lauer and Pauline A. Lauer, Trustees of the Lauer Family Trust OF2,ov0 William E. Lauer,�Trustee Pauline A. Lauer, Trust Noone ' – 'X mel ,tore me, _ '� • �1 SV �.r IC -17 �' Perapnaily �ppea_ (- d�, x l 5Y1 �o CZQ�I�. �- f�I�JT"C -�Q 1►ul - - p onaily atotnjrn bo me (or proved to me on the basis of satlsfad>ory evidence) to be the persons) whose names) is/am subscribed to the within Instrument and adcnoMedged to me that he/sWhey executed the same In hls/her/their authorized capacity(les) and that by his/her/their signature(s). on the Instrument the person(s) or the entity upon behalf of which the person(s) acted, eaeajted the Instrument. and of lal seal. 0• FSER Commisslon 0 1487634 s Notory Public - Cogbrnla Butte County / 1 I MY Canm. Fgres Mayo 2MB My Commission Expires: Th/s anw far o119da/ notarial neral Notary Name: Notary Phone; Notary Registratlon Number: County of Principal Place of Business Received Time Nov. 26. 2008 12:06PM No. 7935 tti LV/ VV 10-1J Pt1A JJ0004U114 BTU; UUSlUMER SERVICE 0002 ' • PROPERTY INFORMATION 05116/2007 05/08/2007 27) Property: CA $348,500 FULL Ground Flr: APN: 058-680=045-000 Use: PASTURE Card#: Property Tax: $1,017.36 Total Value: $97,759 County: BUTTE, CA Tax Year: 2007 Delinq: Land Value: $97,759 Map Page: 1 st Mtg Lender. Tax Rate Area: 110003 Impry Value: Rooms: New Page: Exemptions: Taxable Val: $97,759 Census: Full/Half Bath: Assd Year. 2007 Subdiv: Ttl Baths/Fixt: Title Company: % Improved: Owner. TCHUDI STEPHEN N & SUSAN J Phone: Owner Vest: HW / / JT Mail: 3735 GIBRALTAR DR; RENO NV 89509-5684 C039 Patio Type: Other Last Sale Info = Owner Transfer = Date: Price: Doc#: Type: SITE INFORMATION SALE & FINANCE INFORMATION IMPROVEMENTS LAST SALE PRIOR SALE Bldg/Liv Area: Recording/Sale Date: 05116/2007 05/08/2007 Gross Area: Sale Price/Type: $348,500 FULL Ground Flr: Document #: 23524 Bsmnt Area: Deed Type: GRANT DEED $/SgFt: 1 st Mtg Amt/Type: Yrblt/Eff: 1st Mtg Rt/Type/Trm: / / # Stories: 1 st Mtg Lender. Rooms: Bedrooms: 2nd Mfg AmVType: Full/Half Bath: 2nd Mtg Rt/Type/Trm: / / Ttl Baths/Fixt: Title Company: MID -VALLEY TITLE 8 ESCROW Fireplace:Pool: Seller: THOMASSEN TRUST Porch Type:. New Construction: Patio Type: Other Last Sale Info = # Parcels: Type 2: Pend: Construct: SITE INFORMATION Foundation: # Res. Units: County Use: AG Acres: 40.37 Ext Wall: Roof Shape: # Comm Units: Zoning: Lot Area: 1,758,517 Roof Type: # Buildings: Flood Panel: Lot Width: Roof Matl: Bldg Class: Sewer Type: Lot Depth: Floor Type: Parking Sqft: Water Type: Usable Lot: Floor Cover: Park Spaces: Heat Type: Garage Cap#: Site Influence: Heat Fuel: Park Type: Amenities: Air Cond: Other Impvs: Quality: Condition: Legal 131k/Bldg: Style: Legal Lot/Unit: Equipment: Legal: NELSON BAR RD Other Rms: 0Weceived T i meo'Nov. 26. 2008 12:06PM No -7935 Page: Iof1 4 ILI J11 1 41.604c 2 l 31' 32 r T, az lootI 105J24c i I 69.S8Ac 4 9 51 8 32 5 1' 4 _ I� 75 R e Sr oa �' 1 82 O �• 56.21AC a 38 S? 499EtC d 60.01AC o _ • �; ' as ec 1 si P _ 3 •Inn 's mu I. ! 50 e a � a ` 54.7..TAC 45.59AC 85.57AC b. 11.81! 17 32 5 31 6 6 7 T.21 N. R.4E. M.D.B.&M. 16 �mv " • 1� / 46 '�, 47 2 `•.0 46 1111Ae mp0 (� 37 I.ca.s @y I7SIA j� P Too 4 49 90.07AC a�e.n L� ,�9 I'O 4J.19Ac '-'`••.• •' .'� / y �/3 71.09AC ,Inn 9 16 esru7e' assn ,'� Q- 1 mea 39 � e ssF 1$+70-2 10827Ac 20 • JJJ 1F0 I / / 'I16.OSAC SBE ISS -4-M-2 / � 18 200.64Ae ( I 6.w.R. I 26 61 BBAc 1 ; 1 /: ro ® D. 107 a K 40 A —47 8 117 7I8 L1'1 M rn Z �O 0 cam+ (U 0 0 CV ry 9 O Z a.7 ThIm map May o; may no; be a survey o! the f�rrsl � de,!iicted hereon. You should not rely 6'non i4 ;or ~ any purpose othor that; orientation to the gsneral -o location oo the parcel _!r parcels deplztsd. > BID/ELL TITLE E <<'vRDYd Co., eyp;ass! Y disclaims ary IiaM ` 1o; sflogee Ius or darn,:g.N vv Ich Man" resuit from on this reap. tl/ [ U/ UU 1J. 1L P[iA JJU004U (1.3 w 0 N4 LN Vr^ W bTEU UUSTUMER SERVICE Butte, CA . 4 rte& ,, C W V 0,51 C U 21s 1007.01 �..._ 823.95 q 1- ,- Received Time—Nov.26.-2008-12:06PM—No.7935 0007 - 058-680-045-000, Sheet: 1 of 1 !�9 INVOICE INVOICE DATE: 12/10/2008 SOLD TO: SERENITY HOMES' -2490BRUCE ROAD CHICO CA 95928 SHIP TO: Page 2 of 3 UQUKHObUS _BEND DIVISION MURRAY RD - BEND INDUSTRIAL PARK 14684 P.O. BOX 5579 -BEND, OR 97708 CUSt01116f Tchubi Home TERMS: NET DUE UPON RECEIPT Title to this home will remain with the manufacturer until paid in full. Past due accounts will be charged a 1 1/2% per month late payment penalty. . 50 Financed By: CASH •r Dealer PO: Commitment No ~ Order#: 14863 Order Date: 11/17/2008 Model#: 3067DF01 Serial#: 20761 Base Price $74,996 Width Feet: 30' Width Inches: 360 Length: 8048040000 Option# Description. Units Price CR353 .4:12 13' DECORATIVE DORMER Over UR EXT Door 1 $395.00 $395 CR371 2EA EYEBALL CAN LIGHT IPO STD NO CEILING LIGHT 2 $90.00 $180 SPI -5 Switched EXtfn6r �� �,��'1; receps BR2 & BR3 1 $000 $0 l�l'"H„��„'j�'���,'•tt ;;`�"^� � "``�y�krJ,',S�' � '� I+P''%:, a,i� ��! $���?..,al.�„ "r` Pe,`; 'i"�' �i'.��'��`'�a; :gr r.l"I'�'rr�tar"°...,,>.. ..r, 9� ''.�',M SPL6 Ship loos bottom course of lap siding ,Hold back OSB 2.5” above Rim 1 $0.00. $0 SPL6 CAUWI Rated L'xterior doors 1 $0.00 $0 SPL6 Solid Soffit IPO Std ,Additional Roof Venting, All windows to have 1 pane Blass tempered 1 $0.00 .. $0 SPL6 Oakridge Pro 30 Desert Tan Shingles 1 ' $610.00 $610 SPL6 p�Fiber Cement Lap Siding IPO Std re— p� pq 1 $2,400.00 $2,400 p V� ? 4 l Y'i'�"Ki 33 i'�i�'x_ p�C }ICiIC)nen� t, 'p .. t f j i. !C ,t,. �' ' i .a4 , _ I'{ u -ten, 1'- rF!M , I' I',,� �C �.1 ikst Y 1 t!� a i' . +yb� IY'4Y" '.I` t �., I": l�f;i •n Ua ,f+ + ,kv=1 9 h Z, 4?R;'i.�"m . 7 :,1 ' Y >y .%' .. i 1 111 1( .„��t �3 d ` + a t,� J.�. l un f�" '•'__ 7t SsPu" v�ir S u1 h l '�', 'ii ' t t r to .; .1!� I r i>AS .�.�" !lt!°, 1 - 1 ti�w: 1 kY" Y i nYfl kJ I W€L, .1. , t y ?�" l CA110 PANEL INSERT MAPLE W/MAPLE STILES IPO STD FIRST POINTE 1 $1,200.00 $1,200 K044 STAINLESS STEEL RANGE HOOD 1 $100.00 $100 K227 4 -CYCLE STAINLESS WP MODEL#GU2400XTPS IPO STD NO DISHWASHER 1 $550.00 $550 K256 ELECTRIC S/ST SELF CLEAN GLASS (GR448LXPS) IPO STD ELECTRIC RANGE MODEL#RF315PXPQ 1 $670.00 $670 K282 8" BRUSHED NICKEL PULL OUT FAUCET #KP81214 IPO STD S/L FAUCET 1 $80.00 $80 SPL7 STAINLESS STEEL SINK 1 $0.00 $0 SPL7 Disposal W/O With switch 1 $0.00 $0 SPL7 WP 25 cf Stainless Steel SXS IPO Std W/ice maker installed & plumbed 1 $111 r,750.00 $1,750 10 ,r,i"�"5'Pi rl k? ! '• Iih t �-& :J I.� 1'.. � , -kz �. i u, 'q ,rT " tCottnterlo sP�it° ' ltl � ' 'Gmw 4�& r j r t �U'�RYY !11 ''.l � 'i I i� 71i I d� m Iji i �y i u!, I} f P i tY1' n ri 4 (I, � I N i{I i I x I I t ALT ili T 'ri llu.t _.C2E• ''+•�i 4I u SI `�t fll 5 I SPL8 OMIT COUNTERTOP Laminate & re for Granite m� R P 1 $130 00) ($130) J ! BaCl !"'S,k�, ' i i "I¢ INNER "L,In .Itl 1 1 iN 5 .: }j .p �r k ^� �itMSl�.,��:.,i:�,l, 1�'6GtitP•�� � Z�.,: �n�'i�tl��,��t, ii IIB II �tl ,r � � i� IF 4� �� �t I �' �.1�, :��''n.�'��.��:�d��.''`+k� �:�I • �'1�1' �i'."tiN�.�' . �'reiL �1��,•��li ,� . p z Jf�'� ♦�� BA030 JET OVAL OR CORNER ISLAND TUB ONLY us L� 1 $850.00 IiIIMI !1 i .�'t. >?" $850 SPL9 60" Fiberglass Tub/Shower combo 1 $0.00 $0 SPI -9 48 Shower Island Tub /Zea Sinks & Window : ii: $0.00 0 00fpai,..?•::ii +'�- i, is rth;'r,O , QC?�1ai ''1f+'µ:I":Te'.1�Sjt�t1Ch;Og_1�+1•p5!�.�;d;ijt.'i.,,h'�1���lei�4J1 i�J" aii.{ ,rI4",''"��,.v,H'Ff[hjl ,k'�h"'1 �'%I� j ]Ui+ P�LT^ #`?'>>zJICl�•.°��!eCS', b,.�Synl 7�i..i �j,� .x.. "t'N:� ,. .�lU,#a, et1t"i''•�: ` �. 3�, � .!Ili":' } :. %Spi slyF tS.-i!91'+�11'!'ubn.'" La!M NO 41; wl�dklti,1},i�4tyi , ALT ALTERATIONS 1 $900.00 $900 SPL base price promo 1 ($15,746.00) ($15,746 SPL Over Width Extra Braking Axels 1 $300.00 $300 SPL Urbin Wildfire Package 1 $600.00 $600 , WA004 PROMO(Per Dave Stanbro) 1 ($1,600.00) ($1,600) WS001 MATERIAL SURCHARGE 2009 $0.95 $1,909 As evidenced by Hud Labels ORE 509249 ORE 509250 the manufacturer certifies to the best of his knowledge and belief that this manufactured home has been inspected in accordance with the requirements of the Department of Housing and Urban Development and is constructed in conformance with the Federal Manufactured Housing Construction and Safety Standards in effect on the date of manufacturer. SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE INVOICE INVOICE DATE: 12/10/2008 SOLD TO: SERENITY HOMES 2490BRUCE ROAD CHICO CA 95928 Page 3 of 3 Hobus • IVISION ID INDUSTRIAL PARK L__!114 -BE OR 97708 Customer Tchubi Home TERMS: NET DUE UPON RECEIPT Title to this home will remain with the manufacturer until paid in full. Past due accoun's will be charged a 1 1/2% per month late payment penalty. 50 Financed By: CASH SHIP TO: Dealer PO: Commitment No --------------------------------------------------- Order#: 14863 Order Date: 11/17/2008 Model#: 3067DF01 Serial#: 20761 Base Price: $74,996 -------------------------------------------------=------ Width Feet: 30' Width Inches: 360 Length: 8048040000 Option# Description ---------------------------- Units Price Option Total $3,692 Base Plus Options $78,688 Freight: $0 Invoice Total $78,688 Less Deposit $0 Balance Due $78,688 I As evidenced by Hud Labels ORE 509249 ORE 509250 the manufacturer certifies to the best of his knowledge and belief that this manufactured home has been inspected in accordance with the requirements of the Department of Housing and Urban Development and is constructed in conformance with the Federal Manufactured Housing Construction and Safety Standards in effect on the date of manufacturer. SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE MANUFACTURED BY: DELIVERED TO: BEND, OREGON 97701 FUQUA HOMES, INC. SERENITY HOMES 20495 MURRAY ROAD 2490 BRUCE ROAD CHICO CA 95928 Serial#: 20761 Model#: 3067DF01 Actual Size of Home WidthFeet: 30' Widthlnches: 360 Lenqth: 8048040000 BASE PRICE: $116,243.80 Option# Description 40 gal Electric water heater & electric furnace & 200AMP panel Omit Std floor moulding White 6 -panel interior doors W/ White waterfall moulding 6 -panel W/Deadbolt 6 -panel W/Deadbolt W/ BN lever lock Door handel Insulation Roof R40 Wall R21 Floor R33 / Energwise CARPET OPTION PRICING (OMIT CARPET) CARPET OPTION PRICING (PER SQ. YD.) OMIT PAD 20' Dormer W/small eyebrow Omit Std BR3 interior door & BR3/GR common Wall Add 3X5 to BR1 EW Freezer plug on UR /BR1 common Wall 2EA EYEBALL CAN LIGHT IPO STD NO CEILING LIGHT VENT DRYER THRU WALL OR FLOOR Stackable Washer & Dryer Hookups Add 3x1 transom Window over front door on GR SW Add 2ea 4x1 transome windows over Std on GR SW 4:12 13' DECORATIVE DORMER Over UR EXT Door 20' Shed Dormer IPO std on GR Sw 40AMP breaker 6-3 wire to Jbox 8 wire thermostate wire only THE ABOVE PRICE INCLUDES THE TOWBAR, WHEELS, WHEEL HUBS AND AXLES MANUFACTURED BY: BEND, OREGON 97701 FUQUA HOMES, INC. 20495 MURRAY ROAD Serial#: 20761 Model#: 3067DF01 Actual Size of Home DELIVERED TO: SERENITY HOMES 2490 BRUCE ROAD CHICO I CA 95928 WidthFeet: .30' Widthlnches: 360 Lenqth: 8048040000 BASE PRICE: $116,243.80 Option# Description Add Rafter Spaacing in LR 10" in Diameter SGD 6' IPO STD 4X5 48" Shower ,Island Tub,2ea Sinks & Window RELOCATE Std SGD from LR Sw to BR1 SW JET OVAL OR CORNER ISLAND TUB ONLY Ship loos bottom course of lap siding , Hold back OSB 2.5" above Rim CAUWI Rated Exterior doors Solid Soffit IPO Std , Additional Roof Venting, All windows to have 1 pane glass tempered Urbin Wildfire Package Over Width Extra Braking Axels Fire Sprinkler System CARBON MONOXIDE DETECTOR MATERIAL SURCHARGE Round sheetrock Corners W/T-Sills PHONE JACKS W/CATS WIRE TV JACKS WRG6 CABLE ALTERATIONS PROMO(Per Dave Stanbro) RELOCATE Std BR1 6x5 to LR SW THE ABOVE PRICE INCLUDES THE TOWBAR, WHEELS, WHEEL HUBS AND AXLES MANUFACTURED BY: DELIVERED TO: BEND, OREGON 97701 FUQUA HOMES, INC. SERENITY HOMES 20495 MURRAY ROAD 2490 BRUCE ROAD CHICO CA 95928 Serial#: 20761 Model#: 3067DF01 Actual Size of Home WidthFeet: 30' Widthlnches: 360 Lenqth: 8048040000 Option# Description BASE PRICE: -$116,243.80 Freight: $0 Option Total $5,721.90 Base Plus Options $121,965.70 THE ABOVE PRICE INCLUDES THE TOWBAR, WHEELS, WHEEL HUBS AND AXLES 09/30/08 09:50 FAX BTEC OROVILLE BTEC CUSTOMER SERVICE 'fig/30/08 09:37 FAX 5308990713 RRA -it) l 0% _ Q 002 Q 003 I i � Q•Tf',-.il- . I - I t ro :.I O • r ] QQ .r7C/• art' yt!....--_.... in the yc8t B On this...:f . � - day of.. - STAIE O /..iP ..-- ......... .............. • before me ss. COUNTY Or�xh.-.. • o Notary Public. Stade of. a duly coruroissioncd and sworn. Persunnlly appeur`d.................................. .... personally known to mo (or pro ro me on th basis of sntisfaclory evidence) 1a be r�.G..�.. I the person.4-.-.. whose name.. ontal _. .... subscribed to this i:unrument. and uckitowledged that ......Tlie. executed it. 1N WnWM W RSOF have hcccumo set my hen- and affi,�� my or1lciul xkl county 01 in the �A':kkK.a........................... on the date,SW Furth ubuvu in thla coniilce OFFICIAL 95AL RUTH E. ACKLEY NprAtty Pus= • CAtmonwA aunt: couNry ' Notary Public. State of 1 My commission expire-< Received Time Sep.30, 2008 9:46AM No.7685 r v 09/30/08 09:50 FAX • —BTEC CUSTOMER SERVICE j9/30/08 09:37 FAX 5308940713 BTEC OROVILLE — — z 0oz t �1 •; 1: .. �� 11 C:;; �'�� RECORDT D IN OFFICIAL FFI IA LRF QJD,A Of BUTTE COI ttECOROINO REQUESTED BY A I TiIE ,RE.(OI�IFS•r Or 1906 SEP 10 M 112 53 AND WHEN RECORDED MAII, TO ELEANOR M. BECKER -1 CLERK -RECORDER FEE! i.•.. 86-3027'7 Zumaque Ltd. p. G. Box 4003 Oroville, Ca 95965 SPACB ABOVE TRIS LINE FOR RECORDEWS, USE GRANA . FEED OS'8 — 3.3 -0 — vS 9 —D g September 1986 he undersigned grantors) declare(s): Docc►eentary transfer tax is S._:nQ-..... ( ) computed an tfrtl va)uo of ptoperry conveyed, OT ( ) computed on full valueless value of lions and cncuwbrances retminina at time of salt•- ( x ) Unincorporated area; ( ) City of .............: ........... . ( x ) Realty oat sold. FOR A VALUABLE CONSIDERATION, recei t of which is hereby acknowledged, K R014ALD MORGAN and DOROTHA P. MORGAN, husband and wife as joint' tenants hereby GRANTS in joint TENANCY to the TRUSTEE(S) K RONALD MORGAN and DOROZ'= P. n10RGAN of ZMAQUE: LTD. that property in ........ J3Pt-t :..................................................... County, Swic of ...� .e.. , described as: See attached Together with the ina mens, hereditaments, and. appurtenances thereunto belonging or appertain- ing, and the reversion and reversions, remainder and remainders, rents, issues, and profits thereof. To have and to hold the said premises, together with the appurtenances, unto the sai-! Gmntecs, as joint tenants, and not as tenants in common. In Witness Whereof the said Grwor(s), have....... executed this conveyance the day and year first above written. ZUMAQUE LTD., P_0 BOX 4003 OROVXLLE, CA 95965 Mail Tax Statements To ........... ..-•......................... Signed and Delivered In lite Presence of f UNIVERSAL TRUST fm MANAGEMENT. SERVICFS, LTD.. Received Time Sep.30. 2008 9:46AM No -7685 Dec. 3. 2008 INVUII;t INVOICE DATE-. 9/1/2008 SOLD TO: SERENITY HOMES 2490BRUCE ROAD CHICO CA 95928 SHIP TO: Yankee Hill Ca 95965 1:52PM SERENITY HOMES No.7961 P. 3/6 Page 1 of 4 HOMES BEND DIVISION MURRAY RD - BEND INDUSTRIAL PARK 14636 P.O. BOX 5579 -BEND, OR 97708 Customer )n b Dorthea Morgan TERMS: NET DUE UPON RECEIPT Title to thts home will remain with the manufacturer until paid In full, Past due• accounts will be charged a.t 112% per month late payment penalty. 49 Financed By: GE FINAIJCE Dealer PO; Commitment No 100368 �_._--_---------------------------------------- w Ordartt: 14624 Order Date: 6/1512008 Model6; 4486 Serlallf 20711N� Base Prins 558,431 — Width Feet 26, : ndth Inures: 8" Lenjtn: 624 624 b U 0 0 OptionN Description Units Price FC002 BLB. REBOUND CARPET PAD (PERSO. YD) 102 51.75 $199 RP008 CARPET OPTION PRICING (PER SQ. YD;) OMIT PAD 26 (41.00) (SU) RP008 CARPET OPT10N PRICING (PER SQ. YD.) OMIT PAD 14 (SI -00) ($14) RPM CARPE[ OPTION PRICING (OMIT CARPET) 20 (S5•00) (5100) KP009 CARPET OP'T'ION PRICING (OMIT CARPET► 20 (55.00) (5100) RP154 SHOWCASE IPO STD (PER YARD) 45 $13.60 5617 RM54 SHOWCASE IPO STD (PER YARD) 48 $13.60 $653 RP154 SHOWCASE IPO STD (PER YARD) 4 $13.60 $122 RP154 SHOWCASEIPOSTD ERYARD 0 $13.60$136 ED028 SLIDING GI.ASS DOOR TPO 2 EA 3 X S 1 5510.00 $510 ED028 SLIDING GLASS DOOR IPO 2 EA 3 X 5 1 $51D.00 5510 ED306 • SECURITY LOCK WTTH M TO ANY SLIDING GLASS DOOR 1 .$20.00 $7.0 ED310 OIL RUBBJID THUMB LATCH 1P0 STD 1 $145.00 $145 10026 BRUSHED NICKLE LEVER HANDLE & MINCES 7j0 $73.00 $460 SPL3 SPECIAL CONSTRUCTION/RELOCATE W/H 1 $50,00 450 SPL3 Ship loose 12es ftLU 1inRth afetal drip edges & 12 ea full length 1 5100.00 SIM SPL3 Ship loose Be4 full length of feaia boards I $100:00 5100 SPL3 SPECIAL CONSTRUCTION/STRt7Cm THRu LR/SOR 1 $3,310.00 $3,310 SPL3 SPECIAL CONSTRUCTION/RBLOCAXE Std ur I 5100,00 f300 SPL3 SPECIAL CONSTRUCiiON/STRETCH THICU BRI&BAl/EOR 1 41,655.00 $1,655 SPL3 SPECIAL CONSTRUCTION/oNfT BR3 STD 4X4 INTERIOR DOOR 1 (5200.00) (SM) SPIN SPECIAL CONSTROCiION/ ADD RAFTERSPACING/SOR 1 5250.00 5250 SPL3 SPECIAL OONSTRUCTION/ADD3XITRANSOMb/SOR 1 SI.9S.00 $155 SP13 SPECIAL CONS'TRVCTIONrelocate std dr 1 $50.00 $50 W150 RELOCATE O.W WINDOW OR INTERIOR OR EXTERIOR DOOR (BA). I (110-c) (540) W159 6X1 PICTURE IPO BLANK WAIL I 516S,00 $165 W159 0X1 PICTURE IPO BLANK WALL 1 $185.00 $185 W341 05 LOW E IPO STD BLANK WALL . 1 S478.W 78 0004 TY JACKS WRG6 CABLE2 kwmwm $50.00 SI00 0005 PHONE JACKS W/CA75 WIRE 2 550.00 S100 0014 HOSE BIBS -ANY LOCATION -2 M"DETAIL ON PLAN (EACH) 1 500.00 $60 11020 SOLIU 60' O "IBAD CABINETS NO CLOTHES BAR (UPGRADE OAK/MAPLE) I F A0.00 $240 0022 CARBON MONOXIDE DETECTOR 1 $55.00 SSS 0024 PLUMB ONLY FOR DEEP SINK UR (SPECIFY LOCATION) 1 $45.00 $45 U025 EXTERIOR GPI (ONE STO BY FRONT DOOR AND UR DOOR) 2 560.00 $120 As evkfenoed'by Hud Labels ORE 507388 ORE 507389 . the manufacturer certifies to the !leaf of his knowledge and belief that this manufactured home has been Inspected in occord-enoe with the requirements of the Department of Housing and Urban Development and is rmnetructed in conformance with the Federal Manufactured Housing Construction and Safety Standards In affect on the date of manufacturer, SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE DEALER DUPLICATE COPY Dec. 1 2008 1:52PM 14824 Order Date: 9/1612008 Modell; 4485 SoriaW 20711 - s INVOICE DATE: �-==�a=====___===��ra�-••-----�.cenc�======a==�aeer_r======�aenaaax-n===��acomo 9/1/2008 25' Width Inches: 8" Length 624 S24 0 0 0 0 SOLD TO: SERENITY HOMES eeeeaaa=aaa=�eP�==� 2490BRUCE ROAD Optionx CHICO • CA 95928 Units SERENITY HOMES No. ]961 P. 4/6 Page 2 of 4 BEND DIVISION ID - BEND INDUSTRIAL PARK BOX 5579 -BEND, OR 97708 Customer )n 8 Donhea Morgan TERMS: NET DUE UPON RECEIPT Titte to this home will remain with the manufacturer until paid in full. Pa91 due accounts win be charged a 1 1/2% per month late payment penalty. 49 Financed By; GE FINANCE SHIP TO; Yankee Hill Ca 95965 Dealer PO., Commitment No 100368 As evidenced by Hud Labels PZLL07388 ORE 507389 the manufacturer certifies to the best of his knowledge and belief that this manufactured home has been inspected In accordance with the requirements of the Department of Housing and Urban Development and Is constructed in conformance with the Federal Manufactured Housing Construction and Safety Standards In affect on the data of manufacturer. SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE DEALER DUPLICATE COPY Orders: 14824 Order Date: 9/1612008 Modell; 4485 SoriaW 20711 Base Price: ti68,431 eea►==aa=nRa�ae� �-==�a=====___===��ra�-••-----�.cenc�======a==�aeer_r======�aenaaax-n===��acomo Width, Feet 25' Width Inches: 8" Length 624 S24 0 0 0 0 eeeeaaa=aaa=�eP�==� ---- Optionx Description Units Price U026 INTERIOR 110V DUPLEX RECEPTACLE 1 $320.00 5320 U026 INTERIOR 11OV DUPLEX RECEPTACLE 2 $35.00 $70 U026 INTERIOR 11OV DMEEX RECEPTACLE 1 $35.00 S35 U026 /vent dryet vent thru UR SW 1 $30.00 $30 U028 INTERIOR 1117V RECEP'[ACLE IN FLOOR IMPM 1 100.00 5100 CROOX t =M113 DIMMER SWITCH (S1.iDE)IPOSTDLIGHT Sw1'[CHONLY* A CRO46 BLOCK AND WIRE ONLY PADDLE PAN (2 SWITCHES I FOR LIGHT dr i FOR FAN) 1 1 $40.00 $70.00 $40 $70 CRO46 BLOCK AND WIRE ONLY PADDLE FAN (2 SWTTCM I FOR LIGHT !& 1 FOR FAN) 1 $70.00 $70 CR05D OMIT FIRST POINTE DR CHANDELIBR, WIRE ONLY 1 ($20.00) ($2D) CR357 6:72 GARAGE REAUY DORMER 1 $8X5.00 5825 CR368 V CAN LIGHT IPO STD NO CElLING LIGHT 2 $90.00 5180 CR76a W CAN LtGFt7 IPO STD NO CE[UNG LIGHT 1 $400.00 k00 CR368 6" CAN LIGHT IP0 STD NO CEILING LIGHT 1 $400.00 $600 CR372 WIRE ONLY IPO STD NO CEILING LIGHT 2 $60.00 $120 SPLs SPECIAL CEILINGS AND (LOOPS/6;Uv 9FT FLAT CEILINGS 1 $5,130.00 55,130 SFLS SPECIAL ADD 2 sA PEN LIGF175IN eju I $1SS.0o $ISS SPLS Add 1 ea swlwheit210v. next.to $Iota door 1 $90.00 '590 SPLs SPECIAL CEILINGS AND ROOFS/SWITHCH RECEP ON 3 WAY 1 $105.00 $105 SFLS SPECIAL CEIUNCS ANDROOFS lose 3 ea Porch li is 1 $70.00 70 810004 FIBER CEMENT LAP SIDING IPO STD Anww 1 $2.210.00 MW $21210 0X019 SHINGLES Ower CORNING) OAKRIDGE PRO 30 IPO STD 8 1 $560.00 $560 CA001 LOAN PANELS ON BACK SIDE OF RIIFRIDGERATOR - 1 $100.00 $IOU CAMS RAISED PANEL, OAK W/OAK STILES I M-00 Ism CAO(16 42'OVERHEAD CABINETS 1P0 STD (PGR CABINET DOOR) REQUIRES 9' CEILINGS OR KIT. M CEN 7 $50.00 5350 CA020 ADJUSTABLE SHELVINGOH AREAS ONLY WERE POSSIBLE 1 $30.80 E30 CA021 LAZY SUSAN IN BASE CABINET (DESIGN ALLOWING) 1 $22200 5= K002 PLUMB FOR ICtMAKER RUN UNDER BASE SHELF OF CABS, NO HOLES DRILLED 1 $40.00 $40 K004 OMIT STANDARD 18.2 CP WHIRLPOOL FROST FREE RE HUDCERATOR 1 ($270.00) (5270) K024 MRS ONLY IN PANTRY -LEAVE OFENING 1 $50.00 $50 K027 OMT $TO RF315 PXPQ RANGE 1 (5200.00) (5200) K057 INSTALL DISPOSAL WMR SSPriC SYST51,41PO STD DISPOSAL 1 $255.00 $2SS K224 5 -CYCLE WHITE WP MODEL ODU915PWPO WO STD WHITE WP MODEiLSDU810SWPQ I $SS.00 $35 K274 BLACK APPLIANCE PER APPLICATION 1 $50.00 $50 K286 ORE S/L PULL-OUT FAUCET 4KPB124 IPO STD S/L• FAUCET 1 $85.00 SOS SPL7 KITCHEN SPECIAL Add O/H'9 to Kikhen 1 $140.00 $140 As evidenced by Hud Labels PZLL07388 ORE 507389 the manufacturer certifies to the best of his knowledge and belief that this manufactured home has been inspected In accordance with the requirements of the Department of Housing and Urban Development and Is constructed in conformance with the Federal Manufactured Housing Construction and Safety Standards In affect on the data of manufacturer. SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE DEALER DUPLICATE COPY Dec. 3. 2008 1:53PM INVOICE �__���_----__-�����..�___ �r�_�-- r_CaaT=af�.._3.7�T�:.CT __ ..__-------------- - --- �.�-M-7. -20711 --- INVOICE DATE: 9/1/2008 14824 Order Dete: 6115/2000 Model#: 4485 Sarwo SOLD TO: B.ae P& $56.131 SERENITY HOMES 249013RUCE ROAD CHICO CA 95928 SERENITY HOMES No, 7961 P. 5/6 H®s IVISION D INDUSTRIAL PARK BEND. OR 97708 Page 3 of 4 Customer 1n 6 Dorthea Morgan TERMS:, NET DUE UPON. RECEIPT Title to this home will remaln with the manufacturer until paid in full. Pest due accounts w10 be charged a 1 142% per month late payment penalty. 49 Financed By: GE FINANCE Yankee Hili Ca 95965 Dealer PO: Commitment No 100368 �__���_----__-�����..�___ �r�_�-- r_CaaT=af�.._3.7�T�:.CT __ ..__-------------- - --- �.�-M-7. -20711 --- __--�T�• _�_�___� Orden►: 14824 Order Dete: 6115/2000 Model#: 4485 Sarwo B.ae P& $56.131 ooaaaaa5==ccaarar.��—_=�a�ae=�==a= �cnea�=====a�a�eae=====��=�=========c�:aem�= -'____-_^•• Width Feet'. 24' Width 111CA02: e' Length: 624 $24 0 0 0 0 -"tee---------__= saa---�- ��----- — Option# Description Units Price SPL7 KITCHEN SPECIAL/ DBCO CAP MOULDING 1 550.00 $50 SPL7 KITCHEN SPSCIAL/4X41P0STD 1 $16S -M $165 SPL7 KITCHEN SPECIAL/PUCK. 115 1 $255.00 $255 SPL7 K1TC,HEN SPECIAL Rb1ACAT6 & REVISE 1 w 100.1m .$100 BA00S 48' SHOWER W/CORNER ISLAND TUB & 2 SINKS 1 St,550.00 SL550 BA008 6T TWO SEAT SHOWER IPOSTD TUB/SHOWER COMBO 1 5175,00 $175 BA361 ORB TOWEL BAR AND TISSUE HOLDER IPO STD 1 135.00 S35 BA361 ORB TOWEL BAR AND TISSUE HOLDER IPO STD 1 $35.00 535 BA366 60' ORB FRAMELESS SHOWER DOOR IPO 60' FRAMED DOOR 1 $375.00 $375 B.A368 4r ORS SHOWER DOOR IPO 48" FRAMED DOOR 1 ' $355.00 $355 BA370 V ORB DUAL HANDLE ARCHED FAUCET OLL4230-LP IPO STD 1 $130.00 .5130 DA370 V ORB DUAL HANDLE ARCHED FAUCET NLL4230-LP IPO S'I'D . 1 . $S5.00 $55 BA375 4' BRUSH NICKEL DUAL HANDLE W ARCH$ OL142304W-NK SINK FAUCET 1 SI50100 5150 CA028 LNRN CAOINBT OVER COMMODE 2 380.00 $160 SPL9 BATH SMC IAL/W/OUGHT 1 ($10.00) ($10) SPL9 SXTH SPECIAL/OMIT CLOSENT 1 ($85.00) (585) SP.L9 : BATH SPECIAL/W/O LIGHT 1 (510.00) (510) SPL9 RELOCATE COMMODE I'll II 1 50.00 $50 ALT ALTERATIONS - 1 5250.00 5250 ALT ,ALTERATIONS/addldoneltoxineeriAX Ike 1 SX250.00 82250 C057 SUP PLAN SIDE TO SIDE 1 130000 $300 SPL SPECIAL Omit laminate 1 ($130.00) ($130) SPL SPECIAL/CANLCJ1T5ON3WAY 1 $270.00 $270 .SPL SPECIAL/OMIT BUNDS/Add IIF2 & IdWhen I (365:00) (565) SPL SMCIAL/KEINPORCB ROOF ~SPECIAL/URBIN 1 $320.00 $320 —= SPL: �.. SPL W1L13 = 1 $600.00 5600 - - SPL - SFECI'ALJADD 2ND DOOR TO CLASBNT _ Add Ere "mal tteax $260.00 $260 aprbWen «itlt dell RRl _ [1 I SS.M.00' 55870.7 _ SPL . - - SPECIAL f 6F20 r , dlzuit 24OV -- - _ - __ _ L 1-1----5560.00 . - _._. %" SPL _ SPECIAL/4X5IP03X6 _ I 510.00 $to WSWI MATERIAL SURCHARGE 1318 WAS 5593 As evidenced by Hud Labels ORE 507388 QRE 507384 the manufacturer certiffos to the best of his knovAedge rend belief that this manufactured home has been inspected In a0cordance with the requirements of the Department of Housing and Urban Development and is constructed in conformance with the Federal Manufactured Housing Construction and Safety Standards in effect on the date of manufacturer. SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE DEALER DUPLICATE COPY Dec. 3...N08 1:53PM SERENITY HOMES No. 1961 P. 6/6 INVOICE ��• Page 4 of 4 INVOICE= DATE: y FUQUK HOMES S BEND DIVISION 9/1/2008 MURRAY RD - BEND INDUSTRIAL PARK 14636 &�, : P.O. BOX 5579:BEND: OR 97708 C.U81Ot11@f SOLO TO: m & Dorthes Morgan TERMS: NET DUE UPON RECEIPT Title to this home will SERENITY HOMES remain with the manufacturer until paid in full. Past due accounts 2490BRUCE ROAD will be charged a 1 1/2% per month late payment penalty. CHICO CA 95928 49 Financed By:. GE FINANCE AHIP—T-0. Yankee HUI Ce 95965 Dealer P0: Commitment No : 100368: Orderit; 14624 Order pate: 811MOOO Modellr: 4486 Serials: 20711 609e Pr1ce: f58,371 Width Feet 25' W ldth rnrhes: 6' Lerrpm: 624 624 0 0 0 0 -- ---------- ¢ee_=_== OptiOn# Description Unita Price Option Total $37.395 Base Plus Options $95,826 Freight: Invoice Total $95.826 Less Deposit s0 Balance Due $95.826 A6 evidenced by Hud Labels ORE 507386 ORE 507389 the manufacturer eartifre6 to the best of his knowledge and belief that. (his manufactured home has been inspected In accordance with the requirements of the. Department of Housing and Urban Development and is constructed in conformance with the Federal Manufactured Housing Construction and Safely Standards in effect on the date of manufacturer. SIGNATURE OF AUTHORIZED MANUFACTURER REPRESENTATIVE DEALER DUPLICATE COPY A v .v vv. vv aria I11"A; UKUVILLE 2001 002 19/30/u8 09:37 FAX 530.8940713• "\ BTEC CLTSTOz<fER SERVICE 'y �/ _ u.1 J1,9LF �j }•:.. �� 11 RECORDED IH OFFICIAL REC0R0A (IECOAOINO REQUESTEo BY �Of BUTTE COUNTY, CALIFOW4 A- AITHEREOUEVrof 1906 SEP 10 AK H, 53 •I ANO WHEN RECORDED MAn. To ELEANOR K DECKER CLERK -RECORDER FEE! ..... 30277 Zumaque Ltd. 0. Box 4003 ' 0roville. Ca 95965 SPAC13 ABOVE TRIS LINE FOR RECORDESt'S USE B GRANT DEE qq Sepptember 1986 'fhe undersigned grantors) declare(s): DocetrEma.y transfer tax is 3._:.4- ..... ( ) compu►ed on fUH value of property conveyed, or ( ) computed on full value less value of idem Arid encumbrances remaining a[ Gime of salt. ( x ) Unincorporated area. ( ) City of............................................................. ( x ) Realty not sold. FOR A VALUABLE CONSIDERATION, recei I of which is hereby acknowledged, K RONALD MORGAN and DOROTM P. MORGAN o husband and wife � as joint'tenants hereby GRANTS in join TENANCY to the TRUSTEE(S) K RONAZD XORGAN and DOROTitisA F. MORGAN ' of ZUNAQ(rZ LTD. that property in,-. ..................................................... County, Suit or ... rr�.E.... described as; See attached Together with Lire trnacaw s, hereditaments, and appurtenances thereunto belonging or appertain- ing, and the reversion and reversions, remainder and remainders, rents, issues, and profits thereof. .To have and to hold the said premises, together with the appurtenances, unto the sni! Omnlees, as joint tenants, and not as tenants in. common. In Witness Whereof the said Granmr(s), have_ .... executed this conveyance Ih© day and year first above written. ZUNIAQUE LTD., P.O. BOX 4003 OROVXLLEr CA 95965 Mail Tax Statements To ........................................... ............... Signed and Delivered in the Preser►ce of ' UNIVERSAL TRUST 6, MANAGE161ENT SERVICES, LTD.. Received Time Sep.30. 2008 9:46AM No.1685 UO/Juiud UU:5u FAA BTEC OROVILLE X002 --� —–,— BTEC CUSTOMER SERVICE • �j 0 03 09/30/08 09.37 FAX 5308990713 4 v m N Q t I I ___.l_-l.�e .1. da -of...... +'•'' c' ............. in the year STATE OF On this Y ..... `:� d ���� before me COUNTY Or 89. xh,... OF..h .��f !i57s............ uNotary Public, state of.(SQ Aq- duly corura=ioncd and swum. Pam -11Y appear`d................................ paaooally known to me (or pro to sna on tb his of snlisfaclory evidence) at be dte person.�... whose name.. _ C_r. subscribed to this irultmment, and ueknowiedged 111111 ...... 7rhr. ....exccvwd it. IN WnNESS W R$OF) have hereunto set my hand and a[fi�al my 0011 ul >Lul In the . 0�fl�ca ><��.....................I.......--................... county t+l ......-... :k�kse.t.............................. on the date set lurlh above is thla call OFFICIAL SI RUTH E. ACKLEY Ila Burte aauNrV _ N, foe..w l.p.... Ap.B 1I. 1901 Nntery Public, State of c ��• My commission expire,; Received Time Sep. 30. 2008 ' 9:46AM No. 1685 t ti,a,r 06-30277 Page 2 of 3. DESCRIPTION All that certain real property sit -oats in the.County of Butte, State of California. described as follows, PARCEL TWO A portion of the Northwest quarter of Section 10, Township 22 North, Range 4 Ea.st9 M. D. B. & M., described as follows: Parcel Two as described and set forth in the Parcel Map which was filed in the office of the Recorder of Butte CnuntYo California in Book 86 of Maps at. page ?6 and ??, filed November 19, 1981. TO RESERVE AND TOGETHER WITH a non-exclusive easement for road and public utility purposes over a strip of land 60_00feet in width, lying 30.00 feet an each side of the following described road centerline, including a 50.00 foot radius cul-de-sac at the Southerly terminus of said road centerline and also including 20.00 foot return curves on the exterior easement lines at said cul-de-sac and at Hoffman Road: BEGINNING at the North quarter corner of Section 10, being as described on that certain Record of Survey Plop for the Thermalito Irrigation District, which map was filed in the office of the Recorder of Butte Qounty, California in Book .69 of Naps at page 33; thence North 0 52' 0411 west for 30.00 feet to the Northeast corner of that certain parcel of land described in deed -to Joseph F. Vielbig, Jr. et ux. recorded in Book 1344 of the Official Recorder of Butte County, California at page 1831 thence following along the Northerly boundary line of said Vielbig parcel and along the centerline of Hoffman Road South 89' 01' 0?1 West for 173.74 feet to the Northwest corner of -said Vielbig parcel; thence following alonthe Westerly boundary line of said Vielbig parcel, South 0' 52' 0g " East for 30,00 feet to a point located in the Southerly boundary line of said Hoffman Road, said point being the true point of beginning for the centerline herein described; thence from said true point of beginnin , South 0° 52° 04" East along said Westerly boundary line for 611.64 feet to the beginning of a tangent 110.85 foot radius curve to the right; thence following along the are of said curve through a central angle of 38° 05' 3 " for an are distance of 73.70 feet; thence leaving the arc of said ourve along a radial line North 52' 46' 30" West for 20.00 feet to the end of said described centerline. TOGETHER WITH a non-exclusive easement for road purposes and .public utility purposes over a strip of land 60 feet in width. lying Northerly from and contipkuous to the line beginning at the line beginning at a point on the West line of said Parcel One as described in the Parcel Map recorded above, Ub-30277 Page 3 of 3 WJ 005 which point is South 1' 49' 23" West 30 feet from the Northwest corner of said above described parcel One;thence from less said point of beginning South 76, 450 30" East 14039 feet the North line of said Section 10; thence along said line South 89' 54' East 512,00 feet more or less to the North quarter cornea of said Section 10; thence continuing along the North line of said Section loo Soutii 89' 54' East; 720.00 feet; thence North 11' 32° East along the South line of the property conveyed to L. S. Schager et ux, by deed dated July 8, 1955 recorded July 12, 1955 a distance of 147.00 feet thence continuing along said South line, North 56' 18, East 774000 feet, South 68' 284 East 445.,54 feet to the Northwest corner of that certain property described in Deed to F. S. M&rshallo dated October 307 1942• recorded December 3, 1942 book 305 Official Records page 4.73; thence along the northerly line -of said F. S.. Marshall property, Easterly to the East line of said Section 3 said point being 381°50 feet Northerly of the Southeast corner thereof. END oF.DocuME11i 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 www.buttecounty.net/dds �iITT� COUNTY FEB 0 6 2009 PLAN CHANGE ❑ RECHECK 0 Owner's Name: �Z/ )lam (I 4M / 40 ' AP#: 6,5'X',3 30 - aS 9 BP#:!�!— fZ(/J % Received By: Date: Time: Contact Person & Phone Number: S2 PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice — Inspector's Name: LyfResponse to Plan Check Letter — Plans Examiner's Name: aa= *Submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Mail to ❑ Call ❑ Deliver with Next Inspection ( for 8 1/2X 11 only) and hold for pick-up. Minimum. revised plan check fee to be collected at time of submission of revision, :plans examiner will determine if additional plass checking fees are needed: ❑ Minimum $118.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 1/08 February 6, 2009 Butte County Building Division 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Carl Re: Plan Check Response #2 Owner: Morgan garage Location: 13135 Pine Point Lane Streamline Job No.: 853 { To Whom It May Concern: BUTTE COUNTY FEB 0620 DEVELOPMENT 3ERWIM F Div ilo1 Per this letter it is okay to change the room identification from "Sunroom" To "Covered Porch". It is also okay to remove the exterior door (s) from this room. 1' Please contact me if you have any questions at 530-892-1100. Sincerely ,� Jeff Richelieu, PE President Streamline Engineering, Inc. Page 1 of 2 60 Independence Cir., Ste. 201 • Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 P A Feb 03 09 09:20p STREAMLINE ENGINEERING January 29, 2009 Butte County Building Division 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Carl Re: Plan Check Response #1 Owner: Morgan garage Location: 13135 Pine Point Lane Strea=Hne Job No.: 853 To Whom It May Concern: 530-892-1115 p.1 APPROVED We have reviewed the truss calculations and structural calculations for the drag truss located at line 'B'. The plans subraitted to the County are okay as is with no changes. Conventional roof nailing into the truss will be adequate to transfer the shear. We have included the truss design showing the inclusion of -the- 1.3 lap drag truss. It is the same truss provided with the original design, so no revised plans are required. Please contact me if you have any questions at 530-892-1100. .Sincerely, Jeff Richelieu, PE President Streamline Engineering, Inc. Page l of 2 60 Independence Cir., Ste. 201 • Chico, CA 95973 • .(5304 892.-1100 ' Fax: 892_1115 Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: kew 3� � U/ZC�/�7J -730 Home Manufacturer: Manufacture Year: e% e Model Number Name: if E4 -1011F- z,Q,�-j'y�/,� Width: �� (ft.) Length •3(ft.) FOOTINGS: Wood - pressure treated or foundation grade[VKC her. IOi�G/ZN'G jjtilJrt�� � SUPPORTS: Concrete block [ ] Other- 62�=t� Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SING WIDE.�`�� S% J Line 1 ----------- Line 2 Line 1 ----------- f�T"32�'n, G, Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers: Spacing maximum: From ends maximum: Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Section 1 Section 2 Section 3 [ l X /r`"j] I to [ l X [ Zy] 3Z to Q 72 A/e,7 MULTI -WIDE ----------------------- Line 1 Line 2 Line 3 Line 2 Line 4 (triple wide only) Line 2 Snow Load: psf Snow Load requirements may be obtained at hftp://www.upstate7ca.com/butte/butte — county/ Insert AP #, view snow load in lower right corner. Line 1 Openings: Minimum size pier: V,/),] X Required at each side of openings over ' e�,-) 'I wide. 2y )(2-q 24 y 71 Eyn,fr -ts - 10 moo' .Peeti 2 yV'2Y 0 I RIM -----�IfflAn F 6891 'ON -Mr' '71-11067- ff 'dac-awll 0 0 A I a 0 9 V =FU(JUA HDMES INC. t3END,OREGON DIVISION I CSN- 44ti5DR—'4U ARLTNGT❑N, TEXAS COLUMN SUPPORT REQUIREMENTS APPRovAL: MODEL. 4485DR x{20711 HOMEOWNER: MORGAN HO ROOF LIVE LOAD: 40. RETAILER: SERENITY HOMES ROOF DEAD LOAD: 10 BY: TC DOYLE DATE: 8-13-08 LENGTH: 54'-8" WIDTH: 25'--8" o I Cl i o = - i'A'-HALF N r I aD K� • #5 #4 J I #32 A N F E D C G a o N 'B' -HALF ti °I I APPROVED COL. # DOWNWARD LOAD (LBS) COL. # DOWNWARD LOAD (LBS) COL # DOWNWARD LOAD (LBS) 1 7432 3 3636 5 5828 2 7325 4 6684 FOOTING OR PAD .SIZE MUST BE DETERMINED BY DIVIDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL BEARING CAPACITY = ^9'588 SSF, DOWNWARD LOAD = 3200 LBS. 3200 LBS Ivo FO_ SIZE = PSF - 2.13 SQ. FT. , 'L �i4�. ►t i • ■ TRANSFER LOADING ■ INSTALL MIN. 4000# RATED PIERS AT 32" O.C. BELOW MARRIAGE LINE WALLS.. SEE SET UP MANUAL FOR FOOTING REQUIREMENTS. START PIERS IN 16` ON ENDS 0 r I 0 I a t0 O to 1 I SOIL LOADING A PAD SIZE INFORMATION REVISE PER SALES LETTER 9-05-02 SGI 9-25-03 13 DATE FUQUA HOMES REVISED SERVXES LOCATIONS BCH 2-19-03 MOM RUE 9-2"9 ACNJ NOTES 4 dt 8 BCH I-28-03�44 C /OUN ADD PORCH OIN6 SGJ OR -29-02 SGLL ] t1r.t'-G- 'A'—HALF HfTCH END '8'—HALF DASHED LINES ARE THE CENTER LINE OF THE `I -BEAM` S/N #20711 HOMEOWNER: MORGAN RETAILER; SERENITY HOMES BY: TC DOYLE DATE: 8-13-08 FUQUA HOMES INC. t 9 lk 4) PERIMETER OR MSMENT FOUNDATION PORCH AREA TO + w ----------------------------- ----------------------------------------- cDaR UNE TVP. T -Bum ■ o T Ld M ' rn PREVENT MOISTURE FROM COLLECUNG cV - Q w CEMER UNE TYPE I -BEAM ----------------------- NOTES; .0 _ _ ,� 3 ------------------------------_ O LNX _---_, 61DRR{40E--- — -____-----•------- --------------3 11 SCE TYPICAL iOUNDAIJON LAYOUT _-------------_—_-- fn -------------------------- ----- ---------------------- COM—UNE IYP.—'i-BCAM LAH �/ IS EOR THE•�rrlE S) OJF L v O C4 N MILL GROW jND ONLY. TH LL FOUNDATION I cV r ori ASTHE E T BY AS MUCH AS 2'f, DUE TO AWRRYdE ,&2) ET FOR SUPPORT REOAREMENTS AT CENTER UNE TYP. T -BEAM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------- THC M APRIAGE UNE. REFER TO SiTLP MW&& FCR -----------------------------F N SIDING AND TRIM. SOIL LOADING A PAD SIZE INFORMATION REVISE PER SALES LETTER 9-05-02 SGI 9-25-03 13 DATE FUQUA HOMES REVISED SERVXES LOCATIONS BCH 2-19-03 MOM RUE 9-2"9 ACNJ NOTES 4 dt 8 BCH I-28-03�44 C /OUN ADD PORCH OIN6 SGJ OR -29-02 SGLL ] t1r.t'-G- 'A'—HALF HfTCH END '8'—HALF DASHED LINES ARE THE CENTER LINE OF THE `I -BEAM` S/N #20711 HOMEOWNER: MORGAN RETAILER; SERENITY HOMES BY: TC DOYLE DATE: 8-13-08 FUQUA HOMES INC. TffAL FOUNDATION LAYOUT wD. 4485DR-9 4) PERIMETER OR MSMENT FOUNDATION PORCH AREA TO + w U LS WST GO AROUND O d Ld M PREVENT MOISTURE FROM COLLECUNG e - Q w UNDER THE HOME. (SEE SETUP NOTES; .0 _ _ ,� 3 O INF'OR)AATION FOR DETAILS.) --------------3 11 SCE TYPICAL iOUNDAIJON LAYOUT I IS EOR THE•�rrlE S) OJF L ECT FCB SPEC0IC INFORMATION C4 N MILL GROW jND ONLY. TH LL FOUNDATION ABOUT RECOMMENDED FOUNDATION SEE COLUMN SUPPORT RMARETAENf ASTHE E T BY AS MUCH AS 2'f, DUE TO AWRRYdE ,&2) ET FOR SUPPORT REOAREMENTS AT UNE EXPANSC& THIS DOESNi TNCIUDC THC M APRIAGE UNE. REFER TO SiTLP MW&& FCR SIDING AND TRIM. SOIL LOADING A PAD SIZE INFORMATION REVISE PER SALES LETTER 9-05-02 SGI 9-25-03 13 DATE FUQUA HOMES REVISED SERVXES LOCATIONS BCH 2-19-03 MOM RUE 9-2"9 ACNJ NOTES 4 dt 8 BCH I-28-03�44 C /OUN ADD PORCH OIN6 SGJ OR -29-02 SGLL ] t1r.t'-G- 'A'—HALF HfTCH END '8'—HALF DASHED LINES ARE THE CENTER LINE OF THE `I -BEAM` S/N #20711 HOMEOWNER: MORGAN RETAILER; SERENITY HOMES BY: TC DOYLE DATE: 8-13-08 FUQUA HOMES INC. TffAL FOUNDATION LAYOUT wD. 4485DR-9 REV. SHEET J I1: 1 'll 11 �• r (��i�f��� i • II : I-1• J rl IRw1►i . ►w: X111 Imi 111 /�n� � A , , �ftFi^GI��•^I �' �! , RA 611 1 �• I FM I 1 ■��w6 fir\ + HE ■i ■■/I J IS No t iR■ ■■■■'J►L7■■I -- � E■m■■E■■=MI i■■■■■■■■■■■I • I • �� ■■■■■ NMI -11111 mom■■■■ ���,,�r ,. 9 MI ON mom NMI ■■■■■■ III ■■■■■/NMI STATE OF CAMFO HO STNG AG AmOld SChVICslrzElleon2r Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 1800 Third Street, Room, 260, P.O. Box 1407 Sacramento, CA 95812-1407 From TDD Phones 1 (800) 735-2929 (9 16) 445-9471 FAX (916) 327-4712 wwwhcd ca.gov September 1, 2008 NOTICE OF EMERGENCY ACTION SUBJECT: MANUFACTURED HOME, MOBILEHOME, MULTIFAMILY MANUFACTURED HOME AND COMMERCIAL MODULAR IGNITION RESISTANT CONSTRUCTION SYSTEM REGULATIONS The Department of Housing and Community Development's (HCD) proposed emergency regulations that affect the exterior design, construction, installation and alteration of any new or used manufactured home, multifamily manufactured home or commercial modular or used mobilehome designated for installation in Wildland Urban Interface Fire Areas in California has been approved by the Office of Administrative Law (OAL) and is effective beginning September 1, 2008. The emergency regulations .are adopted into California Code of Regulations, Title 25, Chapter 3, Subchapter 2, and adopt by reference portions of the California Code of Regulations, Title 24, California Building Code, Part 2, Chapter 7A. The emergency regulations have been filed with the Secretary of State, making the emergency regulations effective for one hundred and eighty (180) days. Within this 180 -day effective period of September 1, 2008 through February 27, 2009, HCD is proceeding with a regular rulemaking action, including a public comment period. The emergency regulations will remain in effect during this rulemaking action. You may review the new regulatory language on HCD's website at the following address: http://www.hcd.ca.gov/codes/mhp/ under the heading Wildland Urban Interface (WUI) Emergency Regulations. If you have any questions regarding this proposed emergency action please contact Richard Weinert at (916) 445-3338, § 1337. Support Inspection. At the time of inspection, the install4on of the-MH=unit on its support system shall be complete and the area under the MH -unit shall be accessible for inspection. (a) Skirting shall not be installed until all underfloor installations have been approved by the enforcement . agency. (b) Masonry walls shall not be installed until all underfloor installations have been approved by the enforcement agency, unless the installation of the masonry wall is required to provide perimeter support to the MH -unit. NOTE: Authority cited: Section 18300, Health and Safety Code. Reference: Section 18613, Health and Safety Code. 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 www.buttecounty.net/dds www.butte4eneralplan.net ADMINISTRATION * BUILDING * PLANNING Skirting for Manufactured/Mobile Homes in a State Responsibility Area Notes: 1. These are acceptable options where there is no perimeter masonry foundation. 2. Siding must be supported a minimum of 6" above finish grade, except when concrete slab (option 3) is used. 3. Siding must be a product approved by the California State Fire Marshall and installed according to the manufacturer's listing. Approved products may be viewed at: httD://www. osfm.fire.ca.aov/strucfireengineer/pdf/bml/wuiproducts. pdf OPTION 1 OPTION 2 MANUFACTURED HOME � 1•ID.NI tJ EL oft- 2;c4 � L- J GI% o e. Itoon _ • . 1 � . gu �1IG N , LFA I,J l bl: +--I ��I tet; ads coNTl�JtJOLI �a�flsJ�i MANUFACTURED HOME 5 rJl �C� • 2�.g�i ���IJ Gja�r p��-. ooP o e- . 11 d II 2x2'A �N G�pE R��JaSrJ Grade Away From Manufactured Home to a Distance of 5 Feet Minimum (Typical all Options) 51QI�JG. 1q OPTION 3' 1_�2" HILI MANUFACTURED HOME I' 2�GLJ0001 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 www.buttecounty.netldds FACE OF FOOTING TOP OF SLOPE FACE OF STRUCTURE TOE OF Fila BUT NEED NOT Fi SLOPE EXCEED 40 FT. (12 192 mm) MAX 1 92BUT NEED NOT EXCEED 15 FT. (4572 mml MAX. BUILDING CLEARANCE FROM ASCENDING SLOPES 1 (IF RETAINING IF/ WALL) / STEEPER THAN1ToI TOE FOR PURPOSES OF FIGURE 18-1-1 FOOTING SETBACK FROM DESCENDING SLOPE SURFACE STEEPER / THAN 1 TO 1 j L- -j / l i REQUIRED SETBACK 1 FOR PURPOSES OF FIGURE 18-1-1 POOL SETBACK EQUAL TO PORTIONS OF POOL WITHIN 7 FT. ONE-HALF BUILDING FOOTING 7 FT. (2134 mm)/ (2134 mm) SHALL BE CAPABLE OF SETBACK DISTANCE AS REQUIRED SUPPORTING WATER WITHOUT BY FIGURE 18-1-1 SOIL SUPPORT FOR SLOPES STEEPER THAN 3 TO 1 SLOPED BUILDING SITE'S 1-15-06 STRUCTURE SETBACKS 3 CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL r WIL®LAN® URBAN INTERFACE (WU0 P RU ®U CTS Published by CAL -FIRE FIRE ENGINEERING DIVISION Revised 08/15/08 ittp / osfm.fire_caygov st ucflree net��b I u , roducts.plf Starting January 2008, the new 2007 California Building Code (CBC) becomes effective. For products to be used In the Wlldland Urban Interface (WUI), there are some regulations that required building products to comply with specific standards. In an effort to provide the home owners, Industries, designers, local fire and building officials a readily list of "compliance WUI products", the State Fire Marshal Is publishing this "WUI Products Handbook". All products published in this handbook have been reviewed and verified their compliance In accordance with the new 2007 CBC by SFM staff. Only products submitted to the SFM and in compliance will be published. It should be noted that products are not In this handbook may still comply with the standards. It is not a requirement for any products to be In this handbook. This handbook will be categorized Into 4 main sections: 1. Exterior Wall Siding and Sheathing (SFM Standard l 2.7A-1) 2. ExteriorWindows (SFM Standard 12-7A-2) 3. Under Eave (SFM Standard 12-7A-3) 4. Decking (SFM Standard 12.7A-4) The handbook may contain other products that are not listed above. The SFM reserves the right to remove any products In this handbook for cause. The local Authority Having Jurisdiction (AHJ) has the right to approved or dis- approved products for used within their respective Jurisdiction. Our approvals are based upon technical data submitted by applicants. The CSFM Fire Engineering staff reviews test results and/or other data, but does not make' an Independent verification of any claims. All products shall be constructed in accordance with all applicable codes and ordinances. Refer to the appropriate AW for details. i 9 r Building Standards and Materials for Building Code Chapter 7A, 2007 California Building Code The California Building Commission adopted the Wiidland-Urban Interface (WUI) codes in late 2005. The majority of the new requirements lake effect in 2008. These new codes include provisions for ignition resistant construction standards in the wildland urban Interface. The updated fire hazard severity zones will be used by building officials to determine appropriate construction materials for now buildings In the liidiand urban with natural interface. The updated zones will also be used by property sale. it Is likely that thd fire severity zones will be used by local govehazards disclosure requirements at time rnment as they update the safely element ofd general plans. The new building standard for the Fire Hazard Severity Zones will be enforced by the Building Official as projects go through the plan checking process. To best assist them in determining If a product meals the code requirements, the Stale Fire Marshal's Building Materials Listing program (BML) Program is accepting applications for materials for listing or for the review of meeting the standards. These materials will be posted on the SFM BML website at: h tlEILL�.fi.Ce_53,g9Yf}t t c egngjpeeJJ��lflltiTll/S1Lfl�LdlLcts.liej_f and the Wiidland Urban Interface Building Codes page of the Wlldland Hazards and Building Codes at: 1,t�llLYh'Y✓.1fiC�.c�9ovLflLe,.Ri4Y�l1S1?�1LCii�l1LS�C.B71S.C2o_YY.IL�rirLs:o es .lit? The SFM listing service provides building authorities, architectural and engineering communities, contractors, and the fire service with a reliable and readily available source of Information. Since the materials under Wiidland Urban Interface Building Codes (except roof wood shakes and shingles) are not required by law to be listed by the SFM, the listings for these products are strictly voluntary. Materials not listed by the SFM may still qualify for use provided they mel all the requirements under Chapter 7A. If not listed on the SFM site, all documentation and testing certificates. showing compliance must be submitted to the building official having jurisdiction for final approval, For product li ling Information please contact: Ben Ho, Chief. Fire Engineering Division 1131 S Street, Sacramento, CA 95811 (916) 445- 8312 ben ho a(7fire.ca.aov Information regarding the listing application, regulations and publications etc. can be downloaded at: r onninPerlslrucfireenoineer bml.PhP hn rrosf iii v Ilost fire capov/slrvcflreenalneer/pdf/bmInislinCIAPPI1Ca11on.Pdf ( "p /losfm fire ca nov/sirucrireenorneer�dhttp7f/bml/t-19.oMCI f hdp Hosf mr fi-_ __ cloy structireenn1 eer/odf/bml/Cateq OrVbm.Pdf htig //os m.fire.ca.gov/strucfireen sneer df/lab/a oravedleslintllabs.gdf For n to Wild land Hazards and Wiidland Urban Interface regulations and Chapter 7A Please contact_ Ethan Foote, Assistant Chief WUI Regulations Unit 1131 S Street, Sacramento, CA 958111 (916)445-8200 eihan foote0Dfire Aa.eoV Information regarding all Wldland Urban Interface issues can be downloaded at: http:/lwww.fire.ca.gov/fire_preventioii/flre_prevention wildland codes.php All SFM WUI standards can be downloaded at the followlnn ranks: i Testing Standards CA SFM 12.7A-1, Exterior Wail Siding and Sheathing hllp:/Nrww.ree,ca.g9vrire_prevention/downloads/Part_12CH SFM_12.7A-1 Tesl_Siandards.pdf Y Testing Standards CA SFM 12.7A-1, Exterior Windows hltp:IAwm.ire.ca.gov/Bre_prevention/downloadsrPart_12_CA SFI0_12.7A•2 Tesl_Standards.pol Y Testing Standards CA SFM 12.7A-1, Under Eaves hllp:/Nrvnv.lire.ca.gov/fire_prevenlivn/downloadsiPait_12_CA-SFM_ 12.7A -J 1'esl_Slandards.pdf b- Testing Standards CA SFM 1.2.7A-1, Decking htlp:lAwm.ire.ce.goviT,re_prevenlimt/downloads/Pad_12_Ck SFM_12.7A-4 Tesl Slaudards.pdf 2007 California Building Code CHAPTER 7A MATERIALS AND CONSTRUCTION OMETHODS FOR EXTERIOR WILDFIRE SECTION 701A SCOPE, PURPOSE AND APPUCA770M ni(mcrion of newt builder ings locatedlies fwlWin a Mldiend-Uri nuilding majorfals. stems and or assemblies used In us extorter Interfa a Fire Area as defined In Section 702Aosign and ocilanottife and :reasing meseDlfa. l yaolua bundlnphloce eis d berIs (a ojlpblishmlntmttm standards for any Fin Hazard Severity Zen@ %I111ln State 1ResponslDlg(y s o� any ildiand-Urban Interface Fire Area fo reslif the Intruslon of flame ar burning embers pro/ectad by a vcgee(Ion fire and �nfffOul94 (o a syslemadc reduction In conflagration losses. ifA.7. Application. Now buildings located In any Fire Hazard Severity Zone wffhln state Responsibility Areas or any frb Interface f, designated shed comply enforcing ffkl gOnc lior Ions an application for a building partnfl is rDrnfed orader December 704A.1— Reefing 704A.2 — AMC Ventilation 7IA.J.1 Alternator formsfrlafs, design, tesla, andmethods of construction. The enforcing egencyls pemd(led to odlfy the pmvislcns of this chapter for site-spedfic condillons In accordance wf(h Appendix Chapter 1, Section Ise. to. 4'on required by the enforcing agency for fha purposes of granting modifications, a fire projection plan shag be submitted accordance with the Ce/ffamle FW Code, Chapter 47. OfA.J.2 New Buildings located In Any Fire Hazard Severity Zone. Newbulldings located in any Fire Hazard overfly Zone stint/ comply will' one Of Ills /allowing: . State Responsibility Areas. New buildings /cooled In any Fire Hazard Severity Zeno within Stale Responsibility rest, for witch an application for a building permit Is submitted on or after January 1, 2000, shall comply Will OR oclions of this chaplet. Local Agency Very -High Fire Hazard Severity Zone. New buildings located In any Locel Agency Very -High Fire 'azard Severity Zone far which an application for a budding permit Is submitted on or afler July 1, 1006, shed comply 0 all sections offhls chapter. . Wildlend•Urban Interface Fin Area designated by the enforcing agency. Newbufidings locbfodin any Nldfand•Urban Interface Fire Area designated by the enforcing agency for which an application for a building perms Is ubmfffed on or offer January 1, 2006, shall comply with all sections of lhis chapter. OIA.J.2.11nspac(lon and cortfacatlon. Buildingpemtfl appllcaf/ons and final omplaflon approvals forbuddings wifhln the caps and application offhls chapter shag comply win'the following: 0 fA.J.2.2 the Iecol bu0ding ofaclal shall, prforto construction, provide the ownerorappdcanf a cerffflestoon thet Iho build/ng s proposed to be built complies wiill ed applicable stole and local bufldbig standards, btdud(ng !hose for materials and onsaucflon mafliods for wildfire exposure as descfbodln (his Chapter. de (he stills rel specdonnreportrhoo(demonstratesdie budding was consouclo(dlnfIompanlcewffh an spplicablodstole andlocalunding landards, including (hose car malarial$ and construction methods for wildnro exposure as described M this Chapter. ll be in compliance %atiu prescribed (n Csfl (a busdihopennfinal0l"al the property Pubfc R tomos Code4291 and Celi/amlaaGovernment Code Sec ion 51102.n detvancefequiemen(s SECTION 702A • DEFINITIONS For the purposes of this chap(er, certain terns aro donned below. CDF DIRECTOR means (lie Director stole Cerlfomle Department or Foreshy and Fire Pfo(ecllon. FIRE PROTECTION PLAN Is a document prepared fore speclric pm/ect or development proposed for a Wifdland.Urban Interface Fire Area. It describes ways (o minimize andmlllgafe potential for loss Dom wildfire exposure. The Fire Pm(eellOn Plan than be In aeeordanca wflh this chapter and (he Califonila Fire Code, Chapter 41. Whonrequired by ilia enforclllg agency for (lie purposes of granting modifications, a fire projection plan shall be.submined. Ontyloca/ly adopted ordinances that have been filed with the Califomia Budging Standards Commission orthe Department at Housing and Commnt(y Development In accorfonce W(h Secllon 101.0 shall opPly. FIRE HAZARD SEVERITY ZONES are geographical areas dazfgitoted pursualnf (o Cenlomla Public Resources Codes Sections 4201 through 4204 and closs(ded as Very High, High, or Moderate In State Responsibility Areas or as Local Agency Very High FNB Hazard Severity Zones designated pursuant to California Government Code` Seclions 51175 fhmugh 51160. See California Fire Code Article 06. 7710 Caliromfe Coda of Regulaflons, Tlfle 14, Secllon f260 enfilles the maps offhese geographical areas as *maps aline Fire Hazard Severity Zones In the State Responsibility Area of Caflfomla.' IGNITION.RESISTANTMATERIAL is any predud which, when tested in accordance w MASTM E84 fora petbdof 701rh ms, she0hona a game spread strict over 25 end shown evidence ofprOg'esslve combustion. In addition, the name grant shaft nal pvgass mac elan toy, feet (J200 mr0 beyond Via onhrfne of file In"w of any tine during (he fes(. Materials shanpost Ila aaaleralad waalholing fast and be lden(Ifiod as Exserfortypo, In acordarce with ASTM D2895 and ASTM 07201. NI molerfalt shall boar ldon0ficanan showing ilia fire pertormanco rofing thereof. That Idonfificotion Manes issued by ICC-ESACBO ES v a testing facility recognized by the Stale Fire, Marshal having a service for Inspection of materials at rhe factory. Fife-Retardant-Traefed Wbod ornonombusbDle matedols as definedin secilon 202 thafl s8N$tyfhs Infonf offhls sadion. The enforcDfg agonoymayuso o(herdefimllons oNgM!onresls(onf matedafllaf mnocf wgdfire exposure fo building maleffals ender their materials performance In resisting Ignition. LOCAL AGENCY VERY HIGH FIRE HAZARD SEVERITY ZONE moons an area designated by a focal agency upon the recomto Government Code Sections 6 11 77fc), Is net a stole resp nsibility(area andwhenwhere ocal agency, (city, county, city and county, or district Is responsible 1170 and S I 16 t espon ible forr tiireprozoclion. STATE RESPONSIBIUTYAREA means lands Ilia( are classified by Ills Board of forestry pursuant to Public Resources Code Section 4125 whore the financlal responslbfilly otprevenfing and suppressing forest Ores Is primarily fie responsibdlty of file state. WILDFIAE Is any ncontralle d fire spreading through vegetative fuels mat (limafens (o destroy life, property, orresources as defined In Public Resources Code Sections 4107 and 4104. bMLDFIRE EXPOSURE eing proleefed by vegetas one are tion n tare to a sbination tructure and Its rillisal, Convective hoot, Immediate environment.tllroe(namo aortaet end burning embers - WILDLAND-URBAN INTERFACE FIRE AREA Is a geographical area Identified by the Sfafe as a -FDe Hazard Severily Zono'm accordance wflh the public Resources Code Sections 4201 through 4204 and Government Code Sections 51175 066other ns entand t from os. Sae 5cclian 7Afortheapplicablereerenced designatedby (he Govemm(Code andthe Public Resources Code. m b o LL5d o c G a �' o CW$$ Oppm IR G pP�b Eye m G•- F my n`Q 9!NEC a=ss G �C t „ M`u °i �S b5 E� c O go e�•v =� cm �+ c `04 pp m hed W en o a-$„ �c� om �y+7 L?mo O VE m?yti NH bcE E rtom' cQ StO z 7E �lO G E > > Eao 3=5 EpW w'o a �£ p. Fes- j 4 Nil -t O cmh-Ec -m o o- O me n` o0 2 �c eo�¢f on= OC C 2.= Q -m�y "` ac8o • � 'J y° ° b o� W � m C m Pa O b m p ?, � Z' 2 w w5'soL°ac o �.E ul �a ¢ $-Eva �°�SE Wrc ^ ^ u ._.d J`� w m m ct m C m C y u L b ^ 3 � i0 � z e� .E q •i w q o m " i' m O a= e a o f m E u n a c s E_ a Zme�� c O S y b mU bo O mj au �Gi� a C. C � ya Dm GC �mm bEa =gym c r ti � E a m� of c� mam mt� of 3qE cmc o oc a �_ m mn M E <^e u^� d te m o _r n ¢ n n u ¢ V E F m ^ ^ u 1Nildland Urban Interface (WUI) Products Exterior Wall Siding and Sheathing (SFM Standard 12.7A-1) npany Name: APA -THE ENGINEERED WOOD ASSOCIATION 7011 South 191" Street, Tacoma, WA 98466 edges, nominal ict Description: "APA 3030" plywood siding with shiplap 119/32" thick and grooves spaced 4" on center, manufactured with of all ir and centerrwith Hemlock or DouglasDouglas cFcross x8'k panel. OOD npany Name: 71G1ESteetDwOoom , WAASSOCIATION 011 south19198466 uct Description: "APA 3030" plywood siding with reverse -board and batten, nominal 19/32" thick and shiplap edges, grooves spaced 12" on center, manufactured with face, back aelnd center of lof Hemlock or Douglas Fir veneers and cross ply Douglas, 4'x8' panel. Dmpany Name: BARRIER TECHNOLOGY CORP. North, Watkins, MN 55389 duct Description: 510 41" Street Blazeguard0 sheathing with Pyrotile bonded to Y:' COX 3/8", 15/32-, Y=", 5/8" or %" thickness, panel size plywood, 4' x 8', oinpany Name: NOLOGY CORP. t iNorthh, Watkins, MN 55389 " duct Description: 5BARRIER0 Street Blazeguard0 sheathing with P3 roodl; X32 ed to 711 strand board (OSB), / oriented thickness, panel size 4'0. BODYGUARD WOOD d ' :ompany Name: 5485 NW Osprey CeRODoUCT OR 97229 Number 9Inches and educt Description: Bodyg' preservative ardP utreateddpine, minimum 3/4x6c"-sidlng pattern 795, 795 loose knots, installed Product Description: dimension, with no through holes or strand board (OSB) with a.7/16" minimum over oriented thickness. Forhorizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS OR 97229 Product Description: 5485 NW osprey Nos. 371 Bodyguard' ' RAB Smooth Face R/S" batik siding treated pine, minimum 1x6 inches and 372, preservative dimension, with no through holes or loose knots, installed with minimum board oal6" over oriented strand 1 n (059) 01 y - thickness. F� * Company Name: BODYGUARD WOOD PRODUCTS722 Place, Portland, OR 9eServative Product Description: 5485 NW Osprey treated pine., Bodyguard0 2 lap siding Nos. 430, p dimension, with no through holes or minimum 1 x6 Inches loose knots. Installed over oriented strand board (OSB) with installation only. a 7/16" minimum thickness. Forhorizontal BODYGUARD WOOD PRODUCTS *Company Name: 5485 NW Osprey Place, Portland, OR 97229 Nos. 432 and 433, preservative Product Description: Bodyguard' 3 lap siding treated pine, minimum 1x8 Inches dimension, with no over oriented strand through holes or loose knots, installed with a 7/1 6" minimum thickness. For horizonsal board (OSB) Installation o� *Company Name: 0DYGUARD PRODUCTS Portland. OR 97229 ce0 Place, 5485 NW osprey ve cove Product Description: Bodyguard° treated pine, minimum9 x8 Inches dimension, with no over oriented strap through holes or loose knots, Installed (OSB) With a 7/1 G" minimum thickness. For horizontal board I ctal MLq[�rth'. *Company Name: CEDAR VALLEY MANUFACTURING 943 San Felipe Road, Hollister, CA95023 Product Description: Cedar Valley FTX ure sidinTreat' g pngl r du t, We ternCedared I Course Red Cledar - Panel, 7-1 /8" exposure strand lboard (058) with a 7/16-gralin heartwood eminiminstailed over orieed um thicknessnt� horizontal Installation oniv *Company Name: CEDAR VALLEY MANUFACTURING to 943 San Felipe Road, Hollister, CA95023 ding dar Valley "Callfornla Stack" 1 -Course Cedar Shingle Sl Panel, 4 %" or greater exposure, Western Red Cedar vert hical t Description: Ce grain heartwood shingle applied over fiberglass matte to a quare cut plywood backer, Installed o ver oriented strand doard (OSB) with a 7/16" minimum thickness. tpany Name: CERTAINTEED CORPORATION 803 Belden Road, Jack son, MI 49203 merit, Cedar, Dutch type " Smooth, Select ct Description: "Weatherboards"' lap Cedar, Smooth BeadTextured Bead, , Lap", 5/16" thick, 5 ''/e" to 12" width, 12' length. ON ,npany Name: nt. type 803TBeIIdenERoad Jackson, MI 49203 uct Description: "Weatherboards'"" shapes siding, fiber ce efed Edge, Half "Perfectlon Shingle, Random Square wld9h, 48" length. Rounds, Octagons, 5/16" thick, D CORPORATION rmPanY Name' CER803TBelden ERoad, Jackson. MI 49203 type "Stucco, luct Description: "Weatherboards'"" vertical siding, fiber -cement, YP Cedar 8"Groove, Cedar (no groove), Smooth, Octagons, 5/16" thick, 4'" width, 8, 9 or 10' length. ompany Name: COLLIN PRODUCTSLLC Rlamath Falls, OR 97601 shlplap siding, 6410 HighwauWoodw Sturdy duct Description: y 6" Panel vertical over 5/8" Type X gypsum wallboard. Product *Company Name: IInstalled .ompany Name: JAMES HARDIE BUILDING PRODUCTS, INC. Fontana, CA 92337 Product 10901 Elm Avenue, "Artisan'" lap siding, fiber cement, 5/8" thick. )duct Description: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm A ^enue,'Fdontaning.flbeAc 2337irnent, 5/16" thick. product Descrlptlon: HARDIE NG DC Company Naine:10906 Elm AVenuleFontanalA 2337 fiber•cement, 5/16" thick. oduct Description: "Cempiank'" lap siding, BL *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana. A 9C 337 5/16" thick. Description: "Cempanel'" vertical siding, Product *Company Name: JAMES HARDIE BUILDING PRODUCTS, ,A 337C Description: 10901 Elm Avenue, I/ 4" thick. "HardleShingle panel, flber•c erne lap siding, fiber cement, 1/4" (hick. Product "Hardie5hingle'"'" *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm A ^enue,'Fdontaning.flbeAc 2337irnent, 5/16" thick. product Descrlptlon: "HardlePiank lap "HardiePanel'"" vertical siding, flber•cernent, 5/16" thick. *Company Name: LOUISIANA-PACIFIC Nashville, TN 37219 414 Union Street, Suite 2000, sidin oriented or Product Description: strrand baclk•bonee3/8" thick, appliedover standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 panel siding, Product Descrlptlooriented strand back-bonethick. te 7/16° r p . *Company Name: LOUISIANA-PACIFIC et 414 Union Street, Suite 2000, Nashville, TN 37219 ng Product Description: LP 5mprocess fiber back-bone,1 /2"iesthrcl<xapplled ove�l5/B"WYPe X standard gypsum wallboard. *Company Name, LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 panel siding, wet Product Description: "LP SmartSidem Fountatio nS, rries" exterior p process fiber back -bone, / *Company Name: ROSEBURG FOREST PRODUCTS97 - e, APA P.O. Box 1088, Roseburg, square edg Product Description: "Breckenridge" Siding, 19/32" thick, plain sq iz )mpany Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 duct Description: Shakertownm Craftman" 1 -Course Cedar Shingle Panel, 4.1 /2", 7' and 14" exposure siding product, Western Red Cedar vertical -grain heartwood shingle. Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontaI Installation only. *Company Name: Various Manufacturers Product Description: Solid "Wood" slding with no through oles orientd or loosestrankboard ts. Installed over structural plywood (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSI or Voluntary Product Standard P52, with the following interlocking designs when Installed. in accordance with industrial technical guide. Refer to manufacturer's Installations for details. 1. Ton ue & Groove Shi la Lo Cabin: When applied in a horizontal orientation with minimum nominal 6" wide and nominal I" thick board made of wood species "Redwood", "Western Red Cedar 'Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir", and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 150 (Class C) when tested in accordance with ASTM E84. 2. Rabbeted Bevel: When applied in a horizontal orientation with minimum nominal 6" wide and nominal 1 " thick boards made of a wood species "Redwood", "Western Red Cedar", 'Incense Cedar', "Port Orford Cedar", "Alaska yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. 3. Board a_ nd Batten: When applied In a vertical orientation with minimum nominal 8" wide and nominal I" thick boards, and minimum nominal 4" wide and nominal I -iia thick battens, with boards Installed with a gap not more than %", with battens fastened to the wood frame with not less than 3" long fasteners at a schedule not more than 24" on center, and boards and battens made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar.", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class 8) when tested in accordance with ASTM E84. All nominal board sizes shall comply -with the applicable provisions of American Softwood Lumber Standard PS 20. Edge and end glued siding is permitted to be used Interchangeably with solid sawn members. siding, Installed over 5/32" CDX plywood sheathing. certified 1pany Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 , groove ils thick, ct Description: 9 53/8 " groove dep shlplap APA certified ding, ooveawidlth installed over 15/32" CDX plywood sheathing. npany Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 act Description: rooves acing, "DuraTemp" siding, 15/32" thick, 4 ply, 8" g P width, lap edge, APA certified siding, Installed 3/8" groove over 15/32" CDX plywood sheathing. mpany Name: WHISPER CREEK LOG HOMES 997 West 950 North, Suite 100, Centerville, UT 84014 "sllces" uct Description: "Whisper Creek Log" siding, nominal %: round cut log, mechanically fastened to 7/16" oriented from softwood strand board sheathing and supported on nominal 2" x 6" measured approximately 9' lumber framing. The log sections wide, 3" to 4" at the radius, with a nominal 1" gap between sectlons. Foamed polyethylene backer rod filled the gap between log sections, providing support to a minimum W thick application of UL listed 5a5hco Sealant, Inc. chinking material. nnpany Name: WINDSOR MILL . 7950 Redwood Drive X14, Cotatl, CA 94931 luct Description: WlndsorONE" 8025 w 1212 preservative treated radiate solid pine wood siding, 1x6, IxB, and 1x10 v -rustic shiplap siding pattern, with no through holes or loose knots, strand board (05B) with a 7/16" Installed over oriented minimum thickness, )=oL"Horizonta�° Installation only. )mpany Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 duct Description: Shakertownm Craftman" 1 -Course Cedar Shingle Panel, 4.1 /2", 7' and 14" exposure siding product, Western Red Cedar vertical -grain heartwood shingle. Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontaI Installation only. *Company Name: Various Manufacturers Product Description: Solid "Wood" slding with no through oles orientd or loosestrankboard ts. Installed over structural plywood (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSI or Voluntary Product Standard P52, with the following interlocking designs when Installed. in accordance with industrial technical guide. Refer to manufacturer's Installations for details. 1. Ton ue & Groove Shi la Lo Cabin: When applied in a horizontal orientation with minimum nominal 6" wide and nominal I" thick board made of wood species "Redwood", "Western Red Cedar 'Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir", and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 150 (Class C) when tested in accordance with ASTM E84. 2. Rabbeted Bevel: When applied in a horizontal orientation with minimum nominal 6" wide and nominal 1 " thick boards made of a wood species "Redwood", "Western Red Cedar", 'Incense Cedar', "Port Orford Cedar", "Alaska yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. 3. Board a_ nd Batten: When applied In a vertical orientation with minimum nominal 8" wide and nominal I" thick boards, and minimum nominal 4" wide and nominal I -iia thick battens, with boards Installed with a gap not more than %", with battens fastened to the wood frame with not less than 3" long fasteners at a schedule not more than 24" on center, and boards and battens made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar.", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class 8) when tested in accordance with ASTM E84. All nominal board sizes shall comply -with the applicable provisions of American Softwood Lumber Standard PS 20. Edge and end glued siding is permitted to be used Interchangeably with solid sawn members. ce r solid wood The recommended Inegarding butt alnd overlapping ng Jointssiding : In wall construction reg staggered a minimum of butt Joints between pieces should be Stagg Nall Joints 1 2" and all butt Joints should be flush with no gap. Into the studs or blocking memberr shallbers. One ail beat each used forossing with the wood frame support nominal 6" siding and 2 nails for nominal 8" or wider siding. Exterior Windows NoneSStandard 12-7A-2) Under Eave (SFM Standard 12.7A-3) Company Name: BARRIER TECHNOLO Wa �Olns, MN 55389 510 41" Stremet North, with Pyrotlle bonded to %" CDX oduct Descriptlon: plywood,r3 8". sheathing Y�" 5/8" or'/" thickness, panel size plywood, / 4'x8'. Company Name: BARRIER TECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 bonded to 7/16" , i oduct Description : Blazeguardm sheathing with Pyrotile board (OSB), 3/8", 15/32", Y�", 5/8" or'/." Test Protocol oriented strand thickness, panel size 4'x8'. Company Name: JAMES HARDIE BUILDING PRODUCTS, INC 10901 Elm Avenue, Fontana, CA 92337 3/16" thick and 7roduct Description: "CemSoffit"" un -vented, fiber -cement soffit, . Y"" thiclt. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 soffit, 3/16" thick Product Descriptlon: "Ha'dle`offl`°" un -vented, fiber -cement YV Product Description: Decl(ing (SFM Standard 12.7A-4) *Company Name: ELK COMPOSITE BUILDING PRODUCTS, INC. *Company Name: EverGra"ln" composite 1 2 7A•4, Part A only, Accelerated weathering. 704A.4.1.1 (3) (b)) Test Protocol Flame Spread 1'5 OCompany Name: ' 9806 Lachman Road, Le o Ite deck board, 1" thicl(x 5.5" Product Description: 'widths(nominal 1R"x 6mP weathering. Test Protocol 12.7A-4, Part A only, Accelerated Flame Spread Class B *Company Name: PRODUCTS, INC., A TAMKO COMPANY *Company Name: EPOCH COMPOSITE 223 South KK Highway, Lamar, MO 64759 deck board, 15/16" thick 5.5" width Product Descriptlon: "EverGraln" composite 12.7A•4, Part A only, Accelerated weathering. 704A.4.1.1 (3) (b)) Test Protocol Flame Spread Class C (Refer to Exception of Product Description: PRODUCTS, INC., A TAMI(O COMPANY . *Company Name: EPOCH COMPOSITE 223 South KI( Highway, Lamar, MO 647596 „ thiclt x 5.5" width deck board, I. 7/ Product Description: EverGra"ln" composite 1 2 7A•4, Part A only, Accelerated weathering. 704A.4.1.1 (3) (b)) Test Protocol Flame Spread Class C (Refer to Exception of *Company Name: FIBER COMPOSITES, LLC Newn.N 181 Random Drive. x75 1/8" width. Product Description: " oslte bodod, thick "Fiberoncomp 1 2.7A-4, Part A only, Accelerated weathering. Test Protocol Flame Spread Class B OCompany Name: ' FIBER COMPOSITES; LLC NC 28127 1 81 Random Drive, New London, deck board, 1" thiclt x 5 Product Description: WB° her stT"' Meridian" composite A 12 -7A-4. Part A only, Accelerated weathering, Test Protocol Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC l 181 Random Drive, I" thick 5 1/8"width. Product Description: compos deck boards "Portico" comp Part A only, Accelerated weathering. Test Protocol Flame Spread 1 2.7A-4, Class B *Company Name: FIBER COMPOSITES, LLC 1 B1 Random Drive, New London, NC 28127 deck board, 1" thick x S Product Description: "WeatherSest' Selma" composite 16 1/2" width. 'otocol 12-7A-4, Part A only, Accelerated weathering. Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) ipany Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 ct Description: "Veranda" Part composite only, Accelerated ated weathering. 1 /8" width. rotocol Spread Class B ipany Name: TREX COMPANY, INC. 245 Capitol Avenue, Winchester, VA 22601 ct Description: "Trex Accents: Fire Defense" wood and polyethylene composite deck board, nominal 5/4" thick x 5.1 /2" width, nominal density of 0.036 Ib/In'. )rotocol 12.7A-4, Part A only, Accelerated weathering. t Spread Class B npany Name: Various Manufacturers Redwood", "Western Red Cedar ,cc Description: Solid "Wood" decking: " "Incense Cedar", "Port Orford Cedar", and "Alaska Yellow Cedar". Sizes: Minimum nominal 2" thickness (American Softwood Lumber Standard PS 20). Lumber grades: Construction Common and better grades for Redwood, 3 Common and better grades for Cedars, and Commercial decking or better grades for both Redwood and Cedars. Special instructlons: solid wood decking shall be Installed over 2"x6"solld "Doug Fir" or better Joists spacing 24" or less on center. ception of 704A.4.1.1 (3) (b)) e Spread Class C (Refer to Ex tion-Resistant Materials (ASTM E134 for 30 Min. with Accelerated tthering Test) mpany Name: BARRIER TECHNOLOGY CORP. 510 4'" Street NorthWatkins, MN 55389 luct Descrlptlon:. BlazeguardP sheathing with Pyrotile bonded to Y:" COX ti to *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured impregnated treated lumbers (Douglas Fir, Southern Yellow Redwood). (CSFMListi gNo. 2520.171ed Cedar, 01:100estern ) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824. Product Descrlptlon:. eated plywood "EXTERIOR las Micro -Lam Douglas FirSouthpressured impregnated ern Yellow Pine, Pine, Spruce oMaster Planlo (CSFM Listing No. 258uthern Ylow Pine, Mi�ro-Lam prn Yellow 1701:101) Wood Shakes and Shingles Roofing Materials (1-16C 15-2) W plywood, 3/8", 15/32", Y:", 5/8" or'/",thickness, panel size 4'x8'. *Company Name: 5R4E StreetNorth, Watkins, ih,ki 100ins, MN 55389 Pyrotile Product Description: Blazeguard'D sheathing with �:"�5/8" or oriented strand board (OSB), 3/8",15/32", thickness, panel size 4'x8'. OCompany Name: CHEMCO INC. Ferndale, WA 98248 4191 Grandview Road (P.O. Box 875), "Thermex-FR" fire -retardant -treated lumber. Product Description: Type "FRX" and are Douglas Fir, Southern Yellow Pine, western Red Products Cedar, White Spruce and Western Hemlock pressure impregnated with "FRX" and "Thermex•FR " fire 'retardant chemical. •*Company. Name: CHEMCO INC. Ferndale, WA 98248 4191 Grandview Road (P.O. Box 875), "Thermex-FR" firrettrd ntplywoodplywood. Product Description: Type "FRX" and The plywood is Structural I grade, are pressure Impregnated complying with PSI. Products with "FRX" and "Thermex-FR " fire retardant chemical. to *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured impregnated treated lumbers (Douglas Fir, Southern Yellow Redwood). (CSFMListi gNo. 2520.171ed Cedar, 01:100estern ) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824. Product Descrlptlon:. eated plywood "EXTERIOR las Micro -Lam Douglas FirSouthpressured impregnated ern Yellow Pine, Pine, Spruce oMaster Planlo (CSFM Listing No. 258uthern Ylow Pine, Mi�ro-Lam prn Yellow 1701:101) Wood Shakes and Shingles Roofing Materials (1-16C 15-2) W r PERMIT NO. PERMIT EXPIRES OWNER K_ R Mnrgan owner CON T R. LOCATION (A.P. 58-33-24 End of pri.dr.,app.1000'S.of Hoffman Rd., �R app.6/10 mi.W.of Concow Rd. i� U, I .fi 'y 4" r' st y� l (5 Q •1 Temp. Power Pole Called PG&E Temp. Elea Serv. s Called PG&E Temp. Gas Called JOB FINALED PLUMBING Footings Footina ELECTRICAL Masonry Walls Thro Rough 'Z Reinf. Steel Final — — Fixtures Bond Beam FIRE SPRINKLERS Motors Stucco COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Subpanels BUILDING BUILDING (Cont'd) Grd. Fault Prot. Setback Heating Firewal Soil Piping_ Forms Temp. Pole Parapets 1st Floor Main Bldg. Int Restroom Finish 2nd Flooi A-pVtootings Final Windows 3rd Floor Stemwal 1 r Siding — iP Z To out 1 Slab — t-0 Roof Sheathing - Water PI in iers Roofing Sewer Gara a Fdn. Vents Fixtures Footin s StemwaII Garage Vents Insulation �� Water Htr. Heaters Slab Carport Footings r physically �` handicae Conformancdde of ex. structure Appliances Temp. Gas Slab Final Sanitation Patio f FIREPLACE Final PLUMBING Footings Footina ELECTRICAL Masonry Walls Thro Rough 'Z Reinf. Steel Final — — Fixtures Bond Beam FIRE SPRINKLERS Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service pr =! Brown Cooling Temp. Pole Finish Ducts Under round — Int Ventilation Permanent Door Closer I Final Final r-3 APE MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping °MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS Y (NOTE: An entry must be made on this form each time you visit the job site.) BUILDINCvdR PROP ERT Y/ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector � Date �/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE LDING OR A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector rDate RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CQNFORMANCE WITH C RRENT ENERGY CON ERVATION REGULATIONS (location) BU ILD ING PERMIT NO. 0 - X it pgpj A. P. NO. is 1713 ".2– z/ THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED.PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge 0 Single Glazed [) Fdn. Walls 0 Special (Insulated) .2 2 - Floors Floors f7,3c CERT. & LABELED WDS. Walls //,/l0 & SLIDING DRS. Ceiling/Roof G,°6' WEATHERSTRIPPED DRS. "2– Ducts Atlfi I BACK DAMPERED FANS Circulating Pipes JV1,t INTERMITTENT IGNITION� DEVICES APPROVED HEATER Wc,I CERT. APPLIANCES APPROVED WTR. HTR. a 4 w/le�'Iez &.de 1W I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name /Z (plea a rint) Signature of .- Insulation Applicator Stat Contractors ' License No. General Contractor/Owner Name Signature of (please print General Contractor/Owner �'�i- —Date tate Contractors License No. THIS CERT IF ICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. CtR OF CONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREB Y CERTIFIES that the products identified below and on attached sheets Nos. 1 of i are marked with the collective mark of the American Institute of Timber Construction (AITC) and are manufactured in accordance with the manufacturing and fabricating provisions of Chapter 25 of the Unifom Building.Code as modified by ICBG 3327-80. and that such manufacture has,been at our plant in Santa R,osa,..CA I which plant has a quality control system approved by the Inspection Bureau of the American Institute of Timber Construction and inspected periodically by such Bureau. The undersigned manufacturer further certifies that the work has been done in accordance with the applicable job specifications. one (1) lowination 0.41 specific ,gravity, top or compression face and. Two (2) laminations 0.41 specific gravity, bottom or -tension face. JOB NAME: Payless' 7379 JOB LOCATION: c/o Payless Yd., 2600 Norte Daae Bpplvd.# Chieo, CA CUSTOMER'S ORDER NO. 7979 DATE 6/5/vLFGR'S ORDER NO. 3R-29607_IG-1 Glulams per contract ackuowledgewent dated 6/5/81. 24F/155 psi SIGNATURE r ��"' _je r-1 -. r r� COMPANY STAMARD STRUCTUM, 'NCO TITLE Quality Control Dir ADDRESS p!0o' Boa K DATE 7/15/81 A/TC HEREBY CERT/FIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said code and report(s), that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of the undersigned,, said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Conformance with the said code and report(s) in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCE AITC Certificate No. E 19337 Signed for ERICAN INSTITUTE OF TIMBER CONSTRUCTION Paul R. Beattie Jack Minneci 'xecutive Vice President irector, Inspection Bureau © 1980 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PE IT 7 County Center Drive - Oroville, California -95965 —Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSO$PA R C J.MBER JG 8 ,/✓7� j✓3( ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION O /Y�M36 AI LING AD WC P�I/V / `�• "v` •`"" `� /V_`' �D CONTRACTOR'S NAME AWA16f ITELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace �pQQ� v0 CONSTRUCTION LENDER IN UNKNOWN Total Valuation Filing Fee $ 10.00 LENDER'S MAILING ADDRE S Permit Fee 1 r$ ,,5'O -l-/5-, 00 $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee BUILDI`g' oDD>7R3 P/' C— too/ • /. ' n , /� /V IV / L!`ylV PLUMBING PERMIT Fill Fee 10.00 9 Each Trap 2.00 g, 00 Repair drainage or vent piping 5.00 '/ eil vl xcl_�s Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New Addition Remodels❑Uilities stallation❑ Other Describe work: '- ���/ 44 / rmit Fee $ 29, 0v Contractor ELECTRICAL PERMIT Filing Fee 10.00 01 OR LES Main service 100 AMP ORS SLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.81 OR ADDNS. ACC. BLDGS. / 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- ation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR '.OU LET 2,50 ea NON-RESID BRANCH CIRC TS NEW CONSTR (POWER APPARATUS D1 NON-RESID. SINGLE OUTLET CIR. I Ex. Occup OUTLETS OR FIXTURES BAL@j IXED APPLNS. OR Ex. Occup.(OUT LETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W,. C. provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabiliti s, dgments, costs, and expenses which may in any way accrue against ty i equence of the granting of this permit. Date �— (1- -e`" Signature of Applicant — wnerX Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ I Sa OCCUP. GROUP TYPE OF CONST. I PARCEL PD MD ssuE Thislikermit is hereby issued under SIC f the Butte County Code and/or work ndicated ove for which I CTOR OF PUBLIC PERMIT EXPIRES Date X the applicable provi- resolutions to do fees have been paid. WORKS Date ��� "' Receipt No. �/5J2-- WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT, OF PUBLIC WORKS/ PERMIT NO. w 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 Z APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ,,578 _` `3 3 �- 7.4 ZONING /d -Z BUILDING PERMIT OWNER Pt IP o its TELEPHONE 2,9 -80 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING DRESS G�Osfy CONTRACIOWSMAME ® w �t !�- TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS -- Permit Fee $ ARCHITECT OR ENGINEERLICENSE Ae5la j- NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ � BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 d p GS -e O k Each Trap 2.00 Repair drainage or vent piping 5.00 ©� • Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF [9 Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Inst lation❑ Other [G} Describe work: Zad ✓` a'Of leW E �• P � /z- ? Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS tOO AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.B) OR ADDNS. l ACC. BLDGS. 20 Sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Bus Iness and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I.OUTL T2.50 ea NON.RESID BRANCH CIRCUITS) NEW CONSTR / POWER APPARATUS 0) NON•RESID. (SINGLE OUTLET CIR, Ex. OCcUp OUTLETS OR FIXTURES BAL@1 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for'$100.00 (valuation) or less. ❑ .I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood. 3.00 Ventilation permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct'. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabil' es men osts, and expenses which may in any way accrue agains :;:�U�l uence of the granting of this permit. � D� Date 6 ! U Signature of App icent — caner , Contractor ❑ Agent ❑ An OSHA permit is requi d for excavations over 5'0" deep and demolition or construct -0 ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ pl. OCCUP. GROUP I TYPE OF CONST, I PARCEL PO ND 1 ISSUE This permit is hereby issued under sions of the But County Code and/or work indicated above for which A OF PUBLIC S/ By PERMIT EXPIRE Date the applicable provi- resolutions to do fees have been paid. WORKS Date 4' 4 Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR, PINK•INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive' - Oroville, California 95965 /fg Telephone: 534-4541 APPLICATION AND PERMIT V authorize representatives of the County of Butte to enter upon the above -men ' ne roperty for inspection purposes. / p Date "Si g tur ermi ee or gent Receipt No. 3 c6 l 7c;z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for w=CTOR es have been id. . OUBLIC WORKS /l �0 By Date wilding permiexpires Date 6 BUILDING OwnerSO. s /tUt2 FT. OCC. BUILDING VAL ON Mailing Address Telephone No. Contractor. Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address ©� e, /21uc.L. Plan Checking Pee&/orPenalty Permit Fee Q . 00 S p o , 2 /o PLUMBING No.1 @ I FEE !, W O of07'Ycc— , PERMIT FILING FEE $3.00 Each Trar) 1.50 O/tf C ow Repair drainage or vent piping 1.50 A. P. No. Ste^ 33 1 oZ Zoning a Planning Water piping 1.50 Each gas water heater or vent 1.50 f es I *-C— Sapika*ierr Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EGA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 1312g. 'Plans Recd Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEWEl. ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ �..,q.L _ 7T ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 600V OR LESS Main service 100 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 6 25.00 100 AMP O OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST l ACCLBLDGSLING CCUP. s) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR. MULTI.OUTL T NON.RESID It BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS 9 NON.RESID. -SINGLE OUTLET CIR. EX. Occur){/OUTLETS OR FIXTIIPES) BAL�1 Ex. Occup. (FIXED LINIS OUTLETS APP (RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 1 am exempt from the Contractors License Laws of the State of California. 21QMECHANICAL Permit Fee $ $ No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ,DQ�certify that in the performance of the work for which this ermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above -men ' ne roperty for inspection purposes. / p Date "Si g tur ermi ee or gent Receipt No. 3 c6 l 7c;z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for w=CTOR es have been id. . OUBLIC WORKS /l �0 By Date wilding permiexpires Date 6 , 7 COUNTY OF BUTTE — DEPARTMEN•T OF.PUBL;C WORKS 7 County Center Drive - Oroville, California 95965 r Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned roperty for inspection purposes. Date 2 Signa a of Permit or Agent Receipt No. % k,6 3 37 K&� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO F UBLIC WORKS By Date y A6-1 f B Ading permit expires Date I/— / 6 —,?a BUILDING Owner `�/�n� C3. k SO. FT. OCC. BUILDING V LU ON 2 040 Mailing Address �� �- g A7 37 R � : 06 f irzyr� _ 9?i2, Telephone No. ;19 �Lsr-soy 4Q J r-f- i 0,0 Y, (6 3T Contractor w ti Mailing Address Fireplace Total Valuation Telephone No. Permit Fee 3-- r^ Building Address v,t'V�f-� Plan Checking Fee&/or Penalty Permit Fee ( "j �--. •- v� # PLUMBING No. @ FEE U , -t=' wa PERMIT FILING FEE $3.00 Each Trap 1.50 %-S"0 Repair drainage or vent piping 1.50 S ['�-3 A. P. No. 6 - 2`y Za^1^s 8 Pla^ ^ Water piping 1.50 (.&L Each gas water heater or vent 1.50 �wljs W. Sa ' n Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Parcel Plans Declaration Parcel Ma p 60' R/W Improvements p Each additional outlet .30 Building sewer 5.00 Bldg. An. Recd a c p r PIo Approval Lawn sprinkler system 2.00 NEW ADDITION UTILITIES ❑ OTHER ❑ Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 i.C)'o 00V OR Main service 100 AMP ORSLESS 5.00 Single Family NE Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L too AMP 2.50 Main service OVER eo0PORv LESS 25.00 100 AM Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OC71 OR ADDNS. ( ACC. BLDGS. C P 20 sq ft J'a. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR MULTI.OUTLET NON-RESID BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS e NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES 1 5 L� FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring a�r 6.25 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ /,4 $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ 1 have placed on file with the County of Butte a certificate of IWorkmen's Compensation Insurance. j� I certify that in the performance of the work for which this J ermit is issued I shall not employ any person in any manner j so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 :(X) Heating Cooling Ventilation Hood 2.00 `L.cro Permit Fee $ �1 ,� $ �- I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances State Laws relating to building construction, and hereby Land Development Fee $ 25- — TOTAL PERMIT FEE $�� 75and authorize representatives of the County of Butte to enter upon the above-mentioned roperty for inspection purposes. Date 2 Signa a of Permit or Agent Receipt No. % k,6 3 37 K&� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO F UBLIC WORKS By Date y A6-1 f B Ading permit expires Date I/— / 6 —,?a To: 3ui_ldin�; Depart men:t" From: Environmental Health Subject: Sanita.t.ion. Clearance •z8a :6cation _ vm .e .r. plans annroved. for: Sev.!a. e Disposal I.,— Hold / 'gold final. for: Fi-nal clearance O.K. for: Clearance for a 'oed..r_oor�� home. Other Clearance for addition of 1`•iote* * 4JaI;er Sunn1 T Water Supply Water Supply_ V-10- 7. Sanitarian pate I COUNTY OF BUTTE — DEPARTMENT OF.PLJBL.ICWOR-KS= BUILDING DIVISION J� 7 County Center Drive — 0roville, California 95965 — Telephone: 534-`4541 PERMIT APPLICATION DATA SHEET \ik '•t S OWNER K.' Proposed Building Use_ Permit fee based upon: Building Inspector At time of permit app issuance: 2 Complete Contract Price Other (explain) ion, I was ad Permit No. A. P. N o. 5 S' 37 — Z DPW Valuation �4� Date �?-" - /,1 `7 9 ng data must be submitted prior to permit processing and/or DATE RECEIVED APPROVED 1. All items have been submitted................................................................... 2. 0 Plot plans in duplicate/triplicate .....................yy.,.....��. f Com0ete in duplicate/triplicate...�1�?.!C,S... plans ...1� 4. Complete engineered plans and calcs...............................t!"�i.�......... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $ Letter of signature authorization..............,../............................................ IdrvY� //� Sanitation approval from Health Dept.... 11. Planning approval for 12. .... *...... ., Certificate of Workmen's Compensation Insurance ........................ 13. Contractors License Information (no., name style, classification) ............................... 14. Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow)................................................................................................. 15 —16 Pre -in sp tion for required. Pre•inspec. request to date AkA"->1- b�ciiiJi l°r Other 22?.at„6 A�fJ O GPS (,wee y When you issue the permit, process as follows: Mail to owner Mail to contractor.1 Telephone and hold for pickup at office. Deliver w/inspection. Other Applicann , v %� Date cap Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time on, circle ite 1. Index permit for above Items No. 1 l 2. Additional items required: A!✓ (Contractor, Designer, Owner) was advised of above required data by Telephone Mail w All Other Plans approved by U I Ht:K Cnnv/nPW /2vio OGS Il C., 0�2%3 2 ,U- 33- Z V t�el*-44 A- Ail v�h vGG s did " 4a/� % 6 GL�C,vde� ��c �s�sza� 9�ae,s a/� � -!�-a 47 e- day dc- D`le- lie- ce4�,0, 4 p `�-' i G� ��2 dw ! TziG�r�. !s 2 �i Y w Y7'11-1 �PIM�e- le- 0vo� a X15-1 You , Ille,-,( 7`�o/y ?1°le `s l CUu1a, Y OF BUTTE DEPT. Of PUBLIC WORKS MAR a 9979 AM PM 71819,10,11,12,11213141$16 PARCEL ONE A portion of the Northwest quarter of Section 10 and'a portion of the. Southwest quarter�of Section 3, Township 22 North, Range 4 East. M.D.B.&.M., described as follows: Commencing at the quarter corner common to said Sections 3 and -10; thence along the North and South centerline'of said Section 3, North. 00 12' East 30 feet to the cneter.line of a 60 foot road easement; thence along said road centerline, North 89° 54'. West 173.65 feet to the _ Northwest .corner of that certain- parcel of land `described in Deed to Joseph F. Vielbig,-Jr.., et ux dated October 22,, 1964 and recorded November -4, 1964 in Book 1344. of. Butte County Official Records, at page 183 and the true point of beginni-ng for the parcel of- land described herein; thence from said true point of beginning, continui_ng.along said road centerline, North 890 54' West 338.35 feet and North 76°.45' 30" West 14.39 feet; thence leaving said road. centerline, South 1° 49' 23" 'West 1338.96—feet to a point which bears the following four*'courses_and distances from the. Southeast..carner of the .Northwest quarter of said Section 10; (1) --North, along the East line of said Northwest quarter 1740 feet; (2) North 760 17' 57" [nest 178.24 feet; (3) South 3° 13' 03" West 316.00 feet; and (4) South 62° 19' 03" West 396.00 feet; thence _North 620 19' 03" East 396.00 feet and North 30 13' 03" East 316.00 feet to the Southwesterly corner of the aforsaid Vieibig parcel of land thence along the Westerly line of said Vielbig parcel, North 1° 49' 23" West 835.35 feet to the true point of beginning.. TOGETIIER lITH a non-exclusive easement for road purposes and•.•�public'°\ utility purposes over a strip of land 60 feet in width, lying Northerly. from and contiguous to the'line beginning at a point on the West line of said Parcel One above which point is South 1° 49' 23" West 30 feet from the North west corner of said above described parcel One; thence from said point of beginning South 76° 45' 30" East 14.39 feet more or less.to the North line of said Section 10; thence along said line, South 890 54' East 512.00 feet more or less to the North quarter corner of said Section 10; thence continuing Along the North line of said Section 10, South 89° 54' East 720.00 feet; thence North 110 32' East along the South line of the property conveyed to L. S. Schager et ux, by deed dated July 8,-1955 recorded July 12, 1955 a distance of 147.00 feet thence continuing along said South line, North 560 18' East 774.00 feet, South 681 28' East 445.54 feet to the Northwest corner of that certain property described in Deed to F. S. *Marshall, dated October 30, 1942, recorded December 3, 1942 book 305 Official Records page 473; thence along the Northerly line of said F. S. ;Marshall property, Easterly to the.East line of said Section 3 -said point being 381.50 feet Northerly of the Southeast corner thereof. EXCEPTING THEREFROM all of that portion thereof -lying within said Parcel One, above. a --ALSO-EXCEPTING THEREFROM the following described parcel.: --Commencing at the North quarter corner of said Section 10; thence leaving said North.. -quarter corner on and along the North and South centerline of Section 3, Township 22 :forth, Range 4 East, M.D.B. & M., North 000 12' East, 30.00 feet to a point on the centerline of a 60.00 foot road easement; thence on and along said centerline, North 890 54' West, 461.39 feet to the true point of beginning for the _ parcel herein described; thence from said true point of beginning, leaving said road centerline, South 01° 49' 23' West, 732.00 feet: thence South 07° 20' 34" East, 528.16 feet to the Southerly line of 7V the.parcel.of land described in deed from Henry J. Hoffman, et ux, to Fisci Bros., Inc., dated July 15, 1966 and recorded August 4, 1966 in Book 1438 of Butte County Official Records, at page 285; thence along said "Southerly and Westerly lines thereof South 62° 19' 03" I -lest, 171.00 feet; thence Worth 010 49' 23" East, 1338.96 feet to a point on the said centerline of said 60.00 foot road easement; thence on and along said centerline, South 760 45' 30" East 14.39 feet; thence h --L South £90 54' East, 50.61 feet to the point of beginning. EJ@ QF DOCUlAtNT 058-330-057 01-1093 MORGAN, RON 13135 PINE POINT LN., YANKEE HILL CONTR: FOUR SEASONS ROOFING RE -ROOF W/COMP 23.5 SQ. ' i • in � a�, V•V.. 058-330-057 01-1093 MORGAN, RON 13135 PINE POINT LN., YANKEE HILL CONTR: FOUR SEASONS ROOFING RE -ROOF W/COMP 23.5 SQ. ' i __114 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96)4 APPLICATION AND PERMIT ���'�'`-` ASSESSOR PARCEL NUMBER_ /^') ZONING BUILDINGPERMIT OWNER f rtil 'r 11 � 5�"�°+ E 53n SQ. FT. OCC. BUILDING VALUATION OWNERSjt ADDRES ' _ y 1 If1 ^ - T Lh CONTRACTORS NAME TELEPHONE• FOUR SEASONS ROOFING 895-0498 14 In Ooa TRSLr"°^P�S:T RD. STE. 10, CHZCO� CA 95973 v C04STRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 11410 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 8S. ARCHITECT OR ENGINEERS MAILING ADDRESS ri Plan Checking Fee $ BUI INGADDRE$S -a .f I -•1. Energy Plan Checking Fee $ $ r1 it Lu A466I fiL.. [LOT PERMIT FEE S Nq SUBDNLSIONSNAME 4 r _.. • _ .' :� _-a ; . - PARCEL MAP .-4r ,. .� . PLUMING PERMIT` Filing Fee 20.00 _ . _ _ Each Trap .f T. 7.00 , z USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑.,.Remodel ❑ ' Utilities ❑ Installation ❑ Other ❑ Describe Work: R R V ra Cnm p Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WT 1 @20.00 PERMIT FEE S • - ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 r LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions.of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class {v—Iq Lic. No. ctl1'13 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason` Main Service z To ,000A 46.00 NEW CONST. DWELLING OCCUP. SO E OR ADDNS. ( a ACC. erns. 3.52FT; - rNioN REs o. ' Mutrl•ouTLEI @7.50 - PONfER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. BA20 @ 1.000 OUTLET OR FIXTURES FIXED APP WS. OR Ex. Occup. ourLErs RESID. EA S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS'.-4COMPENSATION DECLARATION, I hereby affirm -under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensationd�surance carrier and policy number are: Carrier J "4-6 .1LV LO Policy Numb:r72-00 i5NIT 54 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.). ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation'laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /�' X 1 Date `��!O Signature—of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction` of structures over 3 stories in height. -t'" ,`_MECHANICAV,,PERMIT ' ': Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee I $ . v occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF PARCEL I Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to. do work ,indicated above for which fees have been paid. "B�`�klL'�N"ia l�/i /.4^y� � Date y� f PERMIT EXPIRES ON r Dete _ Receipt No. 5-2yfyf?fe x, c WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PE MIT NO. (Rev. 12/96) ,f APPLICATION AND PERMIT ASSESSORPARCELN BER _ ' o _ ✓ q 5 ZONING BUILDING PERMIT p _� T3Ho E� SO. FT. OCC. BUILDING VALUATION . OWNERS'R141�1I R_Ey ` �X 1 CONTRACTORR✓✓.S NAME TELEPHONE FOUR SEASONS ROOFING 895 -0418 h 6 I _ ,c"'T(rsMWn T RD., STE. 10, CHICO, CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 2 C Ve ARCHITECT OR ENGINEERS MAKING ADDRESS Plan Checking Fee $ BUIfl�JQ,l Energy Plan Checking Fee $ $ Gl� PERMIT FEE S LOTN SUBDNISION'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping systeLn 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 UE Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class G 39 Lic. No. �r OWN EBUILDER D A ION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( SO : pEOSIDT. MULTI -OUTLET 97.50 POWER APP a swo R. 4XI Ex. OCCU . O- R F; U1 6AL 1.50 Ex. Occup. ouTLFIX�E°Ts(RREESID!! Temporary Service .00 .00 Mobile Home Facilities 00 Misc. Wiring BUT TE, UVul t3UJL1J%IN- T. PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to sell -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' crppensation insurance carrier and policy number are: Carrier �'1'ATE FUND Policy Numbe2 7 2 — 0 0 UNIT 545 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' compensa ' a f California, and agree that if I should become subject to the workers' c mpensati n provisions of section 3700 of the Labor Code, I shall forthwithwlth ose provisions. X Date J -t.�1-indicated Signature App' Owner ❑ Contractor ❑ Agent An OSHA permi requir d for excavations over 5'0" deep and demolition or construction of structures o r 3 stori in height.K4"�� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE FEE $ �•� HAZ. I D. FEES IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. c� Date PERMIT EXPIRES ON C/ Dete Receipt Na_ t;? 5 _ . Q WHITE-D.D.S.-B.D. CANAR -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r ENGINEERING�.. Soils Investigation Report FOR THE PROPOSED NEW SINGLE-FAMILY HOME FOR RON & DORTHEA MORGAN PROJECT LOCATION: 13135 PINE POINT LANE, CONCOW, CA Streamline Project No. 853 October 1, 2008 =- l 09 SEAL APPLIES TO SHEETS I TIMU 60 38 BUTTE COUNTY BUILDING DIVISION APPPC)\Jr=f) 1"7 " I t 60 Independence Cir., Ste. 201 Chico, CA 95973 • (530) 892-1100 * Fax: 892-1115 1.0 INTRODUCTION 1.1 General We have performed an investigation of the soil beneath the proposed building pad(s) on the project location referenced on the cover sheet. The purpose of this report is to provide the design parameters for the foundation system required to support the structure(s) described in Section 1.2. The foundation designer is solely responsible for providing an adequate foundation design to support all imposed loads on the structure including the minimum loads required by the 2007 California Building Code (CBC). This report is intended to satisfy the requirements of the 2007 CBC Section 1802, "Foundation and Soils Investigation". This report should not be used for additional structures on this site without written approval of Streamline Engineering. 1.2 Proposed Construction The proposed structure that this report is intended for is a single family home with attached two-story garage and observation deck. The structures will be placed on conventional concrete footings. The building pad is located as shown on the site plan included as "Plate 2". The design of the foundation system is not within the scope of this report. 1.3 Scope of Work The scope of our services included the following: • Exploration of the subsurface conditions beneath the proposed building pad(s) using exploratory test hole(s). • On-site observations of the area surrounding the building pad to study topography and drainage patterns. • Research maps prepared by the United States Department of Agriculture (USDA) • Provide the seismic design variables, SMs, SM 1, SDs, SD 1, soil site class, and the Seismic Design Category provided by the Unites States Geologic Survey. • Provide soil classification per Table 1804.2 of the CBC based on on-site observations and USDA mapping of site. • Prepare report of findings and recommendations. 1.4 Attachments This report contains USDA soil description, USDA soils map of site from the website: http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx NEHRP Seismic Design Provisions from the website: httip://www.ollhguake.uggs.ggviresearchihaz,mnsldesiMlin,dex.php Streamline Project No. 853 Page 2 of 6 60 Independence Cir., Ste. 201 • Chico, CA 95973 0 (530) 892-1100 0 Fax 892-1115 2.0 FINDINGS 2.1 Site Description The location of the building pad is shown on the site plan on "Plate 1". The site is bounded by forest and single-family homes on large lots. The site consists of a flat pad cut into a hillside. Maximum relief across the pad is 1 foot. We made a site visit on 9/ 17/08 and found no significant areas of standing water. The building site had no trees on it at the time of our observation. 2.2 Subsurface Soil Conditions The soil encountered in the top 12" of our test hole consists predominately of sandy loam. The next 60" consisted of decomposed rock material. Our total depth of investigation was 72". Based on a so pro a mcluded as "plate 3" the soil profile contains sandy loam and paracobbly sandy clay loam to a depth of 80 inches. This is consistent with our site observations. 2.3 Ground Water At the time of our field investigation, no groundwater was encountered in our test holes. It should be noted that the groundwater level on this site will vary depending on the local rainfall, irrigation practices, and runoff conditions. Per the USDA report, the depth of the static water level at this site is over 80 inches below natural grade. 3.0 CONCLUSIONS AND RECOMMENDATIONS 3.1 Site Clearing The site shall be clean of all surface vegetation and deleterious materials prior to excavation. Existing foundations, utilities, septic tanks, and leach fields must be removed prior to grading the site. It is the owner's responsibility to locate and remove these items where they occur. All voids resulting from the removal of foreign objects shall be replaced with properly compacted engineered fill. 3.2 Site Preparation Tree roots larger than 1" in diameter shall be removed from the building pad area and replaced with properly compacted engineered fill. The fill used to bring up the finished floor elevation will be self compacting pea gravel, so compaction tests will not be required. All surface grades shall be constructed to drain surface water away from the structure pad for a minimum of 5' on all sides. Roof drain discharge should be collected and directed to discharge down slope from the building pad a minimum of 10' away from the building. Streamline Project No. 853 1Page 3 of 6 60 Independence Cir.., Ste. 201 0 Chico, CA 95973 0 (530) 892-1100 ` Fax: 892-1115 3.3 Foundation Design Recommendations: Based on the results of our field investigation, it is our professional opinion that the structure(s) described in Section 1.2 of this report may be constructed using the following design criteria and recommendations: Design Criteria: Class of Materials: Allowable Foundation Pressure: Allowable Lateral Bearing Pressure: Lateral Sliding Resistance: Minimum footing depth into native soil: Minimum footing steel: Minimum interior slabs: Minimum exterior slabs: Moisture control through slabs: Recommendations: Class 5 (clay, sandy clay, silty clay, clayey silt, silt, and sandy silt) 1,500 psf 100 psf per foot below natural grade 130 psf (lateral sliding resistance to be multiplied by the contact area, as limited by CBC Section 1804.3) 18" #4 top and bottom (u.o.n. by design professional responsible for foundation design) As determined by design professional As determined by design professional As determined by design professional We recommend that the foundation(s) for supporting the structure(s) shall be designed by a California registered design professional engineer using the above design criteria and the seismic design parameters included in section 3.5 of this report. Any deviation from the assumptions stated above will require written approval of Streamline Engineering., 3.4 Special Inspections The excavations and construction methods required at this site for constructing the foundation is conventional in nature and within the scope of the required Building Department inspections. There are no special inspections required for the excavations or concrete footings associated with this project. The contractor is required to contact Streamline Engineering if any unusual soil conditions are discovered as noted on the design drawings. Streamline Project No. 853 Page 4 of 6 60 Independence Cir., Ste. 201 0 Chico, CA 95973 0 (530) 892-1100 0 Fax: 892-1115 3.5 Site Geology and Seismicity The site is not within an Alquist-Priolo Special Studies Zone according to the State of California Department of Conservation. There are no active faults running through the site according to the book, "Maps of Known Active Fault Near -Source Zones in California and Adjacent Portions of Nevadan. Based on these sources, surface rupture due to faulting activity will not be an issue for this site. Based on the 2003 NEHRP Seismic Design Provisions for this parcel we have the following Seismic variables: For Lat. = 39.77 degrees N and Long. = 121.52 degrees West Soil Site Class Seismic Coefficients: Ss, Period 0.2 sec.: Sl, Period 1.0 sec.: SMs=Fax Ss: SM1 = Fv x S1: SDs = 2/3 x SMs: SDI = 2/3 x SMI: D (per CBC 1613.5.2) Fa = 1.304, Fv = 1.304 0.621 g 0.218 g 0.809 g 0.428 g 0.539 g 0.285 g Seismic Design Category: D (As defined by 2007 CBC) 3.6 Soil Expansion Potential The soil found at this site does not have significant expansion potential. 3.7 Liquefaction Potential The soil types found at this site are not prone to liquefaction. 3.8 Corrosive Soils It was not in the scope of this report to test for corrosive soils. It should be noted that Streamline Engineering does not provide corrosion engineering services. If it is necessary to test for corrosive soils, we recommend that a qualified corrosion engineer be retained to provide the necessary services and testing. 3.9 CBC Requirements This section is intended to address the applicable requirements listed in section 1802 (Foundation and Soils Investigations) of the 2007 CBC. The following code sections have been specifically addressed as noted below: 1802.1 The classification and investigation of the soil has been made by a registered design professional. The wet stamp and signature of the individual responsible for the report is on the cover sheet. Streamline Project No. 853 Page 5 of 6 60 Independence Cir., Ste. 201' Chico, CA 95973 ' (530) 892-1100 ' Fax: 892-1115 1802.2.6 Slope instability: Building pad is flat and supported existing home for many years, so slope has proven to be stable over the life of the structure There is not evidence of slope instability in the immediate vicinity of the proposed building pad. Liquefaction: See section 3.7 Liquefaction Potential" in this report. Surface rupture due to faulting See section 3.5 Site Geology and Seismicity" in this report. 1802.2.7 1. An additional lateral force of 17% corresponding to Cs = 0.10 will be applied to equivalent fluid pressure of 30 psf applied to wall. The wall will be designed to support equivalent lateral pressure of 35 psf to account for earthquake forces on the wall. 2. Liquefaction: See section 3.7 "Liquefaction Potential" in this report. 1802.3 The soil classification has been determined based on the soils map provided by the USDA, and on-site observation. For the purpose of soil classification, on-site observation by a registered design professional without testing is acceptable per Section 1802.4 of the CBC. See "Design Criteria" in Section 3.3 for soil classification. 1802.3.2 See section 3.6 "Soil Expansion potential" in this report. 4.0 LIMITATIONS Our recommendations are based on research of government documents, site observations, and our engineering judgment for the structure described in this report. If on-site excavations during construction reveal conditions different than specified in this report, Streamline shall be contacted for a follow up evaluation and possibly new recommendations. This report is not valid for discovery items or other changes to the site. This report should not be used after 3 years without written approval of Streamline Engineering. Streamline Engineering is not responsible for additional structures constructed on this site without written authorization from Streamline Engineering. These findings are based on my professional opinion and are not intended as a warranty of any kind. Please contact me if you have any questions at 530-892-1100. Sincere , Jeff Richelieu, E President Streamline Engineering, Inc. Streamline Project No. 853 Page 6 of 6 60 Independence Cir., Ste. 201 • Chico, CA 95973 • (530) 892-1100 0 Fax: 892-1115 5'SI �s Y Ron Morgan w s - i `1 X r • if �` C Q ab s, S wr o . o �0 -Rd �c Q t 1 � * I Image co 2008 DigitalGlobe C 2008 Tele Alias UP.int.,39'46'47.73' N 121'31'00.95'W elev 2078 It Streaming 100% . x . t 0 b*aC7 300 61..E Eye alt 6317 fi Soil Map -Butte Area, California, Parts of Butte and Plumas Counties (Morgan Residence) A 0 10 20 40 60 stere Feet 0 45 so 180 270 DA Natural Resor Web Soil Survey 2.0 9/28/2008 etM Conservation Service National Cooperative Soil Survey Page 1 of 3 It Soil Map—Butte Area, California, Parts of Butte and Plumas Counties (Morgan Residence) .MAP LEGEND Area of Interest (AOl) Very Stony Spot Area of Interest (A01) Solis Wet spot Viewing scale and printing scale, however, may vary from the Soil Map Units Special Point Features V Blowout ® Borrow Pit X Clay Spot Source of Map: Natural Resources Conservation Service Closed Depression X ' Gravel Pit .. Gravelly Spot ® Landfill A Lava Flow .6 Marsh 'R Mine or Quarry ® Miscellaneous Water p Perennial Water V Rock Outcrop + Saline Spot Survey Area Data: Version 8, Dec 14, 2007 Sandy Spot Urban Areas Severely Eroded Spot p Sinkhole b Slide or.Sllp 0 Sodic Spot Spoil Area Q Stony Spot MAP INFORMATION USDA Natural Resources Web Soil Survey 2.0 9!28!2008 an - Service National Cooperative Soil Survey Page 2 of 3 - Very Stony Spot Original soil survey map sheets were prepared at publication scale. Wet spot Viewing scale and printing scale, however, may vary from the original. Please rely on the bar scale on each map sheet for proper Other map measurements. . Special Line Features Source of Map: Natural Resources Conservation Service GullyWeb Soil Survey URL: http:/Mrebsollsurvey.nres.usda.gov Coordinate System: UTM Zone 10N Short Steep Slope This product is generated from the USDA-NRCS certified data as of ^' Offer the version date(s) listed below. Political Features Soil Survey Area: Butte Area, California, Parts of Butte and Municlpalitles Plumas Counties 0 Cities Survey Area Data: Version 8, Dec 14, 2007 Urban Areas Date(s) aerial images were photographed: 9/14/1998 Water Features The orthophoto or other base map on which the soil lines were Oceans compiled and digitized probably differs from the background imagery displayed. on these maps. As a result, some minor shifting • Streams and Canals of map unit boundaries may be evident. Transportation ++ Rails Roads ow Interstate Highways US Routes State Highways Local Roads Other Roads USDA Natural Resources Web Soil Survey 2.0 9!28!2008 an - Service National Cooperative Soil Survey Page 2 of 3 - " s Soil Map -Butte Area, California, Parts'of Butte and Plumes Counties Morgan Residence Map Unit Legend . Butte?Area;•CaLifomia, Parts of Butte and Plumas.Cournies.(CA612):..:.: . Unit:Syml4ol. Map. Unit Name PercenE.of:AO1 210 FEATHERFALL&4SLANDBAR 1.5 71.6% COMPLEX, 2 TO 15 PERCENT SLOPES 211 FEATHERFALLS-ISLANDBAR 0.6 28.4% COMPLEX, 15 TO 30 PERCENT SLOPES Totals for Area of Interest (AOI) . USDA Natural Resources Conservation Service Web Soil Survey 2.0 National Cooperative Soil Survey 2_0 100.0% .r I 9/28/2008 Page 3 of 3 ti Web Soil Survey Page 1 of 2 F1, ATS 0 MP Unit Oescrtption Butte Area, California, Parts 01 Butte and Plumas Counties Version date: 12/14/2007 8:28:36 AM 211—FFATHERFALIS-MANDBAR COMPLEX, 1S TO 30 PERCENT SLOPES Map Unit Setting Elevation: 2,000 to 3,180 feet Mean annual precipitation: 50 to 65 inches Mean annual air temperature: 54 to 57 degrees F Fiost-free period: 180 to 235 days Map Unit Composition Featherfallg sandy loam, and similar soils: 50 percent Islandbar, sandy loam, and similar soils: 35 percent Minor components: 1S percent Description of Featherfalls, Sandy Loam Setting Landlorm: Mountains Landform positron (two-dimensional): Ba"ope Landform position (three-dimensional): Mountainflank Down-slope, shape: Concave Across -slope shape: Concave Parent material: Fine -loamy colluvium derived from igneous rock- Properties od: Properties and qual-Mies Slope: 15 to 30 percent Surface area covered with cobbles, stones or boulders: 0.0 percent Depth to restrictive feature: 60 to 130 inches to paralithic bedrock Drainage class: Well drained Capacity of the most limiting layer to transmit water (Xsat): Moderately high (0.23 to 1.13 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Moderate (about 8.2 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability (nonirrigated): 6e Typical profile 0 to I inches: Slightly decomposed plant material 1 to 4 inches: Sandy loam 4 to 7 inches: Sandy loam 7 to 17 inches: Sandy day loam 17 to 14 Inches: Sandy clay loam 24 to 32 inches: Sandy day loam 32 to 42 inches: Sandy day loam 41 to 61 inches: Paracobbly sandy day loam 61 to 72 inches: Paracobbly sandy day loam 71 to 80inches: Very paragravelly sandy day loam Description of Ealandbar, Sandy Loam Setting Landform: Mountains Landform position (two-dimensional): Backslope Landform position (three-dimensional): Mountainflank Down-slope shape: Concave Across -slope shape: Convex Parent material: Coarse -loamy colluvium derived from igneous rock Properties and qualities Slope: 15 to 30 percent Depth to restrictive feature: 60 to 130 inches to paralithic bedrock Drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Low (about 5.8 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability (nonirrigated): 6e Typical profile 0 to 2 Inches: Slightly decomposed plant material 2 to 5 inches: Sandy loam 5 to 9 inches: Sandy loam 9 to 27 inches: Sandy loam 27 to 36 inches: Sandy loam 36 to 47 inches: Sandy loam 47 to 58 inches. • Sandy loam http://websoilsurvey.nres.usda.gov/app/WebSoitSurvey.aspx 9/28/2008 P LATE Dwellings and Small Commercial Bu"Udings (CA) -Butte Area, California, Parts Morgan Residence of Butte and Plumas Counties Dwellings and Small Commercial Buildings (CA) Soil properties influence the development of building sites, including the selection of the site, the design of the structure, construction, performance after construction, and maintenance. This table shows the degree and kind of soil limitations that affect dwellings with and without basements and small commercial buildings. The ratings in the table are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect building site development. "No limitations" indicates that the soil has features that are very favorable for the specified use. Good performance and very low maintenance can be expected. "Limitations" indicates that the soil has features that are moderately favorable to unfavorable for the specified use. The limitations can be overcome or minimized by special planning, design, or installation. Fair performance and moderate maintenance can be expected. Numerical ratings in the table indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). Dwellings are single-family houses of three stories or less. For dwellings without basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. For dwellings with basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of about 7 feet. The ratings for dwellings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load -supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink -swell potential), and compressibility. Compressibility is inferred from the Unified classification. The properties that affect the ease and amount of excavation include depth to a water table, ponding, flooding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. Small commercial buildings are structures that are less than three stories high and do not have basements. The foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings are based on the soil properties that affectthe capacity of the soil to supporta load without movement and on the properties that affect excavation and construction costs. The properties that affect the load -supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink -swell potential), and compressibility (which is inferred from the Unified classification). The properties that affect the ease and amount of excavation include flooding, depth to a water table, ponding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. IZiEki SDA Natural Resources Web Soil Survey 2.0 928/2008 Conservation Service National Cooperative Soil Survey Page 1 of 2 Dwellings and Small Commercial Buildings (CA) --Butte Area, California, Parts of Butte and Plumes Counties Report—Dwellings and Small Commercial Buildings (CA) [The information in this table indicates the dominant soil condition but does not eliminate the need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The larger the value, the greater the potential limitation. The table shows only the top limitations for any given soil. The soil may have additional limitations] Morgan Residence Dwellings and Small Commercial Buildings (CA) - Butte Area, Califomia, Parts of Butte and Plumas Counties Map symbol and soil. Pct. of Dwellings without basements Dwellings with basements Small commercial buildings name map (CA) (CA) (CA) unit Rating class and Value Rating class and Value Rating class and Value limiting features limiting features limiting features 210-- FEATHERFALLS- ISLANDBAR COMPLEX, 2 TO 15 PERCENT SLOPES Featherfalls, sandy 50 Limitations Limitations Limitations loam Shrink ell (LEP 3.6) 0.32 Shrink -swell (LEP 3-6) 0.92 Slopes > 8% 0.98 Slopes 8 to 15% 0.01 Slopes 8 to 15% 0.01 Shrink -swell (LEP 3-6) 0.32 Istandbar sandy .loam 35 Limitations Limitations Limitations: Sfopes 8 to 15% 0.01 Slopes 8 to 15% 0.01 Slopes > 8% 0.88 211— FEATHERFALLS- ISLANDBAR COMPLEX, 15 TO 30 PERCENT SLOPES Featherfalls, sandy 50 Limitations: Limitations Lions loam Slopes:.. 15% 1.00 Slopes > 15% 1.04 Slopes:,- 8% 1.00 Shrink -swell (LEP 3-6) 0.32 Shrink -swell (LEP 36) 0.92 Shrink -swell (LEP 3-6) 0.32 tslandbar .sandy ..: .:35: U.mitatior .. Limitations. Limitations loam Slopes > 15% 1.00. Stopes > 15% 1.00 Slopes > 8% 1.00 Data Source Information Soil Survey Area: Butte Area, California, Parts of Butte and Plumas Counties Survey Area Data: Version 8, Dec 14, 2007 U5i � Natural Resources Web Soil Survey 2.0 9/28/2008 Conservation Service National Cooperative Soil Survey Page 2 of 2 CLIENT: PROJECT: STRUCTURAL CALCULATIONS for RETAINING WALL Serenity Homes Morgan Residence PROJECT 13135 Pine Point Lane LOCATION: Concow, CA JOB NUMBER: 853 DATE: 10/02/08 LOADING CRITERIA BASED ON THE 2007 CALIFORNIA BUILDING CODE: SEISMIC DESIGN CATEGORY: D WIND SPEED V (3 SECOND GUST): 85 mph WIND EXPOSURE: B , SOIL BEARING: 1500 psf (per CBC Table 1804.2) ' ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED IN THESE CALCULATIONS ? No NOTES: 1. Streamline Engineering is not responsible for the these calculations unless this cover sheet is , stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. 3. The engineer is not responsible for on site inspection to verify compliance with the structural plans, details, or specifications. Workmanship is to be of the highest quality and follow the latest edition of the adopted Building Code, and local building department standards. 4. The Client is responsible for the location of the structure on the site. The Client shall verify that the structure is properly located with respect to property lines, set backs, adjacent slopes, and all other limiting factors. Goo - ?-058 BUTTE COUNTY I-SUALD!!NO DIVISION APPROVSD 10/ P Page 1 of 60 Independence Circle, Ste. 201 • Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 8 -in Cone w/ #5 ® 9 i do t #4@10.75in @Toe Designer select #4@118.1n all hor¢ reinf. @ Heel See Appendbc A NOT AN AUTHORIZED REPORT Use settings screen to create your company title block here. Title Ron and Dorthea Morgan Page: 3 Job # 863 Dsgnr. JMR Date: SEP 30,2008 Description.... This Wall iwarnlinedatalprojects1853 serenity hort ww.retainpro.comisuppkxtfor latest release Istration Cantilevered Retaining Wail D Sfl, #: RP -1168M RPM7-N Top Stem Wall Stability Ratios n Design Height Above Ftg Criteria Soil Data Overturning = Retained Height= 9.00 It / Allow Soil Bearing = 2,000.0 psf Wall height above soil = 0,50 ft ✓ Equivalent Fluid Pressure Meth Sliding = Heel Active Pressure = Slope Behind Wall = 0.00:1 35.0 psf/ft = Toe Active Pressure = 35.0 psf/ft Height of Soil over Toe = 0.00 in Passive Pressure = . ps Water height over heel = 0.0 It Soil Density, Heel = 110.00 pcf Reber Spacing Soil Density, Toe 0.00 pcf Wind on Stem = 0.0 psf FootingilSod Friction = 0.300 Vertical component of active Soil height to ignore Soil Pressure @ Toe = lateral soil pressure options: for passive pressure = 0.00 in USED for Soil Pressure. _ 0.943 NOTUSED for Sliding Resistance. USED for Overturning Resistance. Allowable = Surcharge Loads Surcharge Over Heel = 30.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 300.0 lbs Areal Live Load = 700.0 lbs Axial Load Eccentricity = 0.0 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 it ...Height to Bottom = 0.00 ft F P� Coc-Cl3C 2007 footing Dimensions & Strengths ,Ice WiM 2.50 It /Heel Width 2.75 Total Footing Width = 5.25 Footing Thickness = 14.00 in /1 Key Width Key Depth = 00 in p\� Key Distance from Toe= Pc = 2,500 psi ✓ Fy = 60,000 psi \% Footing Concrete Density = 150.00 pcf S Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in V'� Adjacent l=ooting Load Adjacent Footing = 800.0 lbs Footing Width = '1..M it Eccentricity = 0.00 in Wall to Ftg CL Dist = 4a: Footing Type Line Load Base AboveJBelow Sod _ 1.0 ft at Back of Wall Poisson's Ratio = 0.300 Design Summary Stern Construction Top Stem Wall Stability Ratios n Design Height Above Ftg R = Stem 0.00 Overturning = 230 OK Wall Material Above 'Hr = .00 Concrete // Sliding = 1.57 OK Thickness = 8.00 Rebar Size = # 5 Total Bearing Load = 6,056 lbs Reber Spacing = 9.25 / ...resultant ecc. = 5.88 in Rebar Placed at = dge Soil Pressure @ Toe = 1,799 psf O Design Data fbdFB + fWFa _ 0.943 Sod Pressure @ Heel = - Allowable = 2,000 psf Total Force @ Section lbs = 2,894.9 Soil Pressure Less Than Allowable Moment... Actual ft-#= 9,745.7 ACI Factored @ Toe = 2,079 psf Moment... Allowable = 10,338.9 ACI Factored @ Heel = 586 psf Shear.... Actual psi = 39.0 Footing Shear @ Toe = 21.1 psi OK Shear..... Allowable psi = 75.0 Footing Shear @ Heel = 14.4 psi OK Wall Weight = 100.0 Allowable = 75.0 psi Rebar Depth 'd' in = 6.19 Sliding Calcs .(Vertical Component NOT Used) C.- LAI SPLICE IF ABOVE in = 23.40 Lateral Sliding Force = 2,204.0Ibs LLAP 3 SPLICE IF BELOW In = less 100% Passive Force = - 2,000.0 lbs tO4, HOOK EMBED INTO FTG in = 10.50 less 100% Friction Force = - 1,455.6 lbs1�Z pto Masonry Data Added Force Req'd = 0.0 lbs OR Fs psi - = ....for 1.5 L 1 S bility = 0.0 lbs OK Solid Grouting psi = Load Factors Use Full Stresses = Building Code CBC 2007 Modular Ratio'n' _ Dead Load 1.200 Shoat Term Factor = Live Load 1.fi00 Equiv. Solid Thick. _ Earth, H 1.600 Masonry Block Type = Medium Weight Wind, W 1-600 Masonry Design Method = ASD Seismic, E 1.000 Concrete Data rc psi = 2,500.0 Fy psi = 60,000.0 NOT AN AUTHORIZED REPORT Use settings screen to create your company title block here. Title Ron and Dorthea Morgan Page: Job# : 863 Dsgnr JMR Date: SEP 30,2008 Description.... DESIGNER NOTES: This Wall in File: c:%streamlinedatalprojectsX863 serenity hotr Retain Pro 2007. 24 -Jul -200E, (6 1989-2QUE www.retainprocomisupportfor latest release Cantilevered Retaining Wall Design Code: CBC 2007 Registration #: RP -1168045 RP2007-N Footing Design Result` Toe Heel Factored Pressure = 2,079 586 psf Mu': Upward = 5,755 1,701 ft-# Mt': Downward = 656 4,818 ft-# Mu: Design = 5,099 3,117 ft-# Actual 1 -Way Shear = 21.12 14.35 psi Allow 1 Way Shear = 75.00 75.00 psi Other Acceptable Sizes & Spacings Toe Reinforcing = # 4 @ 10.75 in Toe: #4@ 10.75 in, #5@ 16.50 in, #6@ 23.50 in, #7@ 31.75 in, #8@ 42.00 in, #9@ 4 Heel Reinforcing = # 4 @ 18.00 in / Heel: Not req'd, Mu < S ` Fr Key Reinforcing = # 4 @ 12.50 in Key: #40 1250 in, #5@ 1925 in, #6@ 2725 in, #7@ 3725 in, Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Kern lbs It ft-# lbs ft ft-# Heel Active Pressure = 1,905.9 3.48 6,623.2 Sol Over Heel = Z067-5 4.21 8,679.7 Toe Active Pressure = -23.8 0.39 -9.3 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 62.5 4.21 263.0 Adjacent Footing Load = 322.0 5.64 1,817.5 Adjacent Footing Load = 133.3 4.21 561.1 Added Lateral Load = Axial Dead Load on Stem = 300.0 2.83 850.0 Load @ Stem Above Soil = Soil Over Toe Surcharge Over Toe = Stem Weight(s) - 950.0 2.83 2,691.7 Earth @ Stem Transitions Total = 2,204.0 O.T.M. = = 8,431.5 Footing Weigh Resisting(Overtuming Ratio = _ - 2.30 Key Weigh 918.8 2.63 2,411.7 = Vertical toads used for Soil Pressure = 6,056.2 lbs Vert. Component = 425.0 504.1 3.00 5.25 1,275.0 2,6467 Total = Vertical component of active pressure used for sat pressure 5,356.2 lbs R.M: 19,378.9 DESIGNER NOTES: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 13135 PINE POINT LN Owner: Permit No: B08-2038 APN: 058-330-057 ZUMAQUE LTD, Permit type: MISCELLANEOUS P O BOX 4003 Issued Date: 10/20/2008 By GLB Subtype: Retaining Wall OROVILLE, CA 95965 Expiration Date: 10/20/2009 Description: RETAINING WALL for future garag (530) 566-9480 Occupancy: Zoning: FR -10 Contractor Applicant: Square Footage: JAEGER INDUSTRIAL COMPANY JAEGER INDUSTRIAL COMP Building Garage RemdUAddn 2490 BRUCE RD 2490 BRUCE RD CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 566-9480 (530) 566-9480 I.4, FEE INFORMATION I DBEH Building Review Fee $78.90 DBMSC Retaining Wall $450.43 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires JAEGER INDUSTRIAL COMPAI C268056 / C47 C10 A / 8/31/2010 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�afull force a%�effect. (� X I 1 --)r: /,_JC 10/20/2008 Date WORKERS' COMPENSATION DECLARATION I 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., 5 , HHAVE 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: State Fund Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or ess. ❑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 r f \z: � 10/20/2008 Signature o 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 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) Lenders Address City State Zip Balance Due: sepa__"*t� reel ra,u. 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 Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: Owner's Signature 10/20/2008 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and 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 this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro o r or am authorized to act on the property owns behalf. 10/20/2008 1-1 Owner M Contractor OR; E]Agent for Owner DAgent for Contractor 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 OF APPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY 91 PERMIT NO. ) � Cc� a�� J !-3i,11 "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is'subject to public inspection and will be posted on the County's website for electronic access. APPLICANT INFORMATION OWNER INFORMATION Last Name'OILFl Address2 z,�,,,_,G/e_ Name Mailing Address ,1A /7 City �j L State Ti Phone _ Fax �� ^ E-mail APPLICANT INFORMATION CONTRACTOR Name , Address2 z,�,,,_,G/e_ C__ v2 City C/ City Stat Zip Phone s--� Faxs. Fax Lic. # Clas APPLICANT INFORMATION ARCHITECT/ENGINEER Name City J Address SRA City Fax—/� D State Tjp Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address Z LIG City J State SRA Pho!� G Fax—/� D E-mail /' �� r - APPLICANT SIGNATURE X PROJECT LOCATION r Z:53AP# s - 3- ?G -- a5 Property Address] WORKER'S COMAE—NS � Policy Number 2 4 Carrier , 15) Vii_ c�f7tiJ r Dti /�l'S If hiring anyone other than licensed contractors, a certi'flcate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name L' Address r5 DESCRIPTION OR SCOPE OF WORK. 1 Sq FT- Luring Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy J ✓J (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ• Type Const Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LdND 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 i 0 0 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-2038 Location: 13135 PINE POINT LN Parcel Number: 058-330-057 Owner Name: ZUMAOUE LTD, Description: RETAINING WALL Date: 10/03/2008 By: KEJ Sub Type: Retaining Wall Phone: (530)566-9480 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: /11-10' roz��� Title: --� -7s FILE Date: 10/03/2008 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: B08-2038 Job Address: 13135 PINE POINT LN Contractor: JAEGER INDUSTRIAL COMPANY 2490 BRUCE RD CHICO, CA 95928 Printed: 10/03/2008 12:18 pm . Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540011-4614901-10101 $78.90 10/03/2008 $78.90 DBMSC Retaining Wall 0010-440001-4210500-10101 $450.43 10/03/2008 $450.43 Printed By: Karen Jones 529.33 $529.33 Balance Due: $0.00 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: 10/03/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte, County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://muniCipalcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-2038 Location: 13135 PINE POINT LN Parcel Number: 058-330-057 Owner Name: ZUMAQUE LTD, Description: RETAINING WALL Date: 10/03/2008 Phone: (530) 566-9480 Signature of Applicant: 7_� Date: 10/03/2008 FILE When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Space above for Recorder's Use (rev.5/04) Owner Name: ZUMAQUE LTD, K. RONALD MORGAN and DOROTHEA P. MORGAN, TRUSTEES Building Permit No: B09-0037 Sunroom DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 28th day of January, 2009, ZUMAQUE LTD., K. RONALD MORGAN, and DOROTHEA P. MORGAN, TRUSTEES hereinafter referred to as owner(s), is the record owner of the following real property: 13135 PINE POINT LANE, CONCOW, CA 95966 (APN 058-330-057), and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and 111. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No.1309-0037 was applied for on 01/09/2009 y the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No.1309-0037 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or character of use has been approved by the Butte County Building. 0 Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. B08-2042which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No.B09-0037 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited .use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, living. Additionally, the space will not be heated and or cooled. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Scott Rutherford Building Manager, DDS Y Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building. Permit No.B09-0037. DATE: 120 Owner Signature: Print or Type Name of Above Owner Signature: Print or Type Name of Above Scott Rutherford Building Manager, DDS NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, 'etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On before me, , Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me'that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Scott Rutherford Building Manager, DDS STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On Public, personally appeared before me, Notary , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same -in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Scott Rutherford Building Manager, DDS This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development. Services and that Butte County consents to its recordation thereof. Dated: Scott Rutherford, Manager Building Division STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On before me, , Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) ►rlv(b;r- A U.6-30777 Page.2 of 3 DESCRIPTION All that certain real property situate in the county of Butte, State of California, described as follows, PARCEL TWO A portion of the Northwest quarter of Section 10, Totimghir 22 North, Range 4 Easto M. D. B. & M., described as follows: Parcel Two as described and set forth in the Parcel Map which was filed in the office of the Recorder of Butte County. California In Book 66 of Maps at page 76 and 77, filed November 19, 1981. TO RESERVE AND TOGETHER WITH a non-exclusive easement for road and public utility purposes over a strip of land 60.00feet in width, lying 30.00 feet on each side of the following described road centerline, including a 50.00 foot radius cul-de-sac at the Southerly terminus of said road centerline and also including 20,00 foot return curves on the exterior easement limes at said cul-de-sac and at Hoffman Road_ BEGINNING at the North quarter corner of Section 10, being as described on that certain Record of Survey Map for the Thermalito Irrigation District. which map was filed in the office of the Recorder of Butte Bounty, California in Book 69 of Naps at page 33; thence North 0 52' 04" west for 30000 feet to the Northeast corner of that certain parcel of land described in deed -to Joseph F. Vielbig, Jr, et ux. recorded in Book 1344 of the Official Recorda of Butte County, California at page 1831 thence following along the Northerly boundary line of said Vielbig parcel and along the centerline of Hoffman Road South 90.' 01' 07" West for 173.74 feet to the Northwest corner of -said Vielbig parcel; thence following along the Westerly boundary line of said Vielbig parcel, South 0' 52' 0 " East .for 30,00 feet to a point located in the Southerly boundary line of said Hoffman Road, said point being the true point of beginning for the centerline herein described; thence from said true point of beginnin South 0' 52' 04" East along said Westerly boundary line for 11.64 feet to the beginning of. a tangent 110.85 foot radius curve to the right; thence followin along the are of said curve through a central angle of 38° 05' 39" for an arc distance of 73.70 feet; thence leaving the arc of said ourve along a radial line North 520 46' 30" West for 20.00 feet to the end of said described centerline. TOGETHER WITH a non-exclusive easement for road purposes and public utility purposes over a strip of land 60 feet in width. lying Northerly from and contijkuous to the line beginning at the line beginning at a point on the West line of said Parcel One as described in the Parcel Map recorded above, igj 005 Page 3 of 3 Which point is South 1' 49' 23" West 30 feet from the Northwest cornerof said above described parcel Oae; thence froln said or less poithe nt of beginning South 76' 450 30" East e al North line of said Section 10; thence along Sart line South 89' d East 512000 feet more or less to the North quarter cornax' °f said Section 10; thence continuing along the North line of said Seo 10° South W 54• East 720.00 feet; thence North 11' 32° 'East along the South line of the property conveyed to L. S. Schager b deed dated July 8, 1955 recorded July 12, 1955 a et ux, y said South line, distance of 147000 feet thence continuing along North $6" 18° Ea9t 774000 feet, South 68 '28° East 445-54 feet to the Northwest corne.of that certain property dEscribed 171 — Deed to Fa S. Varshall, dated October 30r 1942, recorded December 3, 1942 book 305 Official Records page 4.73; thence along the northerly line -of said F. S. Marshall propertyo Easterly to the East line of said Section 3 said point being 381°50 feet Northerly of the Southeast corner thereof. END of DpcuMENT I REFER TO CALIFORNIA TITLE ALL NOT SECT/ON 13 3 7- SKIRTING SH BE INSTALLED UNTIL ALL UA?PROVEDa OR N INSPECTIOS HAVE BEEN MANUFACTURED HOME SEE ATT - -- - - ACHED � CALIFORNIA HCDa FACTORY INSTALLED FIRE NOTICE OF I f SUppRESSION SYSTEM EMERGENCY ACTION ^_ II COMPLY H SDF/ C TO AL FIRE: 1 REQUIREMEN 1 pIVISION AC LIFOR FIND VISIONL. TOF FORESTRY / r LIFORNIA R INFORMATION FOR _ Q_UIR_EMENTS AND INSPF_CTI O ' �C ? VAP �& LP' PLL 6G SVC- �9.A SN ZO (3 i (COMPLY WITH 2007 CBC 7A, COF/ CAL FIRE APPROVED MATERIAL N FPA 58 _ I REQUIREMENTS SEE HANDOUT FOR LPG TANK LOCATION MINIMUM CALIFORNIA CODE OF CURRENT INFORM-.,ATION ON AppROVEO DISTANCE FROM PROPERTY LINES OR I i MATERIALS FROM CAL FIRE / CALIFORNIA STRUCTURES FOR SVO GALLONS OR REGULATIONS TITLE 25 ' DIVISION OF FORESTRY �c - - ----- REQUIREMENTS AS AMENDED ++ LESS, LPG TANK SMALL BE �� FEET -- - BY THE JURISDICTION APPLY Assessor's Parcel Number:1(70.S p' U �j 0• S 7 TO THIS PROJECT ❑a aaa-ora sCaIt Owner Name�� a Address -%.Phone No: A --� Site Locator 13 /_S, n�,'�-f� cl.; f �.. ._ c !Cot (t l' N i �`+ oU N �- _rpq THE 2007 CBC, CMC, CPC, , CEC, AND 2005 CALIFORNIA i y ENERGY STANDARDS AS AMENDED SY THE JURISDICTION APPLY TO THIS PROJECT. E N OTE: SEE STRUCTURE PROPERTY OWNER IS RESPONSIBLE FOR SETBACK ATTACHMENT DETERMINING LOCATIONS ^' PROPERTY LINES ,-- AND EASEMENTS`` --4- GAINING REQUIRED FOR SLOPED BUILDING L SETBACKS FROM. -ERTY LINES AND SITES EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING ` A OFFICIAL. I ALL COVERED DECKS AND --'� W OPEN DECKS f T,� - - - - — -- 1 EXCEEDING 36 �- SQUARE F �!N EET IN AREA WILL REQUIRE A BUILDING PERMIT ,. NOTE y SITE CONDITIONS a t�,{�/ V ENGINEERING MAY BE REQUIRED IF ANY OF THE FlorvD LAnoe"'g?y '\ ; FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT !/ \X! -PROVED PLANS: p,. t..., , Iii\ ._ FUTURE STRUCTURE '1, f INSTALLATIONS INDICAOTED PLOT PLAN ON THE WILL BE REQUIRED TO MEET THE REGULATIONS REQUIRED' AT THE TIME OF PERMIT l APPLICATION SHOWN ON THEA I•i • EXCESSIVE SLOPES `/' • EXPANSIVE SOILS F'.t • EXCESSIVE CUTS OR FILLS I • ,ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL fi CONDITIONS 96 G t -T- - _—.—- - 010A BUILDING PERMIT# ASSESSOR'S PARCEL#3 D Da jut 7 �6J7/C L�4HJhrint� ` I 0 N Z W is -<J 3 Z ¢ J 3 /�/i►/ J 0 0,6 1 V �Z0 f) 0WQ r. E M(nLL20LL I ti N Z 040z LU LL 0 ZWOIL 0 i 0 0 0 z I UW 0► -z Oa 1 DI N s NaOaW i LLI Z M -LL W ANO LL J r P, n e IPO, yrs` FOR OFFI E -USF nA11 v-, PROVIDE FORALL Zoning::. - D • . APPROVED PLANS -AN �-- _ General Rl� .� . _ �-- I I PERMITL INSPECTIDNS SITE FILE =COPY , Size, ACreS FOR AL ? al V Al S� ?V7D_7#1(1 N3NMC) Ad0oa , EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING, THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS .._ . ' ! DESIGN: JP CHECKED: JMR DATE: 10/1/08 SCALE: SHOWN JOB NO. 853 S�4QQT NCL MonAwl GENERAL CONDITIONS: FRAMING/LUMBER. J I MUU I UMML. UC0IVIV RpFESS/pN .buildersi n U.O.N. , P q - shall in conformance with the 2007 CBC .and applicable Municipal, State and Federal regulations including OSHA safety 6 1 Alla wood m contact .with concrete,, shall be pressure treated Hem Fir or Douglas Fir at the option 7 CALIFORNIA BUILDING CODE 1 1 All work s a be co o PP P 9 9 Y diameter,BUILDING :CODE. 200 standards. 6-2 Lag screws shall be screwed, not driven, into pre -drilled holes of 2/3 the shank 1-2 The drawings and calculations represent the finished structure. The Builder is responsible for the methods of construction. These 6-3 Holes for bolts shall be bored with a bit 1/32 to 1/16 - larger than the nominal bolt diameter. c� Z BUILDING USE: SINGLE-FAMILY RESIDENCE r, methods include forming, shoring, bracing, scaffolding etc. The Builder shall provide all measures necessary to protect people and 6-4 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pipes, a 5 90- r^ rn during construction. " min hick and II fastened across and to each side of the opening with not less than 6-16d nails C � ' property 9 metal tie 0.058 t '1 1 /2 wide shall be aste ed p 9 1-3 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies, The Builder is responsible for P 9 Y 9 9 9 per CBC 2308.9.8, OCCUPANCY. CATEGORY: II (PER TABLE 1604.5) coordinatingwith other trades and scheduling inspections. All work is subject to Building Department field Inspectors approval If a 6-5 All framing anchors, clips, straps,, hangers, holdowns, etc., shall be manufactured by Simpson Strong Tie Company U.O.N.and installed .. h engineer m n liability for , 9 �P building permit and certificate of occupancy are not obtained byte owner for this project, then the eng ee assumes o ab ty o per manufacturers recommendations. FLOOR LIVE LOAD: UNIFORM: 40 PSF this structure. 6-6 U.O.N, framingshall be connectecj per nailingschedule per Table 2304.9.1 of the CBC. TF \Fp 1-4 The Budder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of 6-7 Where exposed to weather, nails :shall be galvanized. CONCENTRATED. N/A OF CAL an discrepancies. before purchasing materials or scheduling labor. 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot -dip galvanized steel meeting `0, 1 1-5 Should an changes be made from the design as specified in these drawings without written approval from the Engineer, then the ASTM A153-03. y f Engineer well assume no responsibility for any element o the structure. 6-9 2x solid blocking shall be provided over all bearing walls, shearwalls, or other supports. Where manufactured I joists are specified, ROOF LIVE LOAD: 20 PSF 1-6 Additionallans that may be Included with this plan set (site plan, Oectrlcal, plumbing, HVAC) are by others. The builder s responsible r manufacturer's recommendations. P Y iIblocking requirements listed hereon are to be considered minimums and shall be Increased as per (FOR 4:12 PITCH OR LESS) for coordinating and ensuring accuracy of plans by others. 6-10 Slices and joints In double top late of stud bearing wall shall occur at the center line of supporting stud. SUBMITTAL SET r infiltration into the building through h roof, walls or floor, The owner is responsible for P J IP 9 _ 1-7 The Builder is responsible for preventing Ovateild g t oug the o P 6-11 All studs to have double top piat;es of the same dimension as the studs. Top plate .splices of stud walls shall use 8 16d sinkers at all maintaining all systems designed to prevent moisture from entering the building, The Builder is also responsible for preventing water to late splices u.n,o. SNOW LOAD: 37 PSF inside the building cavities including but not limited to the roof, walls and floors. P P P condensationg 9 � , � , , 6-12 Fire block wood studs at mid -height where stud length ,is over 10' -0". PER -BLDG. DEPT, fl I engineer in writing if I Is. The structure is not 9 9 ( ) 1-8 The budder or owner shall determine If the structure Is in a flood plain ¬ify the eng nee t g t 6-13 Carr all upper level posts into lower levels and provide solid blocking :under all posts In floors or continue post. designed to resist the effects of flooding. Y PP P P 9 9 6-14 Where 2 or more .trimmers occur, use solid blocking at the floor level :continuous to the foundation. r n fully shown or detailed on h plans, their construction shall be of similar character to ( ) �' 9 1 9 If certain features of the .structure are of u y the p , .. 6-15 All structural lumber shall be Douglas Fir Larch as graded by; the W. W.P. A, or W.C.L,I.B. and shall have a moisture content less than conditions shown on the plans WIND DESIGN DATA: ' i n m he en 19% and be of .the following grades unless otherwise noted: -1-10 All sheets that contain engineering requirements Included In this pan set must be wet signed and stomped by engineer to be valid. t g 2 x 4 studs .. . Standard and Better 1-11 The builder shall insure that the building meets all set back requirernents from slopes according to the requirements of Figure 1805.3.1 of the CBG 2x & 4x Structural Light Framing .. #2 :Grade BASIC WIND SPEED: 85 MPH (3 SECOND GUST) • . 2x & 4x Joists and Rafters .�'. #2 Grade 1-12 An conditions noted as existingmust be field verified by the contractor and an discrepancies must be brought to the attention of Y Y 4x & 6x Beams and .Posts . ': #1 -Grade the engineer prior to continuing with construction. g WIND IMPORTANCE FACTOR: 1.00 (TABLE 6-1 ASCE 7-05) Roof Sheathing (over supports spaced at 24" ox, maximum): *Supporting composition or metal roofing: Use_ 1 2" APA rated exterior 32/16 PP 9 P 9 /: , N WIND EXPOSURE: B FOUNDATION SITE WORK, •All sheathing .with face groin .perpendicular to framing, stagger panels and mall with 8d at 6"/12" o, c. U.O, - •Wall Sheathing: See plans where occurs 6-16 Roof rafters shall be sized per CBC Tables U.O.N. R CLASSIFICATION: ENCLOSED BUILDING _ n n h plans. ThENCLOSURE CL SS 2 1 The Builder is responsible for locating all buried objects that may be encountered but that are not show o these p a s. a II m r i h effects of shrinkage. The Engineer shall not be responsible 6-17 The builder shall take a easu es necessary to protect framing .from the e ects g gASCE 7-05 SEC. 6,2 foundation is designed to be placed on a level pad on undisturbed and non -expansive soil. The Builder shall notify the Engineer in r m framing members h effects f shrinkage, All new framing dumber shall have 19% maximum ( ) ni it I or i r found h site. The engineer has not made for damage to a g or finishes due to the e ec o s writing If any unusual soil conditions such as organic soils, clay, uncertified fills are ou d at the g 9 9 moisture content at time of Installation. a geotechnical review of the site. _ _ f OUTWARD 9 6 19 Plywood sheathing shall conform to PS 195. U.O.N. roof sheath,n shall be CDX APA rated or OSB equivalent. Apply face grain COMPONENTS .AND CLADDING. 20 PSF-INWARD OR OU D II in and approved b the Building Official before concrete is poured. Engineered fill may be used as 9 9 2-2 All excavations shall be inspected pp y g a b P 9 Y perpendicular to framing and stagger panels u-o.n. Edge nail at gable end trusses,drag trusses, freize blocking, and all .supported existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction edges. per ASTM D 1557. FIII material shall be free from debris vegetation, and other foreign substances. All excavationsgrading and fills 6-20 Where a wall is labeled as a shearwall such wall shall be continuouslyshear paneled and nailed as required per schedule from the roof firm native below fr lin 1 min. U.O.N. SEISMIC DESIGN DATA: shall conform with CBC 1803. Footings shall extend into I at a sod with 'a footing depth be o frostline Z _ -foundation sill late. _ Where floor or other;., element disrupts the continuous paneling, , s ecial detailin �s required. Where . plywood -to P• e e a o P P 9 P 9 - - Th owner I responsible for i 2 3 The builder shall conform to all requirements of geo technical report prepared. by ATC dated 8/23/06. e o e s p special detailing is not .provided,: connections .shall, be requested by builder. Y -V .., providing eo-technical report to builder and engineer If one exists. - 1 All headers to be as follows for openings s not to exceed �_,_ In. bearing.walls U.O.N. on Ions. P 9 9 P 9 6 2 P 9 � P ;. 2-4 The bottom of all footings shall be clean and level. - 2x4 stud wall x tud wall 1_ "- 9 2 6 s SEISMIC IMPORTANCE, .FACTOR:. 1.0 (TABLE 11.5-1 ASCE 7-05, , Is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. A minimum of 4 x 1 6 2 5 Builderp P 9 9 9 2 x 12 pipe sloped to daylight shall be used U.O. on la For openings greater than "a 4 iliometer perforated p p pp 6-22 All headers to be as follows for (openings not to exceed 4 in non bearing walls, U.O.N, on pions, o ape gs 2-6 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 5 feet. 4 use header s ecified for bearir� wall U.O.N, on lans: MAPPED' SPECTRAL RESPONSE: SMs = 80.9% SMI = 42.8% - responsible for locatin and securing in lace all anchor bolts, holdown anchors, post bases, plumbing and other ACCELERATIONS 2 7 The budder shall be g 9 P P P 9 2x4 stud wall 2x6 stud wall embeded objects prior to placement of concrete. j 4 x 6 6 x 6 „ „ „ 2-8 Anchor bolts are to be a minimum of 1/2" 0 with 7 minimum embedment into concrete and spaced at 6 o. c. maximum U,O.N, r for ceiling joists and rafters / 6-23 Provide 1-3/4 minimum bearings at end supports and 3-1/2 minimum bearing at intermediate supports g J SITE. CLASS: D " r min: 12 max, from h en of sill late with a minimum of two anchor bolts per sill Anchor bolts shall be placed 7 bolt diameters / qac d p P unless. otherwise noted on plans. w., . U hick washers refer "Shear Wall schedule for additional anchor bolt requirements. _ v n incorrectlyI use Tlten HD screws mf b plate. All .anchor bolts shall have 3 x 3 x .229 t to S e q 6 24 Misplaced anchor bolts at sill plate to foundation. Where anchor bolts hove bee placed, 9 Y % 1 = .5% „ ,� „ ,�„ SPECTRAL RESPONSE COEFFICIENTS: SDS _ 53.9 o SD 28 - For retrofit anchor bolts install TITEN HD b Simpson) 1/2 0 w/ 3-1 4 min. embedment or 5/8 0 W/ 3-3/4 embedment. Install Simpson. The Titen HD shall haw h some diameter and washer' as the missing bolt with a minimum length of 6 and be installed 2 9 o et ( Y P ) / S pso e the 9 ,9 , �"�.. . n with w Ianchor I Th ll e installed at the same spacing as required for the missing bolts. The Titens may per manufacturer's recommendations. Direct 1, 1 replacement t Asher per typical bolt, per mfg. recommendations. e new anchor shall b P g q 9 Y _ D - shall extend at least 6 inches above the adjacent finished rode. Individual concrete or masonry piers shall be used at shearwalls with s acirn to match required spam on shearwall schedule. SEISMIC DESIGN CATEGORY: 2 10 Foundations supporting wood s o J 9 Y P g q 9 r at least 8 inches above exposed round unless the columns or posts that the support are of approved wood of natural project P 9 P Y resistance to decay or treated wood is used. SEISMIC -FORCE -RESISTING SYSTEM; LIGHT FRAMED SHEAR WALLS U in -11 Footings on or adjacent to slopes must comply with figure 1805.3.1 of the 2007 CBC. A geotechnical engineer must approve 2 9 placed J P ii� °' footing placements in violation of this figure. This engineer shall not be Liable for cny foundation placed in violation of this section, ROUGH CARPENTRY. W a W DESIGN BASE SHEAR: SEE STRUCTURAL CALCULATIONS v r Z 0 C-) 7-1 Where plumbing, heating, or othier ducts are placed on a ,partition requiring the cutting of the double plates, a Simpson LSTA24 strap W N0 o In J J J a _ CONCRETE: h II fastened to each side f h plates. SEISMIC RESPONSE COEFFICIENT; Cs 0.10 e W W a a d shall be o the ZIP r ch end m n header over 6 -0" Ion and one trimmer at each end less than or equal to 6'-0" W Q N N z � 0 7 2 Use two trimmers at each of each beam and g, o. i» w iii w m W W F O . _ n unless otherwise noted on n W _ o --o v t7 v 3-1 All concrete shall have o minimum f c - 2,500 psi after 28 days curing .unless otherwise noted. long u ess plans. RESPONSE MODIFICATION FACTOR. R - 6.5 -Z .. , .. 3-2 Materials used to produce concrete, concrete itself and testing shall comply with applicable standards listed in ACI 318. Aggregate size 7-3 Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur, U. .0. Z v p o W a P » P Y _ (TABLE 12.2-1 ASCE 7-05) - x M O W P Z c shall be a maximum of 1-1/2 in foundations and 3/4 at all other locations. o L W .. v IIx 0) W'I 3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. to v ASTM -150-04 and shall be T II or :_T e III low alkali. 3 4 All cement used shall conform to S C Type yp r Section GLUED -LAMINATED / MANUFACTURED LUMBER., DATA: 3 5 Concrete exposed to freezing or thawing shall be protected m accordance to the latest .edition of the ACI code and CBC Sect o - SOIL D 1904.2.1 through 1904.2.3._, 3-6 Vibrate concrete around oil bolts, rebor and surfaces. Construction Joints shall be clean and wet prior to pouring concrete. _ _ h f comber f R = 1600 unless noted otherwise. 4 8 1 ..All glue lams .shoo be of the following grades with a c_mbe o SOIL BEARING: 1,500 PSF PER. CBC TABLE 180 .2 3-7 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4 chamfer, unless specifically noted otherwise. N i A P J 9, Glu -Lam Timber. A S / ITC A190,1.-1983 2,000 PSF AT RETAINING WALL FTGS. 3-8 Calcium chloride admixtures or chloride -based admixtures shall not be used. Simple 5oans 24F -v4 DF/DF Combination FOR ..DEPTH .INCREASE OF 20%/FT. Cantilevers . 24F -V8 DF/DF Combination 8-2 Glue -lams shall be specified on plans. Glue -lams exposed to weather must be rated for exterior use by the manufacturer per CBC REINFORCING STEEL IN CONCRETE. P P P 2303.1.3 Waterproofing of exposed ends shall be provided- by others. Glued -laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D3737. 4-1 Reinforcing steel shall conform to the provisions of ASTM A -615/A 615M -04a, Grade 40 for #4 bars and smaller and Grade 60 for #5 8-3 All manufactured wood products; shall be installed per manufacturers recommendations. f rmed. 5 and larger rebar shall not be re-bent. Welded wire fabric shall conform to the - lumber, ■ ■ bars and larger.- All rebar is to be deo # g a 8 4 Boise Cascade, TrusJoist MacMillian or equivalent shall; provide ..manufactured lu be . provisions of ASTM A 185-02. Minimum design values shall L7e as follows U.O.N. on plan: cc II shall not be less than 62 bar diameters of the larger bar. Horizontal las in adjacent bars shall be staggered 5 - 0 F it i E sl 4 2 All lap. splices s a 9 P 1 99 Specification b (p�sl) fv (psi) Fc (psi) (psi) minimum. Microllom LVL 26(00 285 2510 1.9 E6 W 4-3 Reinforcement cover shall be as follows: TimberStrand LSL 22'50 400 1950 1,5 E6 Concrete cast against and permanently exposed to soil. 3 clear Parallom PSL 200 290 2900 2.0 E6 Concrete with soil or weather exposure: #5 bgrs and smaller: 1 1/2" clear Versa -Lam 2300 285 3000 2.0 E6 6 bgrs and larger: 2 clear 8-5 Manufactured I joists shall be installed per the manufacturers recommendations using a deflection limit of 1/480. Use a LU # g J ' "I" ` r III ions where ledgers are used such as deck ledgers). Concrete without soil or .weather exposure. 1 clear manufactured rim board with alll I joists, Use o double nm board a# a locations g ( 4-4 All reinforcing steel shall be .accurately secured inpositionbef before and during concrete placement,: f concrete m 4-5 All reinforcing steel shall be .clean at the time o co c ete pIace ent. WOOD TRUSSES: CONCRETE SLAB CONSTRUCTION: 0 J 9-1 Truss design drawings shall be (provided with the shipment of trusses delivered to the Job site. . 9 2 Truss design drawings shall incliude at a minimum, the information specified In CBC Section 2303.4.1.2. - r A h I i h kcontrol r kin 9 9 � P 5 1 All slobs on rade shall be per the contractor. s such t s the contractor's sale responsibility to take steps to cracking at � hh LU 9 P P Yg 9-3 .Trusses are to be stamped on the bottom chord within 2 ft of the center span with the name of the .manufacturer, the loading i1.6, all slabs to the satisfaction of the owner. criteria, and allowable spacing, leer CBC 2321.4.. ~ 5-2 Gravel or sand base shown is to provide structural base for slab only. No provisions for preventing groundwater Infiltration o the slab 9-2 The truss design drawings shall bear the name and seal of a registered design professional, are included. If slab must be maintained In a dr condition then dump-proofingwith 2 sand over 10 and visqueen over 4 ea ravel s review napproval efore fabrication. Y q P 9 9-3 Truss manufacturer shall submit drawings and colculot:Ioria to all governing .agencies .for re a and b _ r base is recommended. 9-4 _ Truss calculations shall reflect FAU load .where applicable. The budder and the truss mf are responsible for ensuring that the trusses 5-3 Slabs on grade shall be 4 thick and placed over 4 minimum of free draining aggregate base compacted to a minimumof 95% are built to the proper dimensions. Thebuilder der Is -responsible 'for locating the FAU unit on trusses es that are designed to support the - ; to relative compaction, unless noted otherwise. load. w% 5_4 Crack control jointing is designed by the builder, unless shown on fcooridat,an plan. The maximum spacing of joints ints s oII not 9_5 Provide no less than {1) 4x po,t under o 2 p!or reate- gitder truss supports as noted on plans, whichever Is gr ater. - All truss to truss connections r designed b the truss `roanufocturer and shall be specified on the truss -la out plan, �. �+ ,10 m any direction.9 6 ca e d g y P Y V. 13 LJT yy LU - P" s' t I L,� N i BUILDN`0_11 - F - a P ROVFM n 1. 2 - #4OND BEAM 1 2. SOIL. 91, MIN. BELOW WOOD. DO NOT BACKFILL UNTIL 14 _ DAYS MIN. AFTER POUR 2 3. #5 @ 9„ o.c. VERTICAL x usNE PR ECL oPERTY OF STREAMLINE ENCINEERINC- OQ 4. #5 @ 18„ O.C. HORIZONTAL THIS SHEET SHALL NOT BE REPRODUCED WITHOUT 5. WATERPROOF MEMBRANE WRITTEN PERMMSION. DESIGN BY CONTRACTOR 3 6. 24 x 12 DRAIN ROCK WITH g 2 CLR. FILTER FABRIC WRAP & 3 0 ` REVISIONS 4 PERFORATED PIPE TO DRAIN " 8 S TEM 7. #4 @ 9 O.C. xX Q 5 8. 6 - #4 CONTINUOUS _ 9. #4 @ 18 o.c.` 6 10 CONCRETE @ FOOTING PER _ NOTES ON S-1 7 N 11 #4 CONTINUOUS _IRSPECIAL NOTE: BUILDER TO 8 STRUCTURAL DESIGN. JMR MAINTAIN A MINIMUM 9 CLEARANCE OF 4 MEASURED CHECKED. JMR FROM CENTERLINE OF 10 STEMWALL TO FACE OF ALL DATE: 10/1/08 OTHER FOOTINGS _ 11 ALE: M SC SHOWN JOB OB NO. 12" 1 9 853 51-311 S91=[=_T NO. e N.T.S. CONCRETE RETAIR I G ALL 1 ,i 'z ;. ': L ia:'.. � cwx; .. '�x"'�:�' �i src.✓. y�.1 r I GENERAL CONDITIONS: - 1-1 All work shall be in conformance with the 2007 CBC and applicable Municipal, OSHA Safety, State, and Federal regulations. 1-2 The drawings and calculations represent the finished structure. The Builder is responsible for the methods of construction including forming, shoring, scaffolding etc. The Builder shall provide all measures necessary to protect people and property during construction. 1-3 The Builder is responsible for obtaining all necessary approvals, permits, and inspections from oil governing agencies. All work is subject to Building Deportment field inspector's approval. If a building permit and certificate of occupancy are not obtained by the owner for this project, then the engineer assumes no liability for this structure. 1-4 The Builder shall verify all`bimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of any ' discrepancies. before purchasing materials or scheduling labor. 1-5 Should any changes be made from the design as specified in these drawings without written approval from the Engineer, then the Engineer will assume no responsibility for any element of the structure. 1-6 Streamline Engineering is providing a foundation plan only for his project. Streamline is not the Engineer of Record for this project, Additional plans that may be included with this pion set (site plan, grading plan, mfg, home plans,) are by others. The builder is responsible for coordinating and ensuring accuracy of plans by others. 1-7 The builder or owner shall determine if the structure is in a flood plain & notify the engineer in writing if it is. The structure is not designed to resist the effects of flooding. 1-8 If certain features of the structure are not fully shown or detailed on the plans, their construction shall be of similar character to conditions shown on the plans 1-9 The builder shall insure that the building meets all set back requirements from slope; according to the requirements of Figure 1805.3.1 of the CBG 1-10 The design criteria (i.e. snow load, seismic design category, wind speed/exposure) used for the mfg. home is determined by others. It is not the responsibility of Streamline to verify the accuracy of this design criteria. 1-11 The builder shall not determine finished dimensions by scoling the plans. Scales shown are for reference only. 1-12 Placement of the home shall be per the mfg's installation manual: The builder shall be responsible for following proper set-up procedures. FOUNDATION / SITE WORK; 2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The foundation is designed to be placed on a level pad on undisturbed and non -expansive soil.- The Builder shall notify the Engineer in writingif an unusual soil conditions such as organic soils, clay, or uncertified fills ore found at the site. The engineer has not mode Y 9 Y 9 a geotechnical review of the site. 2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as existingrade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction 9 9 9 P P per ASTM D 1557. Fill material shall be free from debris, vegetation, and other foreign substances. All excavations, grading and fills shall -conform with CBC 1803. Footings shall extend into firm native soil with a footing depth below frostline 12" min. U.O.N. 2-3 The owner is responsible for providing geo-technical report to builder and engineer if one exists. 2-4 The bottom of all footings shall be clean and level. 2-5 Builder is responsible for providing drainage behind oil retaining walls such that water can not accumulate behind walls. A minimum of 4" diameter perforated pipe sloped to daylight shall be used U.O.N. on plans. 2-6 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 5 feet. 2-7 The builder shall be responsible for locating and securing in place all anchor bolts, hbldown anchors, post bases, plumbing and other embeded objects prior to placement of concrete. 2-8 Anchor bolts ore to be a minimum of 1/2" 0 with 7" minimum embedment into concrete ands aced as shown on Ian. Anchor bolts P P shall be placed 4" min. and 12" max. from each end of sill plate with a minimum, of two anchor bolts per sill plate. All anchor bolts shall hove 3"x 3"x .229" thick washers, 2-9 For retrofit anchor bolts install TITEN HD (by Simpson) 1/2" 0 w/ 3-1/4" min, em4edment or 5/8" 0 W/ 3-3/4" embedment. Install per manufacturer's recommendations. Direct 1:1 replacement with washer per typical anchor bolt. 2-10 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support ore of approved wood of natural resistance to decay or treated wood is used. 2-11 Footings placed on or adjacent to slopes must comply with figure 1805.3.1 of the 2G07 CBC. Aeotechnical engineer must approve 9 9 PP footing placements in violation of this figure. This engineer shall not be liable for any foundation placed in violation of this section. 2-12 Provide on 18" x 24" under floor access and screened under floor vents per code. 2-13 Foundation stemwalls may be 8" cmu with all cells grouted and #4 0 24" o,c. horizontal and vertical. CONCRETE: 3-1 All concrete shall hove a minimum f'c = 2,500 psi after 28 days curing unless otherwise noted. 3-2 Materials sed to rod ce con r t n r t 't If d t t' h II 1 'th TABLE I CONCRETE FOOTING DIMENSION AT MARRIAGE LINE SUPPORT PIERS ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF SEE MFGR'S PLANS FOR MINIMUM PIER CAPACITY UNDER RIDGE SUPPORT POST MAXIMUM PIER LOADS (LBS) SEE NOTE 1 FTG. SIZE STEEL @ 3" ABOVE BOTTOM W L D 1500 16" 14" 12" N/A 2000 16" 18" 12" N/A 2500 16" 23" 12" N/A 3000 16" 27" 12" N/A 4000 24" 24" 12" N/A 5000 24" 30" 12" N/A 6000 30" 29" 12" 3-#4 E.W. 7000 30 „ 34 „ 12" 3-#4 E.W. 8000 32" 36" 12" 4-#4 E.W. 9000 36" 36" 12" 4-#4 E.W. 10,000 36" 40" 12" 4-#4 E.W. 11,000 36" 44" 12" 5-#4 E.W. 12,000 36" 48" 12" 5-#4 E.W. 13,000 36" 52" 12" 5-#4 E.W. AT MARRIAGE LINE. -� SOUTHERN PINE OR HEM -FIR. K PIER CAP a 2. MIN. 314" TRIC P HEM -FIR OR SOUTHERN DETAIL A PINE. 3. MIN. 2" SOLID CONCRETE CAP BLOCK. 1 4. HOLLOW -CORE CONCRETE z BLOCK w/ CELLS VERTICAL 3 5. FOR OH LESS THAN 48" NO GROUT REQUIRED 5 H 4 FOR FH > OR EQUAL TO 48" PERMIT SET F FILL ONE PAIR OF OPPOSITE CORNER CELLS AS SHOWN IN DETAIL A WITH GROUT AND REBAR -` s^ I 6. CONCRETE PAD ON GRADE THICK „ , „ „ I WITH W' & L PER TABLE I L w 7. #4 REBARimp lot MARRIAGE LINE SUPPORT P T N.T.S. 1 . CONTINUOUS 3/8" CDX PLY. 1. <FINISH SIDING OR TRIM FLOOR TO MUDSILL WITH ; C9 " " 2. 4x4 DF BLOCKING 8d@6 /12 I 1 „ 1 2. 4 x 4 D.F. BLOCKING 9 10 11 3. .,VERTICAL #4 REBAR @ 32 O.C. 8 : 3. FINISH SIDING OR TRIM 2 CENTER IN STEMWALL 4. 2 x 4 P.T. PLATE W/ 1/2" x 10" 4. 2 - #4 CONTINUOUS WITH ANCHOR BOLTS WITH 3" CLEAR TO BOTTOM SPACING PER TABLE III _ Z 3 I Map 5. HORIZONTAL #4 REBAR 18 -. 13 � CO ON THIS,SHEET WITH -o ; O.C. TYP. LU WASHER PER NOTES v Z 8 6 : y 6, 2 x 8 x 16" P.T. PAD 4 Q 5• BASE ROCK WITH OPTIONAL ab _ 7 1p PW > g ' dl' 7. 2 x 12 P.T. PAD WITH 6 MIL VISQUEEN. BUILDER � WILL DETERMINE IF VAPOR - I' SPACING PER TABLE II z BARRIER IS REQUIRED 7 5 p: o OR 24"x 24" ABESCO PAD cu INSTALLED PER MFGR'S. 11 �,� 6. 8 x 8 x ,16 CMU BLOCK WITH 0 _ RECOMMENDATIONS o 00 000 000 0 000 II< rn u p u c e e, co c e e se an es rng s a comp y wi applicable standards listed in ACI 318. Aggregate size SPACING PER MFG. 7. 2x WEDGE BLOCKING 6�� 0,J00 0'0 00 0 0 0 00 0 0 II " ° shall be a maximum of 1-1/2 in foundations and 3/4" at all other locations. / /�/ -Y _ 8. 8 x 8 x 16 CMU BLOCK r� 11111 , 3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. � 9. 2x WEDGE BLOCKING 0 0 0 0 0 0 0 0 o poo p 0 _ V 3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali FG OS 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC Section 1904.2.1 through 1904.2.3. 3-6 Vibrate concrete around all bolts, rebor and surfaces. Construction joints shall be'clean and wet prior to pouring concrete. 3-7 All projecting corners of slabs, beams, columns, etc, shall be formed with a 3/4" chamfer, unless specifically noted otherwise. 3-8 Calcium chloride admixtures r - mix r h a hl ri o c ode based admixtures es s a I not be used REINFORCING STEEL IN CONCRETE: 4-1` Reinforcing steel"shall conform'to the provisions of ASTM°'A-615/A 615M -04a, Grade 40 for #4 bars and smaller and Grade 60 for #5 bars and larger. All rebor is to be deformed. #5 and larger rebor shall not be re-bent. Welded wire fabric shall conform to the provisions of ASTM , A 185-02 4-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal lops in adjacent bars shall be staggered 5' - 0" minimum. 4-3 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" clear Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear TABLE FOOTING SIZE FOR INTERIOR PIERS PERIMETER STEMWALL ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF ANCHOR ON -CENTER PIER SPACING PIER LOAD PAD SIZE SIZE 6' 2,000 # 2 x 12 x 24" 7'-6" 2,400# 2x12x30" 0 0 0 0 0 0 0 8. CHASSIS BEAM 6" : - LINEMFLOOR12 4 . • •. N CV (Q 10. CHASSIS BEAM PER MFG. - : CM to a MIN v FRA G PER MFG. i io 11. FLOOR FRAMING PER MFG. W V 10. 2x8x16"P.T.PAD 0% z 5 _ o� ' N 12 BASE ROCK WITH OPTIONAL W a 0 0 in J a 11. 2 x 12 P.T. PAD WITH o r a a T BUILDER D - o - FRGS VISQUEEN. 3 6 MIL VISQU d L Z J r r - o� LE v SPACING PER TAB I I � LINE PER 1,3„ WILL DETERMINE IF VAPOR W 5 a N N a z F � � OR 24 X 24 ABESCO PAD BARRIER IS REQUIRED d w v o) os W W 0 1 0 BLDG. DEPT. W - w co o 1 3 12 INSTALLED PER MFGRS. „ o O � ^ • Mon � � .:; 2 x 4 P.T. PLATE W/ 1/2" x 10 z 0 Q o o o w z W 0 RECOMMENDATIONS 13. - 0 M W C O Z ANCHOR BOLTS WITH o z4'� u. 0 z w W a 24" O.0 m is 12. VERTICAL #4 REBAR @ SPACING PER TABLE I I I W/ HORIZONTAL #4" O.C. @ 12ON THIS SHEET WITH CENTER IN 6" STEMWALL WASHER PER NOTES #6 bars and larger: 2" clear 7 Concrete without sod or weather exposure: 1" enr N.T.S. 7 N.T.S. 4-4 All remforang steel shall be occurotely secured rn position before and dunng concretes placement. FOUNDATION INT. SUPPORT RET ININIG & N.T.S. SUPPORT3 4-5 All reinforcing steel shall be clean at the time of concrete placement. FRAMING / LUMBER 5-1 AIl.wocd,in contact with concrete shall be pressure treated Hem Fir or Douglas Fir rat the builders option U.O.N. 6-2 Lag screws shall•be screwed, not driven, into pre -drilled holes of 2/3 the shank diameter. 6-3 Holes' for bolts shall be bored with a bit 1/32" to 1/15", larger than the nominal bolt diameter - 6 -4 ' Structural members :shall .not be cut for pipes, etc, : unless specifically noted or detailed. Wheretop or sole plates are cut for pipes, a metal tie 0,058" min, thick and 1 1/2" wide shall be fastened across and to each side of th@ opening with not less than 6-16d nails per CBC 2308.9.8, 6-5 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured by Simpson Strong -Tie Company U.O.N. and installed per manufacturer's recommendations. 6-6 Where exposed to weather, nails shall be galvanized. 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 3041 stainless steel or hot -dip galvanized steel meeting ASTM A153- 03. 6-9 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A, or W.C.L.I,g, and shall have a moisture content less than 19% and be of the following grades unless otherwise noted: 2 x 4 studs . . . . , . . . . . . . . . . . . Standard and Better TABLE III ANCHOR BOLT SPACING AT PERIMETER STEMWALL LOCATION OF ANCHOR MAXIMUM WALL LINE BOLT SIZE SPACING ..... _:_ OF BOLTS SHORT WALL 1/2" DIAM. 32" O.C. AT EACH END 2. 8d GALV. @ 6" O.C. EDGES LONG WALL 4 x 4 D.F. BLOCKING AT EACH SIDE 1/2" DIAM. 60" O.C. 6 7 10 -J BARRIER IS REQUIRED F-- V 6. 2 X 4 PONY WALL WITH 4' " " K WITH - 6. 8 x 8 x 16 CMU BLOC 7 STUDS'@ 16"O.C. Z P (X - g SPACING PER MFG. ® U Z 2 7. 8d 6"712 INTO 2 X 4 6 11 cQ _ 7. 2x WEDGE BLOCKING STRUCTURAL CALCULATIONS: 8 @ W is coi PRESSURE TREATED SILL l • x 8. CHASSIS BEAM PER MFG. _ __ 8. UNDISTURBED SOIL o 0 0 o a o 0 0 0 0 00 0 o a 9. FLOOR FRAMING PER MFG. FOUNDATION ANCHORAGE FOR SINGLE- MOBILE HOME ANCHORAGE TO FOUNDATION: -� -� ° -1 I �- 00 0 0 0 0 00 0 000 0 r� „ 1 2 z -� I I ° =I I 9. 1/2 X 10 ANCHOR BOLT / 6 � 10. 2 x 8 x 16 P.T. PAD v FAMILY RESIDENCE BASED ON THE O Wlbldg O WEIGHT OF BUILDING (WT) = 41 PSF - _ W/ SPACING PER TABLE III ,� _11. 2 x 12 P.T. PAD WITH ° - 9 ON THIS SHEET WITH 5 Q �+ 2007 CALIFORNIA BUILDING CODE. WIDTH OF BLDG Wbld 40 FT. N �- WASHER PER NOTES FROST , . , i� SPACING PER TABLE II p� M ►�I ( g) L OR 24"x 24 ABESCO PAD INE PER B LENGTH F BLD' L I = 7 FT. , _ INSTALLED PER MFGR'S. O G O G ( b dg) 0 BLDG. DEPT. I RECOMMENDATIONS GRAVITY LOADS: - 10. #4 TOP AND BOTTOM U.O.N. 10 � O M HEIGHT OF BLDG� (Hbidg) - 9 FT. 1 3 12 12. VERTICAL #4 REBAR @ 48" 0. T+ 12.. ROOF. COMPOSITION SHINGLES 3.0 PSF HEIGHT OF RIDGE (Hridge) = 20 FT. W/ HORIZONTAL #4 @ 18" O.C. CENTER IN 6" STEMWALL 1/2„ OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF LATERAL FORCE PERPENDICULAR TO RIDGE R-30 INSULATION (OPTIONAL) 2.0 PSF C7 rn WIND FORCE (Vwind) = Pwind * Lbld /2 * Hrid e - Hbld /2 ) 5/8" GYPSUM WALLBOARD 3.2 PSF o = 15.9 * (70 / 2)*(20 - 9/2) N.T.S. _N.T.S. MISCELLANEOUS 1.3 PSF Vwind = 8.6 K FOOTING DETAIL 6 FOUNDATION& INT. SUPPORT Z DEAD LOAD 14.0 PSF SEISMIC FORCE Vseismic = .115 * WT/2 MAX. SNOW LOAD WHERE OCCURS 100.0 PSF (Vseismic) ( ) o ( ) Vseismic = 6.6 K < 8.6 K (WIND GOVERNS) 1. MANUFACTURED HOME BY 1. #4 REBAR IN OPPOSITE 20 /o SNOW LOAD FOR SEISMIC 20.0 PSF OTHERS CORNERS. FILL WITH ' ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbld N 1 ( P g) 9 D LATERAL LOADS: O 2. 3/8" CDX OR EQUAL WITH GROUT AS SHOWN FULL ABspacing= 42 in MAXIMUM. 8d @ 6"/12" OR 5/16" HARDf HEIGHT FOR ASSEMBLIES SEISMIC: BASE SHEAR = Cs W FLOOR PLAN 6 BLOCKS AND HIGHER AT FORCE PARALLEL T RIDGE 2 PANEL SIDING WITH 8d HOT EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. LATERALO G DIPPED GALVANIZED NAILS GROUT AS SHOWN. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WHERE: Cs =SDS / (R/l) _ .115 W 1 : SDS = 0.75 MAX., SD1 = 0.4 MAX. PER 2003 NEHRP WIND FORCE (Vwind) = Pwind * (Lbldg/2)* (Hridge - Hbidg/2) @ 6"/12" INSTALL PER MFG. R = 6.5 PER TABLE 12.2 -1 _ .15.9 * (40 / 2) * (20 - 9/2) 3 RECOMMENDATIONS 2. FOR ASSEMBLIES 5 BLOCKS WRITTEN PERMISSION, _ _ Vwind = 4.9 K AND LESS USE DOUBLE;.. -,. � .,�;�,.. : ,. ., ., u 1.0 PER TABLE 11.5 1 (OCC. CATEGORY II) 4 3. PLYWOOD SPLICE O BLOCKS ON P.T. PADS. REVISIONS PERIOD OF STRUCTURE = LESS THAN 1.0 12 SEISMIC FORCE (Vseismic) = .115 * (WT/2) 4. 318" CDX OR EQUAL WITH -16 (MAX.) Vseismic = 6.6 K > 8.6 K (SEISMIC GOVERNS) 6 5. 4 X 6 RIM WITH VENT PER 2 3. CONCRETE FOOTING WIND.. ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * WbldgN ? (5)___ CODE 4. OPTIONAL BASE ROCK USE SIMPLIFIED METHOD PER SEC. 6.4.2 OF ASCE 7-05 6. 8d @ 6"/12" INTO 2 X 4 D PRESSURE = 1 PSF °� ABspacing= 72 in MAXIMUM. : „ _ 7 WHERE: MAXIMUM WIN P SSU 5 9 S r M 6 io PRESSURE TREATED SILL BASIC WIND SPEED V = 85 MPH a:c _ _ _ _ ` 7. UNDISTURBED SOIL 2 IMPORTANCE FACTOR = 1.0 PER SEC. r, r% _ _L I I_I ° -� � �- WIND EXPOSURE = C HEIGHT AND EXPOSURE (L) = 1.21 PER FIG. 6-2 MAX. ROOF PITCH =6 /12 ANGLE = 26.6° TOPO FACTOR = 1.0 Ps = 15.9 PSF MAX. (APPLY THIS TO PROJECTED AREA OF ALL Wbldg TRIBUTARY AREAS, THIS IS 1 2 CONSERVATIVE) ELEVATIOW OF ENDWALL z 1. CONTINUOUS 3/8" CDX PLY. 1/2" X 10" ANCHOR BOLT 1 1. MANUFACTURED HOME BY DESIGN: JMR FLOOR TO MUDSILL WITH OTHERS -d I F 8d @ 6" / 12" 2. 8d GALV. @ 6" O.C. EDGES 9 2. 4 x 4 D.F. BLOCKING 3. 2 X 4 TOP PLATE 3. FINISH SIDING OR TRIM 2 : 8 4. '2 x 4* P.T. PLATE W/( `1 /2" x 10" 4. _, _12" O.C. 18tl SINKER @ 1 ANCHOR BOLTS WITH 5. 3/8" CDX OR EQUAL WITH - SPACING PER TABLE I'II 3 4 „ 8d@,6"/12" OR.5/16 HARDI 2 ON THIS SHEET WITH PANEL SIDING WITH 8d HOT WASHER PER NOTES ? DIPPED GALVANIZED NAILS w 5. BASE ROCK WITH OPTIONAL 5 @ 6"/12" INSTALL PER MFG. 3 6 MIL VISQUEEN. BUILDER _ .: • . ? . ,:: ogogo0000000� RECOMMENDATIONS Q > WILL DETERMINE IF VAPOR 6 7 10 -J BARRIER IS REQUIRED F-- V 6. 2 X 4 PONY WALL WITH 4' " " K WITH - 6. 8 x 8 x 16 CMU BLOC 7 STUDS'@ 16"O.C. Z P (X - g SPACING PER MFG. ® U Z 2 7. 8d 6"712 INTO 2 X 4 6 11 cQ _ 7. 2x WEDGE BLOCKING STRUCTURAL CALCULATIONS: 8 @ W is coi PRESSURE TREATED SILL l • x 8. CHASSIS BEAM PER MFG. _ __ 8. UNDISTURBED SOIL o 0 0 o a o 0 0 0 0 00 0 o a 9. FLOOR FRAMING PER MFG. FOUNDATION ANCHORAGE FOR SINGLE- MOBILE HOME ANCHORAGE TO FOUNDATION: -� -� ° -1 I �- 00 0 0 0 0 00 0 000 0 r� „ 1 2 z -� I I ° =I I 9. 1/2 X 10 ANCHOR BOLT / 6 � 10. 2 x 8 x 16 P.T. PAD v FAMILY RESIDENCE BASED ON THE O Wlbldg O WEIGHT OF BUILDING (WT) = 41 PSF - _ W/ SPACING PER TABLE III ,� _11. 2 x 12 P.T. PAD WITH ° - 9 ON THIS SHEET WITH 5 Q �+ 2007 CALIFORNIA BUILDING CODE. WIDTH OF BLDG Wbld 40 FT. N �- WASHER PER NOTES FROST , . , i� SPACING PER TABLE II p� M ►�I ( g) L OR 24"x 24 ABESCO PAD INE PER B LENGTH F BLD' L I = 7 FT. , _ INSTALLED PER MFGR'S. O G O G ( b dg) 0 BLDG. DEPT. I RECOMMENDATIONS GRAVITY LOADS: - 10. #4 TOP AND BOTTOM U.O.N. 10 � O M HEIGHT OF BLDG� (Hbidg) - 9 FT. 1 3 12 12. VERTICAL #4 REBAR @ 48" 0. T+ 12.. ROOF. COMPOSITION SHINGLES 3.0 PSF HEIGHT OF RIDGE (Hridge) = 20 FT. W/ HORIZONTAL #4 @ 18" O.C. CENTER IN 6" STEMWALL 1/2„ OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF LATERAL FORCE PERPENDICULAR TO RIDGE R-30 INSULATION (OPTIONAL) 2.0 PSF C7 rn WIND FORCE (Vwind) = Pwind * Lbld /2 * Hrid e - Hbld /2 ) 5/8" GYPSUM WALLBOARD 3.2 PSF o = 15.9 * (70 / 2)*(20 - 9/2) N.T.S. _N.T.S. MISCELLANEOUS 1.3 PSF Vwind = 8.6 K FOOTING DETAIL 6 FOUNDATION& INT. SUPPORT Z DEAD LOAD 14.0 PSF SEISMIC FORCE Vseismic = .115 * WT/2 MAX. SNOW LOAD WHERE OCCURS 100.0 PSF (Vseismic) ( ) o ( ) Vseismic = 6.6 K < 8.6 K (WIND GOVERNS) 1. MANUFACTURED HOME BY 1. #4 REBAR IN OPPOSITE 20 /o SNOW LOAD FOR SEISMIC 20.0 PSF OTHERS CORNERS. FILL WITH ' ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbld N 1 ( P g) 9 D LATERAL LOADS: O 2. 3/8" CDX OR EQUAL WITH GROUT AS SHOWN FULL ABspacing= 42 in MAXIMUM. 8d @ 6"/12" OR 5/16" HARDf HEIGHT FOR ASSEMBLIES SEISMIC: BASE SHEAR = Cs W FLOOR PLAN 6 BLOCKS AND HIGHER AT FORCE PARALLEL T RIDGE 2 PANEL SIDING WITH 8d HOT EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. LATERALO G DIPPED GALVANIZED NAILS GROUT AS SHOWN. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WHERE: Cs =SDS / (R/l) _ .115 W 1 : SDS = 0.75 MAX., SD1 = 0.4 MAX. PER 2003 NEHRP WIND FORCE (Vwind) = Pwind * (Lbldg/2)* (Hridge - Hbidg/2) @ 6"/12" INSTALL PER MFG. R = 6.5 PER TABLE 12.2 -1 _ .15.9 * (40 / 2) * (20 - 9/2) 3 RECOMMENDATIONS 2. FOR ASSEMBLIES 5 BLOCKS WRITTEN PERMISSION, _ _ Vwind = 4.9 K AND LESS USE DOUBLE;.. -,. � .,�;�,.. : ,. ., ., u 1.0 PER TABLE 11.5 1 (OCC. CATEGORY II) 4 3. PLYWOOD SPLICE O BLOCKS ON P.T. PADS. REVISIONS PERIOD OF STRUCTURE = LESS THAN 1.0 12 SEISMIC FORCE (Vseismic) = .115 * (WT/2) 4. 318" CDX OR EQUAL WITH -16 (MAX.) Vseismic = 6.6 K > 8.6 K (SEISMIC GOVERNS) 6 5. 4 X 6 RIM WITH VENT PER 2 3. CONCRETE FOOTING WIND.. ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * WbldgN ? (5)___ CODE 4. OPTIONAL BASE ROCK USE SIMPLIFIED METHOD PER SEC. 6.4.2 OF ASCE 7-05 6. 8d @ 6"/12" INTO 2 X 4 D PRESSURE = 1 PSF °� ABspacing= 72 in MAXIMUM. : „ _ 7 WHERE: MAXIMUM WIN P SSU 5 9 S r M 6 io PRESSURE TREATED SILL BASIC WIND SPEED V = 85 MPH a:c _ _ _ _ ` 7. UNDISTURBED SOIL 2 IMPORTANCE FACTOR = 1.0 PER SEC. r, r% _ _L I I_I ° -� � �- WIND EXPOSURE = C HEIGHT AND EXPOSURE (L) = 1.21 PER FIG. 6-2 MAX. ROOF PITCH =6 /12 ANGLE = 26.6° TOPO FACTOR = 1.0 Ps = 15.9 PSF MAX. (APPLY THIS TO PROJECTED AREA OF ALL Wbldg TRIBUTARY AREAS, THIS IS 1 2 CONSERVATIVE) ELEVATIOW OF ENDWALL z ° 8 8. 1/2" X 10" ANCHOR BOLT DESIGN: JMR ° -d I F W/ SPACING PER TABLE I I I (_ ON THIS SHEET WITH 4 06-2-036 CHECKED: JMR C14 - WASHER PER NOTES - .o 00000000 0 0 C00000000000000 DATE: 9/28/08 •` .. • • • . .. .y' , } 12"9. #4 TOP AND BOTTOM U.O.N. _ .: • . ? . ,:: ogogo0000000� SCALE: SHOWN v Z S..a OC - - JI y1. ...a ..°�, {� i;.. .•_ inn wl�' ..-,.