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HomeMy WebLinkAbout071-190-036071-190-036 COMPLAINT TO INSPECTOR LAND DEVELOPMENT CLR 3-`�� 071-190-036 YrERMIT#96-1803 ORR, JudyQ 9�p 9 So 42 Dollar Rd., Oroville Cont: Phil DeCann ' 3 Mobilehome Utilities ��a\I X91" ELECTRIC GAS LINE ILO(4, 3 ,�/ COMPACTION TEST REQ /VO SUPPORT STRUCT•REQ /V 071-190-036 T#96-1846 ORR, Judy 42 Dollar Rd.', Oroville ala Cont: Phil DeCann Mobilehome Installation \ 071-190-036 05-1254 ORR, JUDITH 42 DOLLAR RD. OROVILLE Cont: JOEL FORRESTER Ek MH PERM FND S/3//O- 071-190-036 05-2055 ORR, JUDITH 42 DOLLAR RD, OROVILLE Cont: OWNER GARAGE 1 1 1 9 BUTTE COUNTY, DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 BECOME NULL AND VOID 1 YEAR FROM THE DATE LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following _reason (Sec. 7031.5 Business and Professions Code: Any city or.counly which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): lk1l, as owner of the property, or my employees with wages as their sole compensation, will, do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder .will have the burden of proving that he or she did not build or improve for the purpose of PERMIT NO. P052055 OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. Issued Date: 09/12/2005 APN: 071-190-036-000 Site.Address: 42 DOLLAR RD FFS Map Index: Description: GARAGE(480) Owner: ORR JUDITH A . P.O. BOX 556 FEATHER FALLS, CA 95940-0556 Applicant: ORR JUDITH A P.O. BOX 556 FEATHER FALLS, CA 95940-0556 (Uv" I, ,as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code.' The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ * I am Exempt under Article 3 of the Business nd Professions Code Date: -O5 Owner: 9� I . WORKERS'COMq SATION 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy O 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. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. License M Architect: Engineer: Total Square Ft: 480 S.F. Valuation: $11,520.00 Census Code: CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions o do work indicated atpve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) /� Name: _ By: t`%11}J� Date: —l- I L- Ub Address: PERMIT EXPIRES 0 ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ • Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that 1 have read this application, that the above information is correct, and that.1 am the owner or the duly authorized agent of the owner: I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose . Print Name: _ J L(,d if L A. DP—R-- Signature: Date: pwrier ❑ Contractor O Agent for Owner 13 Agent for Contractor I t. _S�q ICS 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 olek irst Name r Address 0 City *Ke_ —a I S State LA Zip p 5-q 4o / Phone�3o_ :58q_ A1.17, Fax E-mail jUCS., orr @oroVi CYOm APPLICANTNAME CONTRACTOR Name City FeA+v.K;_, l-5 Address 'j 1 (9 City Fax State Zip Phone Fax , E-mail e �ZA,-A Lic. # Class APPLICANTNAME ARCHITECT/ENGINEER Name City FeA+v.K;_, l-5 Address 'j 1 (9 Cites jt0 Fax State zip,5, 016 Ph ) Fax7"/ 70 9 E-mail e �ZA,-A State License Nu mb r APPLICANTNAME Name JLA � f h A' Q IQ Address P, 0 600, 551,0 City FeA+v.K;_, l-5 State Zip p6q j4 D �7 Phone53U Fax E-mail ou&y O, r q@oroVf Ile. Cork APPLICANT SIGNATURE X W dui For ofirce use only: AP# l -9D- 02 Property Address .q�)_ z ollQ . vd Zoning Cross Street P%ln QGLGt! Flood Zone Policy Number SRA Yes I No Occ. Type Const L)KT- Subdivi ion Nae,� A �% Ma Book It[rGR` e �ZA,-A L t# Plan er Date Approved: UVEB FOR' SUWTTAL REQUIREMENTS PERMIT Q5- 26 BIN # LOCATION AP# l -9D- 02 Property Address .q�)_ z ollQ . vd City F491 ttjL,eFa-li' Cross Street P%ln QGLGt! WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc . Page 1 of 2 Description or Scope of Work: G r Sq. Footage ❑ Structure Built without Permits T ❑ 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 required. 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. Receiv y: Amotlnit: 0/ �! % Bldg SPS 20:1.. SRA Receipt#:�/3'// l'�'d Date: Sheriff SMIP Other Total REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUIL' - 5�DWS51Q�6� 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET �r7 OWNER: CJd_l\yk ASSESSOR PARCEL NUMBER _ / 1-lq- Proposed Building Use: Eb/ A /17 17W Permit Technician: Date: Items required in order to apply for a permi /AII boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by& preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. _V- 4. Engineered truss details and layouts in duplicate. No faxes) ❑ 5. Letter from Engineer or Architect for truss design review: ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent fog non-residential' buildirigsk ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14'. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) IP� 15. Sahitation and site plan approval from the Environmental Health Department in ❑ Chico IpArorille, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit ...... ............................................................. ..... ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forest plan approval A pWd. Sent by: 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:..... • 6 ❑ 25. Contact Land . 9 Development abouC Improvements, Drainage ........................ P - P - 26. NPDES Form.....................................................................:....................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ,1%;- 30. Owner -Builder Verification ( _k,151ven to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization..................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits ....................:.......... ....... ................... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone ajjnr -rr and hold for pickup. I have been inf ormed of the above items and requirements for obtaining a building permit. Applicant: (a. &L Date: 1. Index permihapplication for the above items numbered: Plan Check Letter 2. Additional items re Contractor, designer, o e , was advised of the above data by Xphone, _❑ mail, ❑ counter, by M Date: -I '0 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by:Date: tructural approved by: Date: Note transfer by: Date: Yellow: Building Division Plot Plan Attached Roar Plan Anachad sent to S.D.. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply:. Public Private Well Clearance for ►' dvyrelling. Other rte ©S� k Hold final for:- Final or:-Final clearance O.K. for: NOTE: 1 Environmental He 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER ) A.P. # 'Q PROPROSED BUILDING USE r' 'l. DATE' 1. BUILDING PERMIT FEES RECEIPT # DATE REC. 4 ---Balance Due ..................... $ c "/ • -! 1 JUID�/t2J� ---FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES .(paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) - / SMIP '$ / , �S 9. DRAINAGE 10. OTHER 11. OTHER J ai C� f,3 r - i'-'1 food 9%12105 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit., These fees may be changed during the plan checking process. APPLICANT DATE f1c >Z OS - Pursuant to Govemntefit Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Butte County Department of Developinent pelvices 7 County Center Drive ' Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile $U T rA- �, , o O <L Ste' o � o o '•� o CIOU141 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit 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 and/or well to Butte County Environmental Health immediately. o 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 a 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 buildinP, permit or r uire 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: JudLI-h- OeAPN: Building site address: �� LLQ, FAQ, f 11S . Permit No.:'U 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: SIGNAT OF APPLICANT DATE Department C o u n t, J. -Michael Crump G of Public Works LAND DEVELOPMENT DIVISION Storm Water Management Procrzm 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National P®Mutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THA11d 9 ,4CRE� Project Description: Project Location and/or Parcel Number: By sighing below,.L the project owner/owner's 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 build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: �o-zs 0 5 . . l:ir"gl .,?'.F'. ;•yi r:.'4 `.x.'�^ _ -�C: r'i,�.Ka.:.:5:: 't..''::;:: 111 may. .a�uxa� 6v �✓ x���:�si,�-� EMP -0 *� s*a rx rd;.srwi rx ri. s1� r .a.;. Attention Property. Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is,received. 1. I personally plan to provide the m�jor labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2 I- V • ] HAVE NOT [ . ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and -19832 of the.California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ` BUILDING ` GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: . An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice- of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Z C. Vieir4 C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. #�'I C111 BUTTE COUNTY AUG 10 2005 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 OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Nameirst Name �_ 1x Address -P e) City L�.� i NLA A 1 S State Zip 'I 5 q 7'% Phone-53�, �acl_ qq 7I Fax Email J UCS i- Gt t'C) 6r \/"i ARCHITECT/ENGINEER CONTRACTOR Name Cit�j ; rfs Address Zip g5 City Fax /flip -106-/ yt7 q State Zip Phone Book Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name AddressZj 71 ,-1 n C�� Cit�j ; rfs State CA Zip g5 Ph& - r70 Fax /flip -106-/ yt7 q E-mail State License Numb r I APPLICANT NAME Name /�`� -JLt (ii, i� , li'" Address c�� JCJt City�"�(?�i1'lC!:t� �Ct i:-:>State�A Cross Street /' 1- • .� h-1 l' 11C .GiC Zip sq- ZJ Phone Fax EmailJi'\L_gc),cr G- OVi tic. CxP APPLICANT SIGNATURE X Lu.1 For of4 ce use only: Zoning - Flood Zone Cross Street /' 1- • .� h-1 l' 11C .GiC SRA ves No Occ. j Type Const. KIK Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMI I I AL Mt:UUlt[ttvlrty 1 J KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT BIN # LOCATION AP# D Property Address q j- 4 0l_ l(1 :, i ,11 City f'i6 Hv 115a l Cross Street /' 1- • .� h-1 l' 11C .GiC WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: � r Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. 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. Page 1 of 2 Receiv y: ` - Amo(m't: Bldg 20`3 SRA Receipt #: iI , j �J C%. �� Sheriff SMIP Date: lr ' 6 �/ Total REV 2-24-05 CDF FIRE SAFE REQUIREMENTS AP# 071-190-036 PERMIT # 05-2055 1NAME: Orr Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. , Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (X] The length of vertical curves in roadways exclusive of 'gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. • [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. , [X) Width. All driveways shall provide a minimum 10 -foot, traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X) 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. c D F k*] .'- Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. • [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal ` o Other Butte County Fire Department approved materials [] 08/10/2005 Darren Read Date Signature C D F CDF FIRE SAFE REQUIREMENTS AP# 071-190-036 PERMIT # 05-2055 NAME: Orr Under authority of Public Resources Code Sec. 4290, the following checked items are required by the .Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards., Butte County Building Inspectors will make compliance inspections. Driveway Standards [X) Surface., All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. a Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide 'a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C D F �41 !-.e .moi a Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space.provided for . in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the.same practical effect. See '.Other Requirements below. T 1 [X] ` Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves If Building Setback is Less Than 15 Feet [ ] — ✓ Class A roof with enclosed eaves and choose any 2 of the following: n l`Cl ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient V setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank . o Masonry D o Masonry Veneer. • o Metal o Other Butte County Fire Department approved materials lVl E N - 08/10/2005 Darren Read Date Signature r7-' ros: Orr Judith M19 LocaTiom Butte Co. MiTek® TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530) 534-5269 This Image was created with . - 'N =D WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. yy C^O^' ,NR, ��1�E �.�.11Jl� � e % NG DEPARTW-,�w- >�� TIMBER P P R_� •PRODUCTS TRUSSES REQUIRE EXTREME CARE IN HANDLING INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 BU-IINLDING Fax:(360)449-3953 TRUSS SCHEDULE Tails Project: Orr_ Judith County: Butte Contractor: Endeavor Homes Date: July 13, 2005 Roof: comp Plan: Snow: o Drawn By: Mw ITall Cut: Plumb � r _ � .' r� 7' .� � 9 - , Y. Job russ Truss Type City yJudith Orr 4wr y� 4.00 F12 R17326461 20X24 A COMMON 11 1 1x4 M1120// 5 ..o. IfL_ a cj Job Reference (optional) 5.414 10.0-0 14-7-2 20.0-0 22-0-0 2A0 5-0-14 47-2 47-2 5414 2.0.0 Scale = 1:38.9 . 4x4 M1120= 4wr y� 4.00 F12 �G• lx4,M1120\\ 3 1x4 M1120// 5 ..o. IfL_ a cj CL C'r N 2 TN 7 1 d� 3x4 MI 20= - 9 8 �� IIS a. ' 3x4 MII20= 3x4 MII20= a. 6-11-4 13-0-12 20-0-0 6-11-4 6.1.8 6-114 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.06 2-9 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.13 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a . n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 79 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 5-2-6 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=821/0-3-8,6=821/0-3-8 Max Horz2=10(load case 3) Max Uplift2=-34(load case 3), 6=-34(load case 4) FORCES (lb) -'Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1600/0, 3-4=1415/0, 4-5=-1415/0,5-6=-1600/0, 6-7=0/32 BOT CHORD 2-9=0/1470.8-9=0/1023.6-8=0/1470 WEBS '3-9=-258/53. 4-9=0/460, 4-8=0/460, 5-8=258/53 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard July 14,2005 ® WARNWO - VerM design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M, ,eke Safety Information available from Truss Plate Institute, 583 VOnofrio Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4-1 3j" *center plate on joint unless 4 dimensions indicate otherwise. 1. -Provia` copies of,this truss -design to the LD Dimensions are in inches. Apply plates to both sides of truss and -building designer, erection supervisor, property securely seat. owner;and all other interested parties. J2 J3 J4 s 2. Cut members to.bear tightly against each ,. TOP CHORDS other. e3. _ f C2 C3 o cq J5 � ZX 0 3 o Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. U U 4. Unless otherwise noted, locate chord splices �5 U CL U at ' panel length (±,6" from adjacent joint.) /4 For 4 x 2 orientation, locate �- O C8 BOTTOM CHORDS C6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. MiTek ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job cuss Truss ype ty yTljo Orr Plates Increase 1.25 TC 0.16 TCDL 10.0 R17326462 20X24 Al COMMON 2 Rep Stress Incr YES WB 0.01 BCDL 10.0 Code UBC97/ANSI95 (Matrix) eference (optional) 2-0.0 10.0.0 3x4 M1120= o.cuu s hpr co zuua 11 ex mausmes, mc. vveo um a rn:ou:zr zuuo Pagel 10-0-0 2-0.0 Scale = 1:38.9 LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.16 TCDL 10.0 Lumber Increase 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.01 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1&Btr G OTHERS 2 X 4 DF Std G DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.02 17 n/r 120 M1120 220/195 Vert(TL) -0.03 17 n/r 90 Horz(TL) 0.00 16 n/a n/a Weight: 90 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=237/20-0-0, 16=237/20-0-0, 24=98/20-0-0, 23=98/20-0-0, 18=110/20-0-0, 19=96/20-0-0, 20=96/20-0-0, 21=97/20-0-0, 22=91/20-0-0, 29=110/20-0-0, 28=96/20-0-0, 27=96/20-0-0, 26=97/20-0-0, 25=91/20-0-0 Max Horz2=10(load case 3) Max Uplif2=-75(load case 3), 16=-77(load case 4), 19=-25(load case 4), 21=3(load case 4), 22=-5(load case 4), 28=-25(load case 3), 26=-3(load case 3), 25=-5(load case 3) Max Grav2=237(load case 1), 16=237(load case 1), 24=98(load case 1), 23=98(load case 1), 18=130(load case 2), 19=96(load case 7), 20=96(load case 7), 21=97(load case 1), 22=92(load case 7), 29=130(load case 2), 28=96(load rase 6), 27=96(load case 6), 26=97(load case 1), 25=92(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-34/13, 34=18/18, 4-5=-16/30,5-6=17/39. 6-7=-17/48, 7-8=16158, 8-9=-17/58, 9-10=-17/58, 10-11=-16/57, 11-12=17/46, 12-13=17/35, 13-14=16/25, 14-15=18/14, 15-16=-34/13, 16-17=0/32 BOT CHORD 2-29=0/39, 28-29=0/39, 27-28=0/39, 26-27=0/39, 25-26=0/39, 24-25=0/39, 23-24=0/39, 22-23=0/39, 21-22=0/39, 20-21=0/39 ,19-20=0/39,18-19=0/39,16-18=0/39 WEBS 8-24=-70/0, 10-23=-70/0, 15-18=-90/6, 14-19=64/24, 13-20=70/16, 12-21=70/18, 11-22=-68/21, 3-29=-90/6, 4-28=-64/24, 5-27=-70/16, 6-26=-70/18, 7-25=-68/20 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord de and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 If by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to W porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires Continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 Go. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASEIS) Standard July 14,2005 ® WARNING - Ver1/y design Parameters and READ NOTES ON TNffi AND INCLUDED AITEE REPERENCE PAGE MU -7473 EEPORE USE. 7777 Greenback Lane m Design valid for use only with AN7ek connectors. This design's based only upon parameters shown, and is for an individual buffing component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality controt storage, delivery, erection and bracing, consult ANSI/TPll Quality Cdteda, DSB-89 and BCS11 Building Component �ekm Safety Information available from Truss Plate Institute. 583 VOnofrio Drive, Madison, Mi Tek WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage,:Or Personal Injury *Center plate on joint unless ` dimensions indicate otherwise. J. Provide copies of this truss desigri-to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other riterested�parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. _ cz ca Q WO �� 30 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. x " �' O = AC6 4. Unless otherwise noted, locate chord splices CL a O at. 14 panel length (±.6" from adjacent joint.) •For 4 x 2 orientation, locate �— O ca BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade. specified. to slots. BOCA 96-31, 96 67 10. Top.chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING sacci 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MilWD ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. STANDARD GABLE END DETAIL PAGES1 OFX2 ,kDIAGONAL OR L-B_R_A_C_ING vgnrnn VARIES TO COM. 12 4x4 = TRUSS 1 � A 6. 3.. M H T 2X4 NO.2 OR BTR. DF -L 1X4 OR 2X3 (TYP) VI ILl111 1111 N.7 3 1/27�1 1/2" (BY OTHERS NOTCH AT 24" O.C. (MIN.) w' TOP CHORD NOTCH DETAIL CONT. BR SPA O M 011-I LOADINgpsfl TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANSI95 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 3x5 = 24" MAX nl i .//II 24"0,C. 2X4 LATERAL BRACING Y- AS REQUIRED PER TABLE BELOW RAs ENO - m WALL IZ CEILING A% MATERIAL LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO - -7'-0112 - — O�3 — OVER 8'-6" 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 6-0-0 12-0-0 8-0-0 6 INCH 0_.C. - 24 INCH O.C. 4-4-0 _ 8-3-0 13-0-0 R -R -n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. �ry 3200'3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. A 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 O91kOfESS/0�� ��O FILENAM STANDARD GABLE END DETAIL PAGE 2GOFX2. 4/26/00 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d (TYP) SIMPSON A34 — OR EQUIVALENT LEDGE GABLE E ± 45` 2X4 BLOCK '*2X4 STJD OR BTR SPACED @ 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT AT END WITH K W/ 4- 1 Od NAILS. MAX. LENGTH = T-0" STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" APR 1 3. �00� 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. MJ® .'Icu M i TekO MiTek Industries, Inc. 7777 Greenback Lane Suite 109 r� Citrus Heights, CA, 95610 ..- Telephone 916/676-1900 Re: 20x24 Fax 916/676-1909 < Judith Orr a Cj The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supe ior'i based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 7326461 thru RI 7326462 My license renewal date for the state of California is September 30, 2006. r � m 9!i CA9919 IM OF CAI. July 14,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded I Official Records I County of I But I ORMACE J. GRUBBS I County Clerk-Recorderl 1 010:57AN 07 -Jun -2005 I REC FEE 10.00 CONFORM COPY 1.00 HP Pagel of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JUDITH A. ORR REAL PROPERTY OWNER/LESSOR - PO BOX 556 MAILING ADDRESS FEATHER FALLS BUTTE CA 95940 CITY COUNTY STATE ZIP 42 DOLLAR RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP w ung, UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION HM HOMES MANUFACTURER'S NAME BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-1254 530 538-7541 BUILDN PERMIT NO. TELEPHONE NU BER 06L SI , RE OF LOCAL AG oFfir.IAI DAT NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. DATE OF MANUFACTURE 170A MODEL NAME/NUMBER HSCASNAlB889321480 42' 8" x 13' 8"/ 40' x 13' 4" PFS 188139/40 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEEATTACHED ASSESSOR'S PARCEL NUMBER 071-190-036 I -ICD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. a till" DESCRIPTION ORDER NO. BU -154889-3 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE NORTHERLY 330.0 FEET OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 20 NORTH, RANGE 6 EAST, M.D.B. & M. EXCEPTING THEREFROM ALL MINERALS, AS RESERVED IN PATENT RECORDED DECEMBER 28, 1939, IN BOOK "I" OF PATENTS, PAGE 278, BUTTE COUNTY RECORDS. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 t COPY of Document Recorded 7 -Jun -2005 2005-0032357 Has not been I Compared with original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR.C,OMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for,installition of the unit described hereori, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JUDITH A. ORR REAL PROPERTY OWNER/LESSOR PO BOX 556 MAILING ADDRESS FEATHER FALLS BUTTE CA 95940 CITY COUNTY STATE ZIP 42 DOLLAR RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA. 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write'SAME') SAME MAILING ADDRESS ' SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY. STATE ZIP 05-1254 (530)538-7541 ER BUILD PERMIT NO. TELEPHOIt 7 --?i SI NA RE OF LOCAL AGIP OF ICTAL I DAT)f NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. HM HOMES 1989 170A MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAMEINUMBER HSCASNA/B889321480 42'8" X 13'8"/ 40'x 13' 4" PFS 188139/40 SERIALNUMBER(S) LENGTH XWIDTH _ INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER, 071-190-036 HC'D FORM 433(A) REV 9/91 WHITE - County Records ' CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. ORDER NO. BU -154889-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE NORTHERLY 330.0 FEET OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 20 NORTH,.RANGE,6 EAST, M.D.B. & M. EXCEPTING THEREFROM ALL MINERALS, AS RESERVED IN PATENT RECORDED DECEMBER 28, 1939, IN BOOK "I" OF PATENTS, PAGE 278, BUTTE COUNTY RECORDS. 4CERTIFI4"AT BUILDING PERMIT NUMBER: 05-1254 Address or location of unit: 42 DOLLAR RD., OROVILLE CA 95966 Legal Description of Real Property: AP#: 071-190-036 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and!Safety Code Section 18551. Owner's name: JUDITH A. ORR Owner's address: PO BOX 556, FEATHER FALLS CA 95940 INSIGNIA OR HUD NUMBER: PFS188139/40 SERIAL NUMBER OR V.I.N.: HSCASNA/B89321480 MANUFACTURER'S NAME: HM SYSTEMS YEAR: .1989 OFFICIAL APPROVING INSTALLATION: DATE: S/9 PHONE: (530) 538-7541 H.C.D. 513C the R. uest of Mid Valley. Title & Escrow Company Order No. Escrow No.154889-3 96-0255211 Loan No. I. ` 1 f WHEN RECORDED MAIL TO: Recorded Official Records 'JUDITH A. ORR county of 9340 ORANGE_ ALE AVE. #22 Butte V 1 ORANGEVALE, CA 95662 MAIL TAX STATEMENTS TO: SAME AS ABOVE AP# 071-190-036 Candace J. Grubbs 1 Recorder. 1 8:00an, 9 -Jul -96 1 Rec Fee 9.00 DOC 25.85 Check 39.85 MVTC VS 2 SPACE ABOVE THIS UNE FOR RECORDER'S USE DOCUMENTARY. TRANSFER TAX $25.85 Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at time of sale. Thp ttndprsjgnp-d (1rantnr flprlarps Signature of Declarant or Agent determining tax -Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PAUL M. SANTONI and DOLORES L SANTONI, husband and wife hereby GRANTS) to JUDITH A. ORR, an unmarried woman the real property In the unincorporated area of the County of as SEE ATTACHED LEGAL DESCRIPTION Dated BUTTE. STATE OF CALIFORNIA )ss. COUNTY OF Butte ) On July 8, 1996 bet re me, Denise Terriah personally appeared Paul M. Santoni and Dolores L. Santoni personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same In his/her/thelr 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 persons) acted, executed the instrument. WITNE hand and official seal. Signature , State of California, described V-01 •- �� DENISE TERRIAH CommWlon tr 1013963 Mfr CPS Notary Pjbll Butte County, California My Commbsbn E)p. SEPT. 30,11 z STATE OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD Manufactured Home Decal No: LAN991 l Manufacturer IDIName 09578 HM SYSTEMS Trade Name BAYWOOD Model 170A DOM 03/23/1989 DFS 05/18/1989 RY Exp. Date Serial Number Label/Insignia Number Weight Length Width SPC SCC Exempt useType HSCASNA89321480 PFS188140 16,850 42'8" 13'4" I 04 SFD LPT 1 HSCASNB89321480 PFS188139 15,000 40' I 13-4" Issued Total Fees Paid Feb 05, 2003 872.00 Addressee 05ING qti JUDITH A ORR 42 DOLLAR ROAD O ® m as: Z OROVILLE, CA 95.966 3 �� IUj GOa DEV`, Registered Owner(s) JUDITH A ORR 42 DOLLAR ROAD OROVILLE, CA 95966 Situs Address 42 DOLLAR ROAD OROVILLE, CA 95966 Legal Owner(s) FLAGSTAR BANK FSB TRUST DEPT MAIL STOP W-800-1 5151 CORPORATE DRIVE TROY, MI 48098 . .. Lien Perfected On: 01/30/03 15:39:45 IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 2749729 02052003- 332 NOTES RESIDENTIAL ' ~PERMIT NO. _.071-190'036 05'I254 ORR, JUDITH ' 42 DOLLAR RD., OROVILLE Cont: JOEL FORRESTER EX MH PERM FND - • t . .y - • ' SPECIAL CONDITIONS f CHECKED - BY SRA - _ • FLOOD CERTIFICATE REQ. 3 FIRE SPRINKLERS REQ. I SPECIAL INSPECTION ITEMS i VERIFY USE PERMIT CONDITIONS SUB -STAN DAR D•HOUSING LETTER ' ;JOB FINALED (Date) ••- Signature `y; J=OK 0= Not OK . = Not ReadReady MOBILE HOMES . =Not y Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils, Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ . /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line " 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Carta B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Xhing Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line g as; MH Test -Demand -Valve Electricity; MH Test 6-,%latt r MH Test Water and Sewer Connected 8. Gas and Electricity Tagged 9. Ex� lPeTicense Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn:; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frng.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.El.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldMrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card 3-1 Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Ai -Oven Circ_ / /ga Cu or AI Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Duds Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.El.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldMrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card 3-1 Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 Comments at Final: k, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP051254 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/25/2005 APN: 071 A 90-036-000 the Business and Professions Code, and my license is in full force and effect. License : c6 License Class LiNumber: ! c,[� U ce se Site Address: 42 DOLLAR RD FFS C�_ Date: -5�2 ontractor: Map Index: i Description: EX MH ON PERM FND OWNER -BUILDER CLARATION ' I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: ORR JUDITH 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 P.O. BOX 556 signed statement that he or she is licensed pursuant to the provisions of FEATHER FALLS, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95940-0556 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 nol more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and • the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: LIFETIME EXTERIORS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 6230 JACK HILL DRIVE provided that such improvements are not intended or offered for OROVILLE, CA 95966 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-228-3421 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors. to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, Contractor: LIFETIME EXTERIORS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 6230 JACK HILL DRIVE ❑ 1 am Exempt under Article 3 of the Business and Professions Code OROVILLE, CA 95966 530-228-3421 Date: Owner: License #: 746808 I WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. O I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy f/: Valuation: $0.00 I certify that in the performance of the work for which this permit is Census Code: 1 V' issued, I shall not employ any person in any manner so as to ` II become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: �. L�1/ v/ Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit t ereby issue under the able provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio to do work indfc d abo for whj0h fees have been paid. Q By: Date: Name: Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 119827.5 of California Health 8, Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby . 2uthorize representatives of Butte County to enter upon the above mentioned property for inspection purposes i Print Name: �/ v �- Signature: Date:—>���©� o .0. Owner O" Contractor 0 Agent for Owner 0 Agent for Contractor �w r rFo BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 o AND SUBMITTAL REQUIREMENTS o 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 c�UN'�yOFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION APPLICANT SIGNATURE X For offic4 use only: OWNER Name -L D Address 2 LL AR- Ad City INO V1 L.Ldr State Zip 95'9 6 Phone S �, Fax E-mail Fax APPLICANT SIGNATURE X For offic4 use only: CONTRACTOR Name -L D Address bo SRA City ngwvt No Stj�4_ Zip S Phone,,, Book Fax E-mail Planner Lic. # Sd Class 7 APPLICANT SIGNATURE X For offic4 use only: ARCHITECT/ENGINEER Name Flood Zone Address SRA City No State Zip Phone Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X For offic4 use only: APPLICANT NAME Name Flood Zone Address SRA City No State Zip Phone Book Fax E-mail Planner APPLICANT SIGNATURE X For offic4 use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: . PERMIT NO. BP 05-1 BIN # LOCATION AP# Property Addres�T Cross Street WORKER'S COMPENSATION Policy Number Carrier rcif hiring anyone other than license contractors, a certificate of worker's comp must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: L Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS - Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department'costs are .not refundable. OVER FOR SUBMITTAL REQUIREMENTS L` K:\FORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by* Amount Rece++ip�� • 'Oz-- vl Date: Sheriff SMIP Other ��V� Total REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXESI). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details' and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ ' 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding. this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION; KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET r-,�- www.buttecount_V.net/dds OWNER: (b/P /7WASSESSOR PARCEL NUMBER Proposed Building Use: M M 4 � / � � 1 � C��.> Date: S ✓ �� "-�� p g � x �� / ��� Permit Technician: ms required in order to apply for permit. All boxes MUST be checked OR marked NA in order to apply. Ite j VV 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. j N 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ° ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings. ❑ 12. Hazardous Material Form. ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers ❑ 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 18. Soils Report and/or Engineered Foundation required. \ ❑ 19. Erosion Control Plan Required. `E] j AJ 20. Fees as shown on the attached Schedule of Fees Due Sheet. Pp ❑ 21. City of Chico Plumbing permit. ❑ 22. Site plan and business license approval from the City of Biggs. ❑ 23. California Department of Forestry plan approval ❑ paid. ❑ 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _Drainage. ❑ 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ 29. Worker's Compensation Carrier and Policy Number. ❑ 30. Owner -Builder Verification ( _ Given to owner, _ Mailed to owner). ❑ 31. Letter of Signature authorization. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits. ❑ _ /34,,Deed Restriction. / /v 35. B Legal description, © M.H. Title, title search, registration or MCO ❑ 36. Other. ❑ 37. Other: When issued Telephone and hold for pickup. I have been mfor ed of the abo a items and requirements for obtaining a building permit. Applicant: � Date: �- / 2 S EXPIRATION OF APPLICATION Applications forv'v 4h a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has een done. Filing fees, plan check fees, and other department costs are not refundable. nginal-Applicant April 29, 2005 Re: Permission for Permanent Foundation System and Placement of Manufactured Home 42 Dollar Road, Oroville, California 071-190-036-000 To whom it may concern: 5151 Corporate Drive Troy, Michigan 48098-2639 Phone: (248) 312-2000 www.flagstar.com Flagstar Bank, FSB hereby provides permission to construct a permanent foundation system for a manufactured home on the above -referenced property. Please accept this as permission to allow the builder, Lifetime Exteriors, Lic. No. 746808, P.O. Box 494, Palermo, CA 95968, to obtain the appropriate permits for construction of the aforementioned permanent foundation system, and allow the home to be permanently affixed to the property. Should you have any further questions, please feel free to contact me directly at 248-312' 5531. Very truly yours, Marc L. Hui Assistant General Counsel cc: Nancy Meade it A Vector Dynamics Foundation "System INSTALLAT/0M INSTRUCTIONS for tho State of CalNornis Version 9/21003 FOOTER SIZES INDEX PAGE SECTION NUMBER INTRODUCTION 2 GENERAL INSTALLATION 3 PARTS LIST 4 & 5 LONGITUDINAL DEVICES 6 12 WIND ZONE II PIER HEIGHTS 7 SET-UP INSTRUCTIONS 8 FOOTER SIZES WIND ZONE I - SINGLE 9 -DOUBLE 10 - TRIPLE 11 - HIGH PIER 12 WIND ZONE II - SINGLE 13 -DOUBLE 14 - TRIPLE 15 RELEASE DATE 9!2/03 912/03 9/2/03 91?J03 9/2103 912/03 912103. 912103 912)03 912/03 9P1103 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2103 SOIL CLASSIFICATION 17 912/03 CONCRETE INSTALLATION 18&10 9/2/03 COMPONENT PARTS AVAILABLE UPON REOUEST I Approval I pwKMIMsnrar AINUMM ��t,noae�ar�a�osto�at�tr�ears � aeeneiw�s oa�v�+►� tmuat ssr�i ixwti Rim 1�oiY770iM �f? 03 Tie Down Engineering, Inc. - VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS These instructions describe the proper:use'of the lateral and longitudinal. foundat o; n system. Yo may also refer to the home manufacturer's Installation manuals that include the Vector Dynamics system as an�.aliemate foun- dation system. General The Vector Dynamics Foundation System provides the -support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Constructq'on and Safety' Standards in a specified wind zone when the system is used as described in these instructions. Please verify sate or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists laterafl & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi isection homest Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or. greater on center, multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidevmlls with main rail depth of:12" or less. Maximum roof slope of 20 degrees (4.4" In 12" slope). Ma)amum eave width (roof pverhang of sidewall) of 12" for Zone I, 8" fo done II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feats bearing aea. To inquire about the use of the Vector Dynamics Foundation Systems with homes'of four or mors sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact ;Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may requirediby the horse naarwfacturer. These locations may include shear waNs, marriage line, ridge beam support posts, :end frame ties; and rim plates. Page 2 Cal'rforni 9/2103 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It Is necessary that the home site be properly graded and sloped to prevent water acrd moisture frdm standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vedtor Pads are used in place of conventional foundation pads. One Vector pad provkies two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the Itngth of the home. For pier locations in between the Vector Systems, use the normal foundation tads. LUMBERIMOISTURE - TERMITE SHIELD To out PVC or lumber (2 - 2x4`s,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to! center frame (I-beam) dis- tance and subtract 16°. When using METAL PIER STANDS, measure center to centeriframe distand and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED . Trp; Pre-cut your lumber and mark as to brand or model of homes you will be instalhng. if frame vwdths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go fromilthe anchor to the top of the I -Beam. See Illustration below. 1. Attach frame hook to top inboard location of"I" beam..(Frame hook ynust be attached to frame at points closest to floor sbpport.) 2. Keeping in line with the hook, Wrap galvanized strap completely around "I' beam.; 1 Pull strap past anchor head approximately ter;. inches before cutting to allow enough strap to give a *Imum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flesh with the other side of the bog. 5. Tighten slotted tensioning bolt a minimum of five full turns. *33 9/2103 Page 3 California ; Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Blook Pawls #59018 - 2 sq. ft. single/doubielblock pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block ppds with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel, straps and slatted bolts. Vector System Latoral Stabllizatlon For DHflcult/RockyiSolis # 59287 - V -Drive System Must be used with: # 54018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 - Vector La#eral Hardware Kit, includes PVC adapter. Strap/swivel 3trcp Connector$, & slotted bolts riot included. i 912103 Page 4 Califorr a Vector Dynamics Foundation Systems Longitudinal Component .Parts List I I Longitudinal $tabiMmMah Hardware Kit e 10733 - (for use with 59018 Vector .Systeml , single stock block sets only. Longitudinal struts not Included) Longitudinal Stabllhation! Hardware Kit for Concrete * 59023 - Includes 2 beafn clamps, tension brackets, nuts and bolts. (for use with 859036 & 59049, longitudinal struts not included) Page5 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Incl;udes 2 beam clamps, 2 tension bratlkets, nuts &bolts. (for use with #�Wl, longffudinol struts not included) Struts for Longitudinal Systema Part No. Length PieriHeight # 59016 30" up to12 Blocks e 59012 .39" up to3.Blocks # 59013 44,! up toA Blocks #59014 53" up to.j5 Blocks 59015 .65" up toi6 Blocks PVC Adapter: Bracket e 5"81 - For use with Schd 40 PVC Center Compression Stmt # 48613 - Single Section, 62"-108" # 48613 - Double Section; 34"- 60" (includes short u4odts, nuts, washers and 6 self toping screws)! California' 9/2/03 Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal 'Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitodinal direction (short dimension) of home. The number of LSD reaulred is shown on pages 10-13. LSD Combine Vector Dynamics & LSD _ L Loneftanal f=oundation ftd 2 Beam Clamp (2 per obm t ) IJote.ITwo etnut s ■ 1 1..5.0. system. 3 Langinudtnel StrA (2 per eyetem) Can be used an one pad or allpt an 4. fls Bracket (2 per system) oppoette ends of the home. Examples of F basibie Placement: Winnd Zone (Contac.17E DOWN for p1mment in other Wind ZOMOO) ' I TripPe Section Wind Zone I Single 5OGVQM Wind Zone I Double 5e0tion 16 Ft. Max. 32 Ft. Max. Forgreater MAthe use triple section design. Page 6 Wind Zone I Tag SectloV 1 48 Ft. Maxi CafifcrnM 9/2/03 5o in nMWQ Matmum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to .exceed 50 inches Under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wiind Zone I, an anchoi must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, In Wind Zone I, have a maximum pier height without anchors Of 36". See pope 12 for double section home high pier set Instructions. W fn May, 40ximurtt Unequal fler Heigh Homes with unequal pier heights are limited to 50" maximum -pier height. The difference between the taller pier and the shorter pier cannot exceed 26". �J�yr *me Page 7 Cal fornia 9,2103 o i r " Set -Up instructions to.r Vector System #19018 Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad Into the ground. 2. Set Block or piers on pads. Center foundation blocks or.piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets i& straps Attach the inside to lbrackets to tie .0 -bolts. over the oompresion member. Attachla strap w/hook or swivel strap w/nut & bolt. Pla6e other end of the strap over opposite I-beam 0. down to out- side tension bracket! Cut strap f2 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Cal'rforOia 9/2./03 Q093 CD c0 Nuts: L.S.D.• Innyitadinal SUM11 11on meat See Page a. of WIND ZONE i 21t -mo' ���ac,rlP• . ND1E llecisr System dauld'bs spaced as spnmelt1oft es poodle along Ore 1610 M The home. f'ler speciag must be Soil Ciasslicatlons: 2, 3, 4A, & 46 taut wm hone snanulastucers' InstmWoes endior stele regolnmarim Soil Bearing Capacity. 1,000 PSF ntinimurn Ancnois Requlred:. NY with.2-40_iielhcen r.( 90g ).._....... 12' stabilizer mates ISR2021. 1=114• irnma tfaa Home i.errgth MmUr Syeiema ReWilred Anchora Required Per Side or 24" Plea 24+* Piers LS.D. 0 to 72' 3 WIND ZONE 1, SEISMIC ZONE 4 3 2 73' to 80' Wear Dynamics Systems Required for 3 4 2 Bingle fliddlee Newes - ' • �. {Materials Required) , - - Seaton CL ,4 ' %9 Nuts: L.S.D.• Innyitadinal SUM11 11on meat See Page a. of WIND ZONE i 21t -mo' ���ac,rlP• . ND1E llecisr System dauld'bs spaced as spnmelt1oft es poodle along Ore 1610 M The home. f'ler speciag must be Soil Ciasslicatlons: 2, 3, 4A, & 46 taut wm hone snanulastucers' InstmWoes endior stele regolnmarim Soil Bearing Capacity. 1,000 PSF ntinimurn Ancnois Requlred:. NY with.2-40_iielhcen r.( 90g ).._....... 12' stabilizer mates ISR2021. 1=114• irnma tfaa Home i.errgth MmUr Syeiema ReWilred Anchora Required Per Side or 24" Plea 24+* Piers LS.D. 0 to 72' 3 2 3 2 73' to 80' 1 4 3 4 2 Each Vector Systern requires one of the following: . 1,4x4 or 2 2x4's pressure treated brood compression member, Schedule 40 PVC Pipe or 1.adjustade sleet compression (see parts list) 2 sq. ft. pad V2 CR NOTE: Vector Systems slaald be spUM U wimmetdaaBY as passible along the length of the berme. Pier spmw most he Consistent with home manafadorers' (astnichons and/or state requiremen1s. C") su 0 to No anchors (equl►ed. For pier heights up to 48' for 28'-38' wide, SW for 24' wide. See Pg 12 for high pier insiructions. WIND ZONE I �2 sq. It. padr Soll ClassiAcatlans: 2, 3, 4A, & 4m Soil Rearing Capacity: 1,000 PSF minimum Anchors Reaulred': Noir e_('Mantaw-weB-anchors-may. he required by hom.manulaeJhurar).- Home Length Vector Systems Required Anchors Required I Per Slide L.S.D. 0 to 40' 2 0 2 67' to 84' 4 0 4 85' to 90' S 0 4 Each Vector System requires one of the !allowing: 1-4x4 or 2-2x4's pressure treated wood compression mernber, Schedule 40 PVC Pipe or 1 adjustable steel emnpression (sne parts list) Nate: L.B.O.— Longitudinal StaDUlzation —@twice.- .... See Page 6. WIND ZONE i, SEISMIC ZONE 4 ���ori Vector Dynamics Systems Required for g �dc $ s for Y Section Homes - - _ _ - � of a -f g 'v - Triple �gcb9 for (Materials Required} - - - -,r _ - - Ex a+�`o'"s so°�` NOTE: When a pier tylghl at Vector lac& ns exceeds 4i", an anchor muss he used an The outside wall/beam all lhat apprertimab location. IIOIE: Vogler Systems should he spaced as symmetrically as possible along the lenglh of the home. Pier spacing must be consistent with home •tanatacWrers' lusbections and/or state requirements. WIND ZONE I i 2 sq. ft. pad 2 sq. ft. pad Sol Classifications: 2, 3, 4A, & 4B Sol Bearing Capacity. 1,000 PSF minimum Anchors Required': none (*anfage wall anchors may be required by horns manufacturer.) ;tome Length Vector Systeans- Required anchors Required Per Side LSD-. _ Main TAG 6to48' 2+2onTag 0 2 1 4T to 71' 3+2onTag 0 2 1 72' Io 84' 4+ 2 on Tag 0 2 2 85'toW 5+2onlag 0 2 2 Each Vector System requires one of the tollovAng: 1-4x4.or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustahle steel compression (see parts list) w m (D r� N 0 WIND ZONE 1, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required fat !>teo�to >Sedioe Nottws " � `\ �• (High Nor Sets vinth Diagonal Ties)�lion seg double •, , \ I Role Yecter systems should be spaeed as symmetrically as possible atony the length of the home. Pier sparing must be sonsistaid with home ntanutacturers' 111slmd1ow sndler state requlrameslt w U". Me"t See vaw 7 CG w 1 � -.--_. _ . . _ _ 5911 Gisssiecatlon>t ... _ 2, S,4A,.&L4B. vnNo zot1E i Soil Bearing Capacfty: 1,000 PSF minimum Anchor Requ!red': W with 2-4' hero anchor 159095),12" stabilizer plates 1h111 Wldth (58292)1-1W frame tie with oonnecdor 4B' ■eL Each Vector System requlms one of the folloilring: 1,11,71 1-44 or 2-2x4'e pressure treated wood compression member, f211113 Sohedule 40 PVC Pipe or 1 adjustable steel canpresslon (see parts list) 1_I .IJi �VJ� 1:: :+'J 710-J1�-:Jl J•J • Pape 13 � N v � O aj' m—� 2S3z C' co E � mi N cn Calffomla .93 ,,.--------------� N QV / ' t I t I t , 'G to 0 { Y { m LQ„ m 0. 1 i 1 {1 { t '1 l \ { 11\ a m tl fib m u C 1 1 1` 11 coE {{ � a 2lob it CA it it, O'o 1 1 't co � 1 , 0Vo ILLI A.{ 9c „ Pape 13 � N v � O aj' m—� 2S3z C' co E � mi N cn Calffomla .93 N N QV N N 'G to 0 w m m LQ„ m 0. i VA e4 a m fib m u C .0 9��$,, 2$ x C31 b N 4K3y1AM VL Q co N Pane 14 :icu N G �cC p m CL ID :E CL- -GIs fb3 mg 7 (D qr Q. y •� K W � b O 6 O O o$ cp � rr t 1, OIL 6� ly: a w� a r 4E3Cq 103 Cal'rfa,rni� v e rl ' 1 WIND ZONE II, SEISMIC ZONE- 4 Vector Dynamics- Systems Required for TrIple fKlNm Memos ~ Uttl g0V e o Y (Mtrleridls Required) _ _ - - . ;. �6 tt �1nt3 for _ - wff: When a pier height atVostor tosatlons exceeds 45", an andor E= be used on the mftlda walllbeam at Mot CD approximate lecatfon. `n NOW. Vector Systems shoo Ed be spaced as "Mme wcallp as possible along the length of the home. Pier spacing most be tembtent oflh tome menslachtrers' Ins6valloaw and/or stab roaulremeata. Sail Classifications: C-# Soil Bearing Capacity: o Anchors Required': 3 Tag or__-, 2, 9, 4A, & 4B fug! triple 1,000 PSF minimum 3!4' x 30" with V helix anchor (590:15) 1 -Ur vertical ties w//4726 lbs. min. breaking strength Hoene Length Vector Systems Reciulred Anetrom Required Per Side LSD fdaln TAG 0to4W 3+2 on Tag 4 2 1 4t3' to 71 4 1.2 on Tag 6 3 2 72' to 04' 4+ 3 on Tag 7 3 2 wtow 5+3onTag 8 3 2 Each Vedw System requires one of the following: 1-4x4 or 2-aVs pressure treaded %vod compression meffMar. Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts Yst) 2 so. ft. Dad 2 so. ft. Dad X11 1U/2b'dL; 1_:'l7 'y_D-. /v-01od WL7 l.ryl',J Vector Dynamics Metal Pier &. V-brive Installation METAL PIER FOUNDATIONS i or metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered In the U - bolts. outside Tension brackets attach the same, Inside be black is mount upside down" as shown in drawing. Metal piers using the Vector System can orly be used on level ground sets. Conventional pier adjusters must W placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' instatiatlon instructions and/or state requirements_ To Crt lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel commpression member, part #591143 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure corder to center frame distance and add 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOF) MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre -got your lumber and mark am to brand or model of homed you will be Installing. If frame widths are the same, the pre-cut boards will aim be the some length in each VOW sset-ap- V-Drive System for rocky soil V-Drlve anchors are used only be instaliled. V -Drive anchors are used gft In �oa�L single section horrtes. in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to Vector System are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tendon brackets are dLrarded. In place of the short 20's, a longer 2x4 is used as per the diagram above. This 9x4 board should extend from the those of the Vector pier set to 5 lncnes from the side wall of the home. Place the V -Drive head over.the and of the longer board. Using a heavy hammer or electric hammer gun, drive the tree V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Out the strip end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the Slotted bolt. Continue tightening strap until all slack is out and strep Is lapt►t. Page 16 California 03 ,4)0 a 4 1y•1J,L+J 014 11: i0 717 -Q14 -J1 JJ •nCJ : �e-�r.� VECTOR DYNAMICS, IN, DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classifldd as Class 2,, 4A and 49 as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Prdbe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 55011 b - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - In. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs; - in. sands, firm to stiff clays 48 and sifts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 176 lbs - tn. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below, the - surface and near the anchors helical plate. The strength of the soil is estimated.in terms of:it$ resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall 'length of the helical Section Is 10.75 in.; the major diameter is 1.25 in.; the minor diameter Is 0.81 in.; the pitch is, 1.75 in. The shaft must be of suitable lengttr for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft oaf the W probe. Vector Foundation Pads Equivalent to Footer ;Pads* Footer Size: 16x16 ■ 256 sq. In. or 16x18 = 288 sq. in. footer Size: 2040 = 400 sq. in. or 17x25=425 sq. in. EQUALS I EQUALS 2 -Vector Pads # 59275 ° 1 -Vector Pad # 59271 288 sq. in: or 432 sq. in. 1 Vector Pad # 59130 Vector Psd(s) exceed the surfsae area required when used as the equivalent i18W above. *Foundations in sof, we a bearling capacity of less than 1,000 pSF must: be designed by a Registered ProfesdiordIneerjurilly with site candttoro Page 17 Califomla 9/2/03 Vector Dynamics ;System for Concrete Applications . ' Instructions Those instructions are an addendurn to the standard neer yna.imics or structionsiOns, Read and home and follow all applicable Instrictians and guidelines tin to conciote footers, installation manual. The Vector system for concrete pads Is . " 'r 18" round runners and slabs. Minimum size of concrete per Vector pier Is 24 x24 x 4 q (min) x 10" deep. The bottom of footers min ust be below ust be sufficl ntly cored and seor 8 ml .1mum of t below finished grade whichever Is greater. Concrete m to accommodate an anchor bolt to its, full load resistance. 1. Determine location of pier sets where the Vector systems will be located. a1v. metal on the concrete whsof the horne. Place the eed a tou elyds the 2, place one Vector concrete pad (g ) located, centered under the the opposite Vector pier. D the same for the opposite center of the home an Vector pier.whete the 3. Measure the distance between the two: Vector d 4 s osystads at the r Scheau a 40 PVC pipe, oVector I pad meets the conorete. Cut two ground treated r, part #55043 this length and place between the adjustable steel commpression membe piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of Center blocks Vedor pad a frame The S. Plane the concrete pier blocks on the Vector pad. Ce inside of they pier blocks. upturned edge end of the Vector ads should be up against the 6. Build vector piers but do not wedge at this -time. on each side into the concrete using the holes in 7. Using a concrete drill bit, drill two holes the Vector pad " a guide. Drill the 3/B diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad a shown in Illustration dne. Line up the holes in the bracket, Vector pad and concretep Illustration One of a Single Section Set-up Vector pe . for concret+ _— footer Page 18 Calrfornia wood cap and wedge outside Tension Bracket Wedge Bolt 9/2/43 csr Aq.. Vector Dynamics. System for Concrete ApplicctiOns lnsiructions ld be g. Put a washer and nut on one- of -the 3/8" x 3-3/4inwedg hanchors. nQh of the hboituPl ceuthe wedge screwed on enough to have 1 or 2 threads showing P and of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. i a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt 10. Using above concrete is 2", e outside tension bracket and the two holes on the other 11. Repeat for the other hole in th Vector system pier set, 12. Place an inside tie bracket over the u -bolt so that the lip of braCiceach U pI�DO not Vector plate and concrete blocks. Place washers and tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, witnss12 ninches o go d down to the outside tension bracket, p over the opposite pier an wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. ace between the outside tendon 15. Use the outside tension brackets to remove e Veer pad. by tapping the Ibradcets brackets, concrete blocks and the inside edge with a hammer. Wedge the pier set at this time. Using a 9116" socket wrench, tighten all of the wedge/anchor bolts, securing the outside 18. Us g tension bracket and Vector pad to the concrete. through slotted Bolt with 17. Using a slotted bolt in the buts ide tension brackets, insert strap end of strap aligned with outside edge of bolt. Turn slotted bolt until', straps are tight using at least five turns on the slotted bolts. Illustration Tv Inside Tie Bracket compressii boards of PVC Pipe U -bolt U Pace 19 Califomia Vector pad 3or coecrete Cont rete footer 9/2/03 RESIDENTIAL X071-190-036 PERMIT#96-1803 I ORR, Judy. 42 Dollar Rd., Oroville Cont: Phil DeCann Mobilehome Utilities } OFFICE COPY Address GAS Date Meter By ELECTRIC Meter By Date a A� JOB FINALED (Date) ` Signature r r, V=OK O = Not OK t Y=lNoottReady - MOBILE HOMES V 1. Z g Requirements - Setbacks - Easements ils; Special MH Support Sketch MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s j 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails CSN f..:4' Wa , Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing lect ; Location-Clearances-Gmd-/ /Amp -Concrete 6 N a 5. Aum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7 ell Clearanceisconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Dat Date ✓ and B-1 NZ - ate Card B-1 Card B-1 Date Card B-1 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date MOBWE HOME INSTALLATION(Plans) OK except #'s j Z� Requirements- Setbacks Easements f Date Card B-1 Date Card B-1 rings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand Valve -Connector Date POOLS (Plans) OK except #'s lectri 'ty; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5 ain; MH Test -Fall -Flex Connector j t 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. WZ J and Sewer Connected -C/O to Grade -HD Approval Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI i,ri!,P,ovige-15-pe-installafion Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 60 -'Exit • sp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed JlJeoCert of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5Circulating Equip. -Pool �9ht9• Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Dat Lp Card B -1t Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test ell ,t�, r .S / g e f 3 7-1 <l Date Card B-1 Date Card 13-1 Date Card B-1 Date Card B-1 CSN J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except a's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; 'Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 6. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -- --------------------------------------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection -------- ----------------------------------------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection --------------------------------------------- --- --- 19. Shower Pan: Test. First Floor -Tub Access ------------------------------------- 20. Test Tub & Shower. Second Floor -Tub Access -------------------------------------------------- ------------------- 21. Gas Pipe: Size & Anchors -------------- ------ -------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection - - ----------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------ - ------------------------------------------------ 24. Size Boxes & No. of Conductors -Stapled ------------------------------------------------------------- _._._.. .. 25 Romex Installed Close to Edge of Studs & C.J. ------ --.. ----------`-----------------------------_---- 26. Equip. Ground made up wrMech. Fastners-Bond Gas & Water --------- -------------------------...---------- . -----........ ....... _. 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------- ------------------------------- 28. ---------------------------.28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At -------------------------- 29. -----------29. Range Circ r , ga. Cu or AI -Oven Circ. ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------- ..._.__._._..... .. 30. Service -Riser Conductors & Ground -Main Disconnect - ------------------------------------------------ .......---._ ....... ....... 31_ Equip_ Clearances Panels-Motors-Mech. Equip. -------------------------------------- ....... ....... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light -------------------------------------------- ------- ........ 33. Smoke Detector ----........................... ....................... .._ .._ ....... .. .... .. Date Card B-1 Date Card B-1 ---............... _............... -- -- --------- - - Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support ... ....................._....._.. ... .. ._ .. 35. Vent Fan: Exhaust above insulation --------------------- ...._.... --..._ ..... 36. Condensate Drain & Overflow: Size & Grade ------ - - ... ._.... .. . -... ... - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet .............. ....... ....... ... ... .. 38 Attic Access & Platform if Furnance in Attic ------ ------ --- .-. ... _ . .. . ....... .. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a s 39. Sits. Proper Material & Anchors 40 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ...... - 41 Bearing Walls over Girders & Floor Nailing 42 Draft Stop in Walls (rat proof) ...... -- 43. Fire Stops. Furred Ceilings -Stags -Chases -Tub --------_.... ....... .. ---- .._...._.._...... .. .. .. 44. Headers & Beam -Size & Bearing tringle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors _ 46. Cing. Joist-Rftr. ties- Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions -------------- ----- - 50. Garage Fire Protection Framing -------- ----- -------------------- 51. Property Line firewall & Openings _ -- ----------- 52. -Ex -t. -Doors-One 3=Check Garage-3,rd Story, 2 Exits ---------------------- 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------ - - 55. Siding -Nailing Veneer --------------------------- --- --�- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic. , 58. Shear Walls: Nailing -Bolts ---------------- __ 59. Insulation -Walls -Ceilings_ 60. Infiltration -Walls -Windows .----------------------------------------- -- - Date Card B-1 Date Card B-1 - - ---- ---- ----------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 6t. Ext. Steps -Door & Sidelight Protection -Landings - - ------------ -- --------------------- 62. Smoke Detector ----------------------------------------- - - 63. Furnace. Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ....------- -- ------ -------- ------------ 64. Bedroom Exiting -------------------------------- 65 --- ----- ---65 G.F.I. & Bath Fixtures & Tub Access -Spa ------ --- 66. Elec. Trim & Subp anel: Breaker Sizes & Labels ..-- --------------------------- --------- 67. Stags & Rails - - ----------------------------------- 68. Fireplace or Stove: Clearances -Hearth .._..------------------------------- - 69 Elec. Outlets at Wood Panel: Int. & Ext. --- ---------------------------- ---------- 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance - - - ----------- --------------------- -- 71. Elec. Outlets & Receptacles at Kit. Counter ... ... .... _.. ------- - -------------- ---------- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper - --...--------------------- -------- ----- ----- 74. Wtr, Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection - --------------------------------- ---- 75. Plb.. Elec. & Mech. Equip. quipListed for Location ....------------------------------------ -------- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection - -------------- --------------------------- ------------ 7,. Insulation -Foam -Looked in Attic ❑ Yes ---------------------------------------------�------------- 78. Guard Rails & Deck Constructidn-Post Caps ... _._...- - ------------------------ -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - --------------------------------- - 80. Following instld.a Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No -- ---------------------------------------- 81. ------------------------------------- 81. Stucco: Brown -Finish _.._... --------------------------- --------- 82 A CUnit: Disconnect. Electrical. Plumbing . ... ... ... ... . . -- - - - - - -------------------------- -- ----- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings . ....... .... __ ...... --- -. --------------------------- 84 Water Well: Disconnect. Electrical. Plumbing ----------------------- ------------- - 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground - - ------------------------------------ 86 --- ------------------------------86 Ventilation Throughout House . .....-. ..--------------------------------------- 87 Glass Protection ----- - ------------------------------ 88 Corrections from Previous Inspections - ------ ----- ----- ­ ----- ----------------- 89 ---------------89 Gas Test -Meters Tagged: Gas -Electric .. . .. _ . - - - - - --------------------------------- 90 -------------------------------90 Water & Sewer Connected -C/O to Grade -HD Approval - ----------------------------- 91 Energy Compliance Certificate -Other Certificates ----...------------------------------ Date Card B-1 Date Card B-1 .. .. .. ... .............------------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, Califorhia 95965 - Telephone (916) 538-7541 P RMIT No. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 71-190-036 ZONING FR 5 BUILDING PERMIT OWNER .JUDY ORR TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS . CONTRACTOR'S NAME PHIL DE CANN 5W1626 CONTRACTORS MAIUNG ADDREf69 BARDOLINO LN OROVILLE, 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23-00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS DOLLAR RD (A.P.#71-19-36) PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNSIONSNAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 6 Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities h Installation ❑ Other ❑ Describe Work: MU — Mobile Home x I xi 920.00 50.00 PERMITFEE S 80.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OV OR LESS ( 200A OR LESS ) UU 23.00 Main Service ( 200A TO 1000A ) 46.00 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 II force nd effect. / /� /' (� License Class Lic. No. fj /C/ 7-� D O ER -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 NEW CONST. DWELLING OCCUR OR ADDNS. ( s ACC. BLDS. ) SO. 3.50 FT. NEW CONST.// MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER SINGLE APPARATOUTLET sUS ) 8 Ex. Occup. (OUTLET OR FIXTURES ) 64L @ 1.5000 Ex. Occup. ( OFIXED UTLETS(R SE IDj OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMITFEE $ 63.00 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. j I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier �'7AI L-' e&,,y.O MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number — 2>72 L}<— (The above sections neeSnol be compl6ted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compens i pro ' ons of section 3700 of the Labor Code, I shall hos provisions. forth7/_7 X ___ Date Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 166.00 HAZ. D. FEES ._ IM FLOOD _ cDF P L ,, PD -- HD SSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRES ON the applicable provisions Resolutions to do work been paid. Date Q (D e) Receipt No.�1>Z 41 C%g WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _ ; e , r ..�-. ,.;�:r R'�, `Y� ,_: C�..pnr::-v,-.iyfs'i.tJn�'1 iii+,�`r��'.�,s�'Y�;'+,r�vi�iJY•:"5.,.. s:� � .�..r-��+ll�,�.V11y'kn.•r «.,..P�c.��r dim'-er. r ..< u ..-�, •.- .. , COUNTYOF BUTTE - DEPARTMENTOF..D{ VEL�OPMENTSERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 t4 PERMIT APPLICATION DATA SHEET -� OWNERla ,., ) L,,- -t r A. P. No. -71— 6_03 C Proposed Building Use Building Inspector Date g At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ... . .................---11****-* 2. Plot plans, 3/4 setsf signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous MaterialForm. ........................... .............. . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engine r d truss details and layout in duplicate (required prior to plan check). .... ` - ' 9. Mobilehome data and manufacturer's installation instructions, '2 sets. ........... 10. Fes/of $ :................... . Impact fees as shown on attached schedule. .... .......... ralifornia Department of Forestry plan approval/f e \ a �bFlloelevation letter (100 year floo� by California ngineer. . . pnd Saitation and plot plan approval ' c'Health Department . ............ a7 City of Chico plumbing permit . ........................ 1; ................. . -16. Plot plan and business license approval from City of,Biggs/G"r`-idley. ............. 17. • Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). ...Pr�4;sego; request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... - Owner -Builder Verification (Given to owner Mail to owner..... :...:: Recorded copy of Agricultural Acknowledgement Statement . ............... . 2 . Letter of signature authorization . ..................................... M 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. . . ,t 27. Letter of intent on building use . .....................................: 28. Mobilehome utility -clearance . ......................................... . 29. Documentaationn of IegalYaccess................... :.................. �'' �" •- _.30. Documentation ,& 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............�,. . 31. Existing violations/expired permits . .................................. �. 32. Plan check list. ....... ' 33. 34. f+ WfT you issue the emit procesOd follows: Mail to owner. Mail to contractor. f- Telephone " 3� hold for pickup at Ow office. D liver with inVector. Other Parcel Creation 0/ Acreage Applicant ✓ Date / 6 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _, Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by'Date Plans checked by Date Plans approved by Date S--Imo---iL , Sets of plans on hold in File cabinet Z AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner / Location Plan Approved f r: Sewage Di If Water Supply: : Public Clearance for bedroo obile ro Hold fi clearance O.K. Environmental Health Q /t» E. H. USE ONL]L Plot No AmxLed Ploor Plan Amhchad Smt to B.D. ^ APAP Private Well Date l v s7P/Cl�J, n 0 1 REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY approved as submitted approved with conditions ner attached sheet. cl v N 6 5.,�. ; 2f Signature � = n W r 'CD - 3 �t I m ALL STRUCTURES AND EQUIPMENT INCLUDING w 0 OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS• a A SET BACK OF 3 y FT. FROM THE SIDE AN �� Cn 30 FT. FROM THE REAR PROPERTY LINES AND o n = Sp FT. FROM THE ROAD CENTERLINE SHALL BE a� CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT m FOR A 2 FT. EAVE OVERHANG. CL Date U -PROVE butte County t"SIF®"Men I Healt -1-3 �.�' ,Or 7-r) S CAS G" JLC Fm 7/ -�1) _-36 AP# CDF FIRE SAFE REQUIREMENTS �� -1 Fo3 � , jr-. . PERMIT # NAME Under authority of PRC 4290, the following checked.items are required by, the Butte County Fire Department and are made a. part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these. standards. Field inspections will be made by the Butte County Building Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To'ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner: Driveway Standards f,J 1273.02 Surface. All driveway. surfaces and structures (bridges, 1273.07 culverts and other app_,rtetan.t_structures which: supple— ment the roadway bed.(.,r shoulders) shall. -provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed -16 percent unless paved. 1273.04 Driveway Radius [>(1 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ f(] 2. The length of ver -.r '-_1 curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds.. If required, will have a. minimum turning radius of 40 feet from the center of -the road. 1273.05 Turnouts. Shall be a minimum of l0 feet wide and 30 feet long with a minimum 25 foot taper on each end. L�-] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 o,f . _ ., p r� BUIL -K A P PH _� I-- IC3 -36 16_r.P03 Dxx '7-u.o-, AP # PERMIT # NAME (�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 'I less than 800 feet in length, shall provide a turnout near the midpoint of the driveway— Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300. feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances' shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall -open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels ---.1 acre aid -larger shall provide a mini- mum 30 -foot setback for.buildings and accessory buildings from all. property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification.. shall ba completed prior to completion of road construction -.)r f= --nal inspection of a building permit. Page 2 of 3� AC- P. -7�rr�t AP # PERMIT # AME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprilnkler system per NFPA:I3D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date 4 Lf', C( -q 6 Signature Page 3 of 3 P Z7 �1y�� i E: H, , And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 96-0298891 1 Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 11:46am 13 -Aug -96 I Rec Fee 6.00 COP 1.00 Cash 7.00 PUBL XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The properr described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: vx `4Z ge71V6L , C �G1 �7 r U -int oifrz U &tti- / Q hd 1-(.o den UcittZ dt-,� PVeU'U olh.� 7 /f a�3o oz-1,Pzi I Z0 A,107 �lt�-cue 8, d r27 Z? t3, !2t . o2 Date-.—P ate:PER1Y OWNERS: Qq State of California Countv of On %Moefore me, Cie m0 2 L S-t'�$ i personally appeared 7ia>,cz personally known to me (or proved to me on the basis of satisfactory evidence) to be the person($)..whose name(J) is/afe subscribed to the within instru nt and acknowledged to me that 4Wshe/th" executed the same in 4W er/their authorized capacity(ies), and that by his/ein r their signature(k) on the instrument, the person(%) or t1 t' n &half of which the person($) acted, executed th trument. GAILMOtR6ON WITNESS v and and offi is al. n hdon •1 Notary Ptblk_ r Signatur 1: AAtrtyomn.6�kwNotr 11►1�q� %.P.# Q'11 -1q0-03& LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH -' PERMIT CLEARANCE Building Permit No. OWNERS A•P• Q NAME: �y'� i I A / ,i NUMBER: PRINT LAST NAME FIRST COUNTY ZONING V IIr DESIGNATION: R S FLOOD ZONE: X FLOOD MAP: 40o6, APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP 5 �` L�-rn/+K�N RO DEED INFORMATION: 3�,err (3 tM Qq�9G�2 F��6 �-7 rcTP DATE OF CREATION: DEED REFERENCE: 88-3955' LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED. L\ . Maintain a 50 ft.- building setback from centerline of road. L -I.- _ 2. Maintain a ft.building setback from right-of-way/centerline 'of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. - 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ — 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Dnr'si - 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23 24. 25 26. 'Ala 1N3Wd013A30 dNdl MUM JO AIN665 9661 6 Z in r C13AI3338 LD 7/96 C:\WP51\FORMS.K\BLDGPERM.CLR -2 Mobilehome Manufacturer: ffd,[ f*xto, f`' �v Manufacture Year: MY 9 If other than single *wide, furnish Setup Model Number: P&O /O7i9 _ -Width::] A.I.Length: ?�'- (ft.) Tagalong or Expando Size - - 00 x -(ft:) On mobilehomes manufactured. after October 7, 1.973, furnisfi manufacturer's all installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ] Other:,��; SUPPORTS: Concrete block[ W 'Other: Provide Tie Down Specifications for all Mobilehomes: Cc in a //-14 1 vim/ - Pier Footings Sizes and Location SINGLE WIDE . -- MULTI -WIDE Line 1 Liao 1 . Line 2 = Line 2 .. ... Main Beam4 ...............................................................................................: Line 2 : - e 2 Line 1 Line 3 Line 2 Main Beams . :........................................................................................ Line 2 Line 1 Tag or Triple e 4 Line 1 Piers: Size minimum: r I x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: I z x 30 Size minimum: ] x Spacing maximum: p From ends -maximum] ` Line 3 Roof Loads: Size minimum yz� Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): 9 Line 1 Openings . Size minimum: [ ] x [ ]. Each side of openings with width over: I` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: I I` From ends-maximum:1 C` OVER FLE COPY 9�-/gyp 1. Owner's Name: jai m 4, Orr 2. Assessor's Parcel Number:.. 3. Installer's Name: PhA 4. Is the site currently under permit? Yesy] No[ ] Permit No. 5. Is the site an existing site? Yes[ ] No[14 (If yes, furnish two plot plans). 6.- What is the electrical rating of the. mobilehomeZ Amperes. . . 7.: What is the mobilehome site circuit breaker rating?- ® 0 Amperes. 8. What is the electrical rating of the mobilehome site?4. d. Amperes. - - 9. Is the main service remote from the mobilehome site? . Yes[ ] -NON If it is; what is the rating? Amperes. - 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[,4 No[ ] If -yes, please identify the load and size: a) The mobile home site: Load- Amperes- b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[xf None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?A(ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 r Kaufman d Broad Home Systems, Inc. Rancho Cordova, CA 95670 (916) 635-5332 MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: PERMIT NO.: Owner's: �^> Name: Gl. C% i/ [rte Owners: �. ed, IL 9,I n6 Address: ! D t { t - ` > UI . Mobilehome f/ 1 % Year of ,. Manufacturer ,� G } ,Ny,� .. �rti ,�� Manufacture: 1 i Serial number or V.I.N. // i — 73 2- Insignia or HUD number: ;p y , ey f =—s Official approving installation: Date: If the mobilehorn s moved' rIelocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor ' tc:i ELECTRIC GAS Support Struc. Compactio Test Re . Service Size Other Load •T a Pipe Size .Len t'h YESI NO YES NO • f COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION . 7 County Center Drive - Oroville, Calis)rnia 9'5965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT g/0 - 84/& ASSESSOR PARCEL NUMBER 071-190-036 ZONINGFR5 BUILDING PERMIT OWNER JUDY ORR TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 9340 ORANGEVALE AVE #22 ORANGEVALE, 95 2 CONTRACTOR'S NAME pHIL DECANN 1589-3626TELEPHONE CONTRACTORS MAILING ADORES 169 BARDOLINO LN OROVILLE, 95966 Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is Filing Fee $ 20.00 LENDERS MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 42 DOLLAR RD PERMITFEE $ 43.00 OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOTNO. SUBDN510NSNAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation EX Other ❑ Describe Work: _MHI — 96-1803 Mobile Home S G W @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filinq Fee 120:00 Main Service000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 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 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. ) SO. 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS ( 8 SINGLE ouTLEr CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 @ I.00 BAL a .50 Ex. Occup. (oFIXEEDTSA PLS OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE Contractor ` WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X-_�vvDate _ d —�3' _ Sture of Applicant - Owner ❑ Contractor ❑ Agent A SHA permit is required for excavations over 5'0" deep and demolition or construction U96 of structures over 3 stories in height. Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 143 00 HAZ. FEES _ I IMP I FLOOD CDF PARC PD HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Da 2 (ate) Receipt No. 202508 WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f.. r ��i•.•"^YA •..• �1 .Ri . 'V': r,,,�. . --_.--.r".....+r +.p•vc ,ir ry ;•S.+.m• •.a„is.o rp ,r. • �1 COUNTYOF BUTTE - DEPARTMENTOF DEV LO PM ENT SERVICES = BUILDING DIVISION t = - _ 7COUNTYCENTER DRIVE - OROVILLE,,CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICTION DATA SHEET OWNERCJ M Q 0f i� No. / I - f Leg�r'/c/�j Proposed Building Use Building Inspector Date At time of permit application, I was advisedthe following data must be submitted prior to permit processing and/or issuance: �i DATE RECEIVED BY 1 • All items have been submitted. ..:.......................... 2. Plot plans, 3/4 sets, signedtby preparer of plans. ...- ...................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. .......... 5. Hazardous Material Form . .............. .......................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate -(required prior to plan check). . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... S 0. Fees of $ . .......... . Impact fees as shown on attached schedule. ............... 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. ........ I ........ j 14. Sanitation and plot plan approval Health Department. ........... . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ ' 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 1,1,spection request 20. Pre -inspection for required. . to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . ................... 25. Letter of signature authorization. .......................................P. ► \� 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use. . Mobilehome utility clearance ........................................... 29. Documentation of legal access . ..................... ; .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. 31. Existing violations/expired permits. AI 32. Pla check list. .......... 34. W�e,[� you issue the per p�focgss as follows: Ma' o owner. Mail to contractor. 1� Telephone J" 06-Ae and hold for pickup at Mjy ; office. Deliver with inspector. Other Parcel Creation Acreage Applicant, /� Date �'-/ 3 Copy of Haz-Mat form sent Health Dept.,, Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to, 1. Index permit for above items No. c 2. Additional items required: issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by (7 1 IV3 o45 Date 2-16- Plans approved by (f,1V�tSo45 Date 9-2x-16 Sets of plans on hold in File cabinet C- AP folder - -- Copy - Department of Public Works a COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER (� Orr A.P. PROPOSED BUILDING USE [� DATE 9-11,3 9 REC. # DATE REC 1. SCHOOL DISTRICT FEES . (paid at District Office) SHERIFF FEES (paid at Building Division) Residential......._x 0=$ unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq. ft.) .. x = $_ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES _:.$400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE ...� _ ••+.N•'•r.11r/ �.-rrYr" ""`•v+an..:�+,.�.r-._ 'i.'�W?s^Y'rv^. i.�.,.. - r-i.}'�:i.e �; {~ ^-..,.. h. -,F"ti�....- -.Y .. ,h...Jl�..�: rv� : ,.F .,r r.' .tt+"•�•r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Oro Building Department No. A.P. Number 091—L90 -031, Jurisdiction: City ] County Property Owner Property Locatic Subdivison Lot No. Residential Development 0 14 Sq. Footage No. of Living (MRI Addition (Group R) Units Commercial/Industrial 0 Sq, Footage New Addition (Including Exterior r Roofed Areas) Building Department Representative Date .. r (Floor Plans reviewed bv`School District Personnel) District Identification No. ress) DO 2.0 School District certifies that fiA A"i (A scant) (Phone Number) ' r (City) - (State)(Zip Cbde) has complied with the requirements of Resolution No. by payment of $ 01 D representing �� (� Z square feet. As 2926 $ HULL MITIGATION $ h4cz-., CdA441 r %3. 96 School i ri Representative Date Paid by Check # Remarks: Bank Number Paid by Cash ....� If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm OWNER COUNTY OF -BUTTE =�s BUILDING DIVISION :,x DEPARTMENT OF DEVEL;.QPMEINT SERVICES" =u 1469 Humboldt Road, Chico, CA - (916) 891-2751 ..y 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307. CORRECTION NOTICE - .r� el 94/2 Yy"W PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at . =` the above address and should be corrected. Please notify this office when correction of work r' = is completed. If you have any questions pertaining to this matter" or need additional explanation, please contact this office immediately. '. :1 Date q110 14q Inspector % REV 10/92 ^; Y`Y:{ BUTTE COUNTY DEVELOPMENT SERVICES Date: Owner: Address TYPE: Permit History on File: [ ]None [ ]As follows: AP# LO-'-7//- Zoning: General Plan: --------- INSPECTOR'S REPORT Tenant: I I Address:— DecripLion of Violation: 61 �cA✓ A::,:2,otj v -d CT-f—`ZAP - SOj D —t-0 2a o P at -D 2.) n X ', Approx. Size of Bldg./M.H. 1Occupied Has Electricity: [ ]NO ]Vacant Has Sanitation: [ Ff-e—s ]No —Caution: [ ]Yes [ ]No Approx. Age of BldgJM.H. Has Gas: (*TIq28-ne ]Propane ( ]Natural Obvious Sewage Problems? ( ]Yes [ Wo'— Under Construction: [.4Y-e's ]No Built by/for: [ ]Present Owner [ ]Previous Owner Hazards:[ ]No ]Yes,(explain) Person Contacted:. zli�Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF TBE CORRECTION NOTICE! ACTION RECOMMENDED Inspector. I Z4Zn - ( 4f'h--iorrnat/io`n"0nly, File C jCompWnE Unfounded ( ]Resolved per Inspector's Report 1,16"7 Date: ( ]Hold for Days [ ]Other ( ]Send Letter for Compliance rr Assessor Name ORR JUDITH A 1. Asmt # Fee ,# 071-190-036-OLO]i 1 P.O. AddrBOX 556 Status ACTIVE Status Date Tax 00' OWNERSHIP -JITRA 109 000 Addr2 I FEATHER FALLS CA 95940 0556 11 Situs 142 -DOLLAR RD FEATHER FALLS Addr3_ BaseDt Addr4 — – -- - Land 28,112; ED Timber Preserve Structure 3,306; r AgPres Comments 7119003600 CONVERTED 09!08!88 Fixtures 0 jJ Etal Growin p Creating Doc# 197882337639 Date ❑Notes g Current Doc# 1997PB1803 Date 08/19/1996 Killing Doc# DateF-- 1' r Bonds Total L&I 31,418 J Multi Situs • (Fix. R F0 Flag! MH PP _ Q AsmtDesc 42 DOLLAR RD j SuplCnt� ' FIag2 PP 0, Zoning FR5 00 Dwell 0 J 910 MH Exempt 0, Acres/Sq Ft 4.97 N!C 071 �J Asmt PP Pen Net _ _ 31,418 R!C# -J Tax PP Pen IJ Appeal Pending{T!R Dt Split Pending RIC Stat PHY OWN EXP TAX HON `:°ATT. .' ids' ind I E F�11 2002.ilia; 07j25j2001`3;27:;npmw– Lt Ok .. ;.;` � •t,;! Utv9a%g'�• :'.K .�.i�yt �+ x .. 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