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HomeMy WebLinkAbout026-050-051- COMPLAINT TO INSPECTOR 026=05- 5.1 V. 92-0013_ ,. 'SIGFRID; .J 'CONTR.: -,ARNOL GARY " )ID STAN LEY, OROV I E /3 , MH UT I L ELEC apo loo - /yl y - I GAS COMPACTION TF.4T RFn SUPPORT STRUCT REQ o 026-05-0-051' r t '92-0014 SIGFRID, JOE` CONTR : A LD, =--GARY" STANLE ,OROV I LLE l d MH I t. w 026-050-051 00-2881 SIGFRID, JOE,_; '2010 STANLEY DR -;,O OVII LE CONTR: OWNER z RETAG GAS LINE Z�U B07-0844 026 -050 -051 - RESIDENTIAL �^ SFD-Mobile Home PFS MH REPLACEMENT ON PERM 2010 STANLEY DR,-XW 07 GEORGE W & CAROLYN CHA MAN B07-0845 026-050-051 MISCELLANEOUS Awn ing/Canopy/Carpt STEEL CARPORT - 40'X30' 2010 STANLEY DR GEORGE W & CAROLYN CHAPMAN, ,�l r. V a i 0 40 clJ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING -PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2010 STANLEY DR Owner: Permit No: B07-0844 APN: 026-050-051 GEORGE W & CAROLYN CHA Issued Date: 05/03/2007 By TMP Permit type: RESIDENTIAL 2020 STANLEY DRIVE Subtype: SFD-Mobile Home PFS OROVILLE, CA 95966 Expiration Date: 05/02/2008 Description: MH REPLACEMENT ON PERM FN (719) 389-1693 Occupancy: Zoning: ARMH Contractor Applicant: Square Footage: GEORGE W & CAROLYN CI Building Garage Remdl/Addn 2020 STANLEY DRIVE 1,460 OROVILLE, CA 95966 Other Porch/Patio Total • (719) 389-1693 1,460 FEE INFORMATION DBEH Building Review Fee $75.70 DBF MH Plan Check $219.96 DBMSC Mobile Home $329.94 Total Charged: $625.60 Fees Paid: $625.60 Balance Due: $0.00 Receipt No: B2920 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such peril to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 05/03/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this peril is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑® I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less.) ElIAM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 05/03/2007 compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those Owner's Signature Date provisions. X C1,QA 05/03/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the propTy owner or �^ authorized to act on the property owner's beha . 05/03/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ® Owner ❑ Contractor OR. ElAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name Name7 Mailing Address 20 Z-0 �� (�Li City �� i € € State C.>} Zipis q cry Phone 71 � 3 9 1 b Fax Eanaii CONTRACTOR Name Address Cityv� stake Zip s9L� Phone 711.3k9-1 G f :3 Fax E-mail fic. # Class ARCHITECT/ENGINEER Name rel�elc&. 00 cm cis ,41;'(' ,-,11"-, Address City AA,_, State CA ZiP ��� � 1 Phone Fax E-mail State License Number APPLICANT INFORMATION Name CY14 ,-. ,9 mAry Address 2zLio YL -m4 n / c,, City /L� l ZP Phone 7t f 1G S_:LF Carrier E-mail APPLICANT SIGNATURE X , For office use only: Zoning I AR-1 Occ. Subdivision Name Planner F.cod Zone I A ISRAIYes (No T%pe Const. Ulap Book Page Date Approve: v1 f �t 0.(VFt it< - PERMIT NO. o ',t b BIN # mv3 Descilption or Scope of Work: �1PROJECT50- CLOCATION AP# „( -U J Property Address ?.z # Cit bro V" I f e Cross Street ff f 0 Structure Built without Permits WORKER'S COMPENSATION Policy Number Carrier lthlrtng anyone other than license contractors, a car0cate of worker's compeasatlon must be shown at the time of pemrit issuance. LENDING AGENCY Name Address mv3 Descilption or Scope of Work: Sq FT- Living Garage Open Cov 0 Structure Built without Permits r f �� K.,;' 0 Proposed Change of Occupancy Note pevious use): ice+ -+a) v4-Aruf:t 6,01 . 4 C' e— Inv 6 r' ie, - I A-0 5'n e- EXPIllaTfON 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. / i Received .by Amount: D�BIdg SRA Receipt #: Sheriff _SMTP Date: V _2 6 s Other J oo!f 07 b Total } 1 J r � 2 Vowd �"o s . _ 9 —0 -if f Thank 900 . Y,6 . Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT t)IRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cavy out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. {YES OR NO) 2. EV3iHAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: MH REPLACEMENT ON PERM FND Reference Number: B07-0844 Applicant Name: GEORGE W & CAROLYN CHAPMAN Owner's Name: GEORGE W & CAROLYN CHAPMAN AP # Signature of Property Owner: 6Date: 026-050-051 Butte CountyDepartment of Development Services TIM SNELLINGS, DIRECTOR J PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0844 Date: 4/20/2007 Location: 2010 STANLEY DR By: GLB Parcel Number: 026-050-051 Sub Type: SFD-Mobile Home PI Owner Name: GEORGE W & CAROLYN CHAPMAN Phone: (719) 389-1693 Description: MH REPLACEMENT ON PERM FND The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District,, 9447 Midway, Durham CA 95938 - (530) 345-1921 d Fuer River Recreaction,& Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 V1__ Paradise Parks & R reatO on, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Signature of Property Owner: (�Q.Q C Date: 4/20/2007 FILE SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 O�22 IIe Union High, 11 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 4—p<_ DPaeadise Unified Wool District, 6696 Clark Road, Paradise CA 95969 872-6400 - (530) OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: ❑ ❑ Other: Other: Signature of Property Owner: (�Q.Q C Date: 4/20/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0844 Date: 4/20/2007 Location: 2010 STANLEY DR Parcel Number: 026-050-051 Owner Name: GEORGE W & CAROLYN CHAPMAN Phone: (719) 389-1693 Description: MH REPLACEMENT ON PERM FND Signature of Property Owner: Oa a Date: 4/20/2007 FILE i BUTTE COUNTY SCHOOLS. IMPACT FEE CERTIFICATION FORM (One form. per Building) School District Dy< -D -v ' j4h Building Department No. C,) VV Tax Rate Area No. A.P. Number Jurisdiction: = City ©County Property Owner f ,r0 V--% C Ad n VN"\ /,Y P--) Property Location/Address 1AI K) Subdivision Lot No. I .................................................................................... 0 Residential Development= Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # Cr. Demo - ( -7 q—)0 ) '• *(No foundation inspection) ? existing ng sq. ft.see attached Net total sq. ft. D0 t Commercial/Industrial New 0 ` Addition t CV \ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) +�- District Identification No. 10 - School District certifies that �),ID t\-) (Street Address) s4etYl Sq. Footage (Including Exterior Ro fed Areas) Cf C) in ' Date Ca rD Cha � (Payor) 1 by' Dr A -k C A - (City) (State) , �- has complied with the requirements of Resolution No. I '-)Sq [0 (-P '?Iq -39171/69.3 (Zip Code) (Phone Number) by payment of $ • representing V square feet.1�13 2926 $ FULL MITIGATION $ School District Repres, eritative Date Paid by Check # Remarks: Ex a— y}, [')�-, Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from°challenging the imposition of the fees in any court action. If,,sibsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is otified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12i06)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM PKEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s) L Project Location /Address Subdivision Name 1 Building Permit Number Ou Assessable Sq. Ftge `114 (Q 0 Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued Comments: verified by Building Department r,�'A t e Ti min 1 f �)OsLarEL.A L--{ , �) o ' g Date (Jah+RRPD ❑ CARD ❑ PRPD D DRPD certifies that: (2u L U'.j yo C ko M�-A) W9. 3R9 - /(193 Applicant Name Phone Number Dr ya) � Ik? CIP S9 6cc Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No,;, Paid b Cash: Receipt No: Recreation ark District Representative Date BUTTE COUNTY FEE SUMMARY 7 CGunty Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0844 Job Address: 2010 STANLEY DR Contractor: Printed: 4/20/2007 10:39 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 4/20/2007 $75.70 DBMSC Mobile Home 0010-440001-4210500-1010 $329.94 DBF MH Plan Check 0010-440001-4210500-1010 $219.96 4/20/2007 $219.96 Printed By Gwyn Benedict 625.60 $295.66 Balance Due: $329.94 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: u Date: 4/20/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C oopa�� National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-0844 Location: 2010 STANLEY DR Parcel Number: 026-050-051 Owner Name: GEORGE W & CAROLYN CHAPMAN Description: MH REPLACEMENT ON PERM FND Date: 4/20/2007 By: GLB Sub Type: SFD-Mobile Home PI Phone: (719) 389-1693 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: C ,L Title: FILE Date: 4/20/2007 r` Butte County Building Division MANUFACTURED HOME SUPPORT INFORMATION Owner's name: ('W9441i A.P.# � QC -Z - 0';Z- I Home Manufacturer: Manufacture Year: Model Number / Name: Width: (ft.) Length: 55 (ft.) FOOTINGS: Wood - pressure treated or foundation grade[1�fbther:[ ] SUPPORTS: Concrete block [ J] Other:[ Provide manufacturer's installation manual, support blocking requirements and state ei approved or engineered foundation or tie down system specifications. "b� Pier Footinq Sizes and Locations �:- SINGLE WIDE Line 1 ��'-----_---------_�__ __�—� Line 2 Section 1 Line 1 Section 2 Section 3 Line 1 Piers: Minimum size piers: 2,V X 2 Spacing maximum:O " From ends maximum: '- D r�%Cine 2 Piers: Minimum size piers: X r2 Spacing maximum: & ' o " From ends maximum: Z ' o " Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): C:� CXR .Ifi .Qa� �� �rJ • MULTI -WIDE Line 1 Line 2 Line 3 Line 2 Line 4 (triple wide only) Line 2 Snow Load: '° psf Snow Load requirements may be obtained at hftp://www. upstate-ca.com/butte/buffe_county/ Insert AP #, view snow load in lower right comer. Line 1 Openings: Minimum size pier:['�.e1] X [ 2 V ] Required at each side of openings over * ' p wide. T Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4P7 -ow By Tie Down EngineeringaUT -1-E COUNTY 1 NO Xi2 Ground System Xi2 Concrete System Engineer Approval State Approval HAMJFACTURED HOMVMOBME ?TOMS FOUNDATION SYSTEM R MTH AND SAFETY CODE. SECTION ISSSI APPROVED Wf)Wr TO CORRECTIONS NOTED MMOVAL DOSS NOT AUTHORIZE OR APPROVE ANY OXIISSIONS OR DEVIATION FROM REQUIREMENTS OF AYFLICABLB STATE LAWS AND REWLATIONS Smote of Catirarr" Dvwft wt IfRowans nd C ==nfir Deadapaa& ,--•,i OF COBS AND STANDARDS LD TIE DOWN ENGINEERING • 5901 Wheaton Drive •Atlanta GA, 30336; r/E". ` Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering REQUIREMENTS • These plans and specifications meet the requirements of Title 25 Section 1336.3 Sub Section A and 97 UBC Seismic Requirements, CBC 2001 addition. • Maximum vertical projection at sidewall is 9'. Higher walls may be used when the design loads are adjusted accordingly and approved by HUD. • Main rail spacing must be 75.5" - 99.5" ` Except single sections 95" minimum • Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, and rim plates. The longitudinal component of the Xi2 system replaces end frame ties. Check manufacturers set-up requirements. • Maximum pier height is 48" pier. *Except for single sections 36". • Steel piers must be fastened to the I-beam with clamps provided with steel pier. • Systems must be placed as evenly as possible, no more than 10' from end of home. • Designed for 7:12 roof slope. *Except single sections, (20° - 4.37 in. 12" pitch). Additional Requirements for Concrete Systems • Poured concrete must be 2,500 PSI minimum at 28 days. • Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by 14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep. * Xi2 components exceed HUD code 3280.306g "Anchoring equipment exposed to weathgring sha11 havdaj resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coating...." Page 2 of 8 Installation -of X12 Ground Systems 1. Identify the number of systems to be used on the home using the chart provided. 2. Identify the location where the systems will be installed. 3. Clear all organic matter and debris from the pad site. 4. Place U -bolts through holes in pan provided. 5. Place pad centered under beam with the lateral strut bracket towards the inside of the home. 6. Press or drive pan into ground until level and flush with prepared surface. 7. • Build pier according to State, Local or Home Manufacturers guidelines.(Figure i) 8. Attach the end of the smaller tube to the inside of pan using U -bolt & nuts provided 9. Attach the flag end of the larger tube to the opposite I-beam using the ",f' bolt over the top of the I-beam with the nut & washer provided. (Figure 2) 10. Install a minimum of four (#12 x 1" tek screws) self -tapping screws into the holes provided in the lateral strut so that the two tubes are connected together. (Figure t) r°lid f Nome 21 11. Install frame bracket clamps to I-beam on in side of block/pier. Do not tighten nuts at this time. 12. Attach longitudinal strut to U -bolt in pan using nuts provided. 13. Insert strut in the frame bracket clamp, attach with nut and bolt. Do not tighten at this time. 14. Pull the frame bracket clamp with the fastened strut outward to remove any slack. 15. Tighten all nuts and bolts on the struts and beam clamps. Page 3 of 8 T/E�" 'DOWN; ENGINEERING, QD C LO 0 J -Boit Nut & Washer 1-3/4" Tube CS �® strut Latera! Struts (flag end) ° i.,Y:i.+�c ;;fir:` w:�:�'� •moi-jiic.:::„� ° 1-1/2” Tube 4-#12x 1" Tek Screws 1-6eam Figure 2 - VI U -Bolt & mounting . Figure 1 Bracket r°lid f Nome 21 11. Install frame bracket clamps to I-beam on in side of block/pier. Do not tighten nuts at this time. 12. Attach longitudinal strut to U -bolt in pan using nuts provided. 13. Insert strut in the frame bracket clamp, attach with nut and bolt. Do not tighten at this time. 14. Pull the frame bracket clamp with the fastened strut outward to remove any slack. 15. Tighten all nuts and bolts on the struts and beam clamps. Page 3 of 8 T/E�" 'DOWN; ENGINEERING, QD C LO 0 Xi2 Ground -Parts Detail Xi2 Ground Lateral System Part Number 59306 Includes: 5' Strut, pad & hardware kit (#59329-1 includes all nuts and bolts). Longitudinal Hardware Kit Part Number 59331 Includes: 2 I-beam brackets & 2 U -bolts with all nuts and bolts. Lateral and Longitudinal Combination Part Number 59333 Includes: 5' Strut, Pad, Longitudinal Strut (#59329), Lateral and Longitudinal Hardware Kit with all nuts and bolts. Struts for Longitudinal Systems Part Strut Pier Height No. Length Up To: 59330-44 44" 4 Blocks or 32" 59330-65 65" 6 Blocks or 48" Ground Longitudinal Hardware Kit Xi2 Ground Longitudinal Strut & Hardware Kit Ground Longitudinal Strut Xi2 Stabilization Pier Placement for Ground or Concrete Single Section Home 0 -80' (76' Box) 4 Xi2 Systems L. Xi2 Pier Placement Double Section Home 0 -62' 3 Xi2 Systems` 63' - 80' 4 Xi2 Systems '2 Xi2 systems can be placed at either end of the home. Triple Section Home 0 -62' 4 Xi2 Systems 63' - 80' S Xi2 Systems Page 4 of 8 I I Installation of Xi2 Concrete Systems 1. Identify the number of systems to be used on the home using the chart provided. 2. Identify the location where the systems will be installed. 3. Build pier according to State, Local or Home Manufacturers guidelines. 4. Drill two 3/8"x 3" deep holes in the concrete using holes in galvanized bracket as ,a guide. Attach bracket to concrete pad using 318"x3 -1l2" wedge anchors ® �' provided. Place nut & washer on anchor, leave enough room for 1 to 2 threads showing on top of bolt. Using a hammer, tap the wedge bolts into hole through bracket, leaving nut & washer flush with bracket. Using a 9116" socket wrench, tighten wedge/anchor bolt, securing bracket to the concretes 5rcrc�� kris °�, 5. Attach the end of the smaller tube to the bracket mounted on the pad, using the?s. grade 5,1/2" x 2-1/2" bolt/nut provided.' 6. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over�v_:,ss:.., the top of the I-beam with the nut & washer provided. (Figure i next page) 7. Install a minimum of four (#12 x 1" tek screws) self -tapping screws into the holes provided in the lateral strut so that the two tubes are connected together 8. Install frame bracket clamps on I-beam on the inside of block/pier. 9. Insert strut in frame bracket clamp and attach with nut & bolt. Attach opposite end to concrete bracket. 10. Pull the frame bracket clamp with fastened strut outward to remove ar lack. 11. Tighten all nuts and bolts on system.° Page 5 of 8 TIE DOWN ENGINEERING e 5901 Wheaton Drive e Atlanta GA 30336 . -349-0401I I a G Xi2 Lateral Concrete Systems Part#59307 Includes: 5' Strut, Bracket, & Hardware Kit #59315-1 with all nuts and bolt. Longitudinal Struts for -"Concrete Systems" Part No. Length Pier Height #59013 44" up to 4 Blocks 459015. 65" up to 6 Blocks Longitudinal Hardware Kit Part#59253 (includes 2 sets per kit: 1 -beam bracket, nuts, bolts and washers) Lateral and Longitudinal Combination Part#59332 Includes: 5' Strut, Longitudinal Strut (#59364), Lateral and Longitudinal Hardware Kit with all nuts and bolts. Nut & Washer Figured Beam Clamp 13racket J -Bolt Lont Longitudinal Strut f 4,tve end o B68B P 00 0 Concrete Longitudinal Hardware Kit Xi2 Installation Placement Offset Placement Diagrams represent examples of double and triple section offsets. Total size is determined by the length of unit plus offset. Xi2 Stabilization Pier Placement for Ground or Concrete Xi2 Pier Placement Single Section Home Double Section Home 0 -80' {76' Box} 4 Xi2 Systems 0 -62' 3 Xi2 Systems' 63' - 80' 4 Xi2 Systems "2 Xi2 systems can be placed at either end of the home. Triple Section Home 0 -62' 4 Xi2 Systems 63' - 80' S Xi2 Systems ML Page 7of8 m 0 Ln � � O 0 i Triple Section Home 0 -62' 4 Xi2 Systems 63' - 80' S Xi2 Systems ML Page 7of8 m 0 Ln � � O 0 Hardware Breakdown #59329-1 Hardware for 59306 Lateral System 1 84533Z U -Bolt 1/2-13 x 2.63 x 2.19 thread 1-3/4 zinc 4 10556 Tek Screw #12 x V 1 10631 Z J Bolt 112 x 5-1/2 grade 5 zinc 2 14640 Push Nut 1/2 1 12107 Flat Washer 1 x2" SS 1 10646Y Flex Nut 112-13 grade 5 zinc 2 10519 Hex Nut 112" w/ Serr flange #59331 Longitudinal Hardware for 59306 2 59272-1 Beam Clamp Base 4 59272-2 Beard Clamp Top Flange 8 10926 Carriage Bolt 1/2-12 x 1-1/4 2 59272-2 Full Thread 10 10646Y Hex Nut 1/2-13 grade 5 zinc 2 10801 Carriage Boit 1/2-12 x 2-1/2 5 10646Y Grade 5 2 84533Z U -Bolt 1/2-13 x 2.63 x 2.19 thread 2 10801 1-3/4 zinc 4 10640 Push Nut 1/2 4 10519 Hex Nut 1/2" w/ Serr flange # 59329 Hardware for 59333 Lateral and Longitudinal combination 1 59329-1 Hardware Kit 1 59272-1 Beam Clamp Base 2 59272-2 Beam Clamp Top Flange 4 10926 Carriage Bolt 1/2-12 x 1-1/4 4 10801 full thread 5 10646Y Hex Nut 1/2-13 Grade 5 zinc 1 10801 Carriage Bolt 1/2-12 x 2-1/2 2 10801 Grade 5 zinc 1 84533Z U -Bolt 1/2-13 x 2.63 x 2.19 Thread 6 10646Y 1-3/4 zinc 2 10640 Push Nut 1/2 2 10519 Hex Nut 1/2" w/Serr Flange #59315-1 Hardware for Lateral System 1 10631Z J Bolt 1/2 x 5-112 Grade 5 zinc 1 12107 Flat Washer 1/2" SS 4 10556 Tek Screw #12 x V 2 10646Y Hex Nut 1/203 Grade 5 zinc 1 10826 Carriage Bolt 1/2-12 x 3 Grade 5 zinc #59027 Hardware Kit for 59307 Lateral System 2 59264 3 Way Concrete Bracket 4 10530 Wedge Anchor 318 x 3.50 1 59315-1 Hardware Kit #59263 Longitudinal Hardware for 59307 2 59272-1 Beam Clamp Base 4 59272-2 Beam Clamp Top Flange 8 10926 Carriage Bolt 1/2-13 x 1-1/4 1 59315-1 Full Thread zinc 12 10646Y Hex Nut 1/2-13 Grade 5 zinc 4 10801 Carriage Bolt 1/2-13 x 2-1/2 4 10926 Grade 5 zinc #59364 Hardware for 59332 Lateral and Longitudinal combination 1 59264 3 Way Concrete Bracket 2 10530 Wedge Anchor 3/8 x 3.50 1 59315-1 Lateral Hardware Kit 1 59272-1 Beam Clamp Base 2 59272-2 Beam Clamp Top Flange 4 10926 Carriage Bolt 1/2-13 x 1-1/4 Full Thread zinc 2 10801 Carriage Bolt 1/2-13 x 2-1/2 Grade 5 zinc 6 10646Y Hex Nut 1/2-13 Grade 5 zinc Page 8 of 8 T ES 'DOWN ENGINEERING e m � . � � V 9 J.I O O n IC) 6 6 6 1 0 L 00 z roornc ' - 41-7 1/2 n� GA8 1ILBT \ - r--------------- _ _____--_-------_---____.__-__ __________--------___�_---.. -_- • .___---__- am$. 1 1. TRIS DR"=g Ir u • 1 1 I msYDAAD m TEi - 1 1 I GULAG I D N1w Iaa 1 AID I/ 70 11 UW 1 I D1 COBJ04TION we i as IfsmLLATras I N 26-2 I Ir1I0RA AND ITr DMIN OUTLET . T. rDOD1XMOrr. D7 I C 12-2 rf I I s. roormOr as .•-1 .. 53-20 FLEX DUCT C0INECTI0I 01 A—INIT 1 sIIa61 FOR Qylle CV I aw.r. Rin m I J I PAIEL BOX - ® •'' reAcrm lar Vaal A AAr1a am FAD 776, 1 • Don comIrloN, RC. 1 1 1 3 1 1 I. roorarc aloe A 1 I puns AAY RWEM R i 1 AT sUPBp1T WRs. O Q ..__ 1_---------------------_-.....________-__----_-----__________-__..._____--_-----_______..._-- ___--I OXOLs7ALLMM \ I 52-1 ISINYAL "R Rr0Ua1- 3 i '•-14ATSA-TALET i 6:ns. ,..I \ I LI L i a 30-p n Imo. 1 FLEX DUCT [0NVEr7FTQx I � 6-UNIT 1- 1 1 1 ' --------- waoDLnttD ` 17 V WATERFORD 1 ° o 0 nn �z cu 4513E BUT 8ujL[) UTILITY DROPS 0 AIVAR Jr. c i CUSTOMER: CRAPMAN ORDER NO: 02 6608 SME.lc a axml16N/WSONA:C " J 171NA15138026601 J. 4 SHEAR WALL DATA , �44� WIND LONE: 1 DESCRIPTION 32 79 _ [ABEL UPITIWALLI PANEL TYPEJ ACT.LENGTB I REQ.LEWGTN I ROTE ACT.TRIB" I REO.TRIB IJNSISCHT A A I ISG E 98 1/4' 63 7/8-11 x2b as STRAP FLOOR INFO 14'-1 1/2' 90 B 8 1 2S6 S 104' 2 JOISTS [ 3 LAGS C B 1 ISG E "-1 59 1/0"13 x 26 as STRAP 39'-5 5/8' 18'-3 I/8' 27'-4• 13'-i 1/2' 4 90 90 " EMPTY TRIO FIELD IS COMBINED IN NUKRER ABOVE x 53 SGL HUNG WINDOW_ 30 JNS = NUMBER OF JOISTS FOR USE WITHOUT STRAP SGL HUNG -SIDE LD DRRY[YO MIX J01ST SIZE 2'6 )ATR - TJI PRC 360 CUSTOM SPEC DRWG TJI PRO -30 SPLICE LOCATIOY JOIST MATERIAL SPF LOAD: 30 LBS. AIVAR K. PERIIFTER PIERING REQUIF.ED CUSTOMER: CHAPMAN DIMENSIONS ARE FROH HITCH END JOIST SPACING l6 LOCATION OIITT POST L0.9D HEIGF.T BEAP.ING POST PIER LOAD' EEAN 171WA4513BO26608 A 1642 114" 1.75 33 3300 TJI 16' LIVE L:iAD_: 30 LBS. WALL I NCO 6 1642 114• 1.75 33 TJI 16' FROM - TO UNIT HATE 10'-3 3/4' A _ 13 5 114" 1.-5 3 8500 TJI lo' 0" - 1'-2" A B SIDEWALL NGT. 90" 10'-3 3/4" B 1375 114" 1.75 3 TJI I6' 9'-2° - 10'-3" A 6 EXT WALL SIZE 2Y..6 10'-3 3/4" A 2846 114' 1.75 5 _ LSL 16' 31 -B' - 34'-1' A B EXT SIDLNG MAIL /ia axe tuaefa 10'-3")/4" B 2846 114• 1.-5 5 ISL 16" 36-1' - 39'-11" A B 31'-- ./8' A 2846 114,1 1.1.5 5 7600 LSL 16" 43'-10" - 45'-10" A B C E I L I NG/ROOF I N F•O 31'-' ?/8' 6 2846 114" 1.75 5 LSL 16" 53'-10" - 55'-0" A B - 31'-" :/8' A 92" 114" 1..5 2 TJ1 16" 0" - 1'-2" B A CEILTNG THICKNESS 1/2' 31'-7 •/8" N 92: 114' 1..5 2 TJI 16' 9'-2" - 10'-3" R A CEILING MATERIAL US GYP T2—' - C 1/4" A 3930 114" 1.75 1500 TJT 16' 31'-B" - 34'-1' 6 A FRONT EAVE O'NANG 12• 42'-0 1/4" B 3930 114" 1.?5 TJI 16' 36 1' - 35'-11' 6 A REAR SAVE O'HANG 12' "- 55'-0' A 1634 114" 1.75 33 3300 TJI 16• 43'-10' - 45'-10" 6 A FRONT GA9LE O' HG 12" 55'-0' B 1634 114' 1."5 33 TJI 16' S3'-10' - 55'-U" F A IY PIER LOAD IS COMBINED IN NUMBER ABOVE: _ _ REAR GABLE. 0'HG 12" SHEAR WALL DATA , �44� WIND LONE: 1 DESCRIPTION 32 79 _ [ABEL UPITIWALLI PANEL TYPEJ ACT.LENGTB I REQ.LEWGTN I ROTE ACT.TRIB" I REO.TRIB IJNSISCHT A A I ISG E 98 1/4' 63 7/8-11 x2b as STRAP 22'-6 3/B° 14'-1 1/2' 90 B 8 1 2S6 S 104' 2 JOISTS [ 3 LAGS C B 1 ISG E "-1 59 1/0"13 x 26 as STRAP 39'-5 5/8' 18'-3 I/8' 27'-4• 13'-i 1/2' 4 90 90 " EMPTY TRIO FIELD IS COMBINED IN NUKRER ABOVE x 53 SGL HUNG WINDOW_ 30 JNS = NUMBER OF JOISTS FOR USE WITHOUT STRAP SGL HUNG -SIDE LD DRRY[YO MIX DULE �44� SIZE DESCRIPTION 32 79 BLANK -INSWING 36 79 BLPNK-INSWING PRONXT MOM WATERFORD HEDULE 13 noox. m. SIZE DESCRIPTION 40 x 53 SGL HUNG WINDOW_ 30 , S9 SGL HUNG -SIDE LD RRA G- STRAP REOUTRED �44� ALwntwp yddd� {WOODLAND 17 PRONXT MOM WATERFORD 13 noox. m. S 4513B C°afw m to • NT/B7 KU4n7 f7 DRRY[YO MIX 4 ure�ypni trDT CUSTOM SPEC DRWG THIS APPROVAL EXPIRES 180 DAYS FROM DAPIA APPROVAL DRava By: STAMPED DATE. AIVAR K. 04/17/07 CUSTOMER: CHAPMAN ,RT ORDER NO: 026608 SPEC. lc ' ORD1026fOa/CUSTONER:cxFUBAS 171WA4513BO26608 L0 N Nr LO CV LO LO m m Ln Go LI7 a--1 (9 m N ti a--1 m 13'-6 1/4• _ 14'-6" 10'--3/4" R/ 2X6 SIDEWALLS M/ 2Xt SIDEMALL OPT. OPT. GFI i1 GFI • '�� (, J (LE G E N SD ( (RECEPTACLE 1F�.•I $SWITCH O THERMOSTAT ® SMOKE ALARM aSHORE ALARM r l.::.rs YYYLIGHT FIXTURE FLUORESCENT LIGHT R i.CESSED O LIGHT (DEXHAUST FAN PANEL 6OX O SOLM TOR AIR SA SUPPLY OIt"PETURN FAN AIP. RAG RETURN AIR ri GRILLE A ® OVERHEAD = REGISTER Z 0 FLOOR REGISTER 0 i� WALL -MOUNTED REGISTER CROSS-OVER OLOCATION SUPPORT POST 00 SHEARIE LL ® 162 n 55'-0" O 162 y 55'-0" n X COU � � WOODLAND V COUP �13'-4 17'-9-9• 10'-10' ^"� 4 r �'�,t lPRooOc"f NWa 55'-0• W/ 2X6 SIDEWALLS r �' \9 ' —' - W/ 2X6 SIDENALLS�� A ,�"� WATERFORD NOTES :11. 11, /;. 1. RECEPT SHALL NOT BE INSTALLED WITHIN 30" OF TUB/SHOWER SPACE. 2. ELECTRICAL WALL PLATES SHALL NOT BE INSTALLED WITHIN 6" OF A RANGR OR COOKTOP. 3. ROOM TITI.RS INCLUDING (#1 INDICATES. SQUARE FOOTAGE HAS BEEN COMBINED FOR GLAZING/VENTING REQUIREMENTS. 4. FOR PLUMBING t HEATING SYSTEM NOT PROVIDED, REFER BACK TO STANDARD APPROVAL SET. S. THE MAXIMUM TRAVEL DISTANCE, FROM ANY BEDROOM DOORWAY TO AN ENTRY DOOR IS 22.1 LF. 6. TOR. -KICK REGISTERS IN KITCHEN AND BATHS. 1. OVERALL DIMENSIONS SHOWN ARE FOR 2X6 EXTERIOR MALLS. THIS FLOOR PLAN AND ATTACHED OPTION DETAILS IIP APPLICABLE) IS DESIGNED TO MEET THE FOLLOWING STRUCTURAL REQUIREMENTS: WIND ZONEIS) -_I _ ROOF LOADS) 30 LRS. r - M O Lam' LO 4A O 00 0 z H u CO rl N t` O \ t- 40 O N/ G -STRAY HDDEL Ip. qw4n=7� 4513B DAAM l* TtrLL CUSTOM FLOOR PLAN THIS APPROVAL EXPIRES 180 DAYS FROM DAPIA APPROVAL DAAYD eT: STAMPED DATE. AIVAR K. DATE: 04/1"1/0'7 - CUSTOMER: CHAPMAN :RT PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 psf ORDER NO: 026606 FP. is 1'/1WA4513BO26608 r - M O Lam' LO 4A O 00 0 z H u CO rl N t` O \ t- 40 O OZ AINnoo mins -v+lp 2► x ni -- S �7� o 00 P' ;ray 41NG plViSiOhiiLDING PLAN APPROVAL l Use Date: Parking: Landscapin - Other. Signature: 011-5 __ • •. •. •.• .• _. •.•............_ .• .• - _ r ...._• .. ..._.�._...... _... _._... _..........._ •..._ _......----- ------ -------- . •..•-.... d 3118 ' LLL VVV CCC , • w-�..• .,_ �- z- v� fir -"' {'- `! i. 8UNd l/ Sen` `azi s ��. n -off � � � i3O��0-a ���� � _ •d� • � J� -� / =E3�B60E 6gseCl Usi� iA ����� e.®. — , - LLr 'a `-�' V . O t Dg �Du�d sN� J J1d00 311:1_ .� .���t-J �9ZA�Nddw��® ��(� �����® �0� 1 ng . ®`U ❑ ❑ ❑ ❑ ❑ ,agtAtelN i�Jed s assess Vii. L__, Lam.#d8_ .y - . _ .. - - - - - . - .... - - - - - - - - . - . b. x. ._ .-..___.._•__._....-_.....................,_._..._...•_..'— .4. ....i. ._ ... _.. ._ i •• .. ... o...... ......... .......... ............. -- A0dV •. , . I.Cl��a . ' O '- uadP OZ AINnoo mins -v+lp 2► x ni -- S �7� o 00 P' ;ray 41NG plViSiOhiiLDING PLAN APPROVAL l Use Date: Parking: Landscapin - Other. Signature: 011-5 __ • •. •. •.• .• _. •.•............_ .• .• - _ r ...._• .. ..._.�._...... _... _._... _..........._ •..._ _......----- ------ -------- . •..•-.... d 3118 ' LLL VVV CCC , • < s• I I• tj I � •,• .E .y ................. .. .. . i I � "M V SIT E PLAN . ..... . ..... ------------ -------- -- — ---- ......... ...... . ........... .... . .................. . ..... . ..... ..... ............ : ...... .................... ...... .... . .............. ................. ........ ..... f ..... ......... .................... ...... ...... ....... .......................... . . . ...... ...... ............. ------ .............. J y PLANNING DIVISION UILDING PLAN APPR OVAL Use :�� �ta 67 Date: 5°" 14 Parkin ll, g :_ e Landscaping: �, �,` . xo� Other. tK Signature: K 7 e,4 7 a x v Shed BUTTE COUNTY 01 h- fL 0 BUILDING D1V1S60i,',,4 L7 APPRewim Assessor Copy .. . ............. ....... ----- -------- . . . . . . . ......................... ..... ...... ........................ .. ......... ....... ? ....... .. caner .... ... ..... . ........... . ..... . ..... .... ....... ...... ---------------- - ----- --- - ----- . ........... -- - ----- A P N('.'P-& COX: ..... ..... . ........... ............ . . T .... . ..... ..... .... ...... -;Q;: 0-7 !1JL B.P,k -ir AL \3 T FOR OFFIC.E Us� ®Assessors Parcel Number -102 00 R5 U1 scale: v- Fo Owner Name L -Le--& r e-, 1,k) Pcga n - -CaCok� ('Ac, 2 rylG Ad d re -ss 1 P h on e N 6. :2— Q i c) ri If V-,, v c— -1/9 - 3A5 462''i Siie t: oration 621SiteLocation z2DLL)Cq C 9 x Contact: Name (f—e- o Phones 1A Zoning: SIZE (AC): General Plan Desig: ZONING: 'Size, Acres GEN PLAN: 4.00' USES: rs 0 � "M V SIT E PLAN . ..... . ..... ------------ -------- -- — ---- ......... ...... . ........... .... . .................. . ..... . ..... ..... ............ : ...... .................... ...... .... . .............. ................. ........ ..... f ..... ......... .................... ...... ...... ....... .......................... . . . ...... ...... ............. ------ .............. J y PLANNING DIVISION UILDING PLAN APPR OVAL Use :�� �ta 67 Date: 5°" 14 Parkin ll, g :_ e Landscaping: �, �,` . xo� Other. tK Signature: K 7 e,4 7 a x v Shed BUTTE COUNTY 01 h- fL 0 BUILDING D1V1S60i,',,4 L7 APPRewim Assessor Copy .. . ............. ....... ----- -------- . . . . . . . ......................... ..... ...... ........................ .. ......... ....... ? ....... .. caner .... ... ..... . ........... . ..... . ..... .... ....... ...... ---------------- - ----- --- - ----- . ........... -- - ----- A P N('.'P-& COX: ..... ..... . ........... ............ . . T .... . ..... ..... .... ...... -;Q;: 0-7 !1JL B.P,k -ir AL \3 T FOR OFFIC.E Us� ®Assessors Parcel Number -102 00 R5 U1 scale: v- Fo Owner Name L -Le--& r e-, 1,k) Pcga n - -CaCok� ('Ac, 2 rylG Ad d re -ss 1 P h on e N 6. :2— Q i c) ri If V-,, v c— -1/9 - 3A5 462''i Siie t: oration 621SiteLocation z2DLL)Cq C 9 x Contact: Name (f—e- o Phones 1A Zoning: SIZE (AC): General Plan Desig: ZONING: 'Size, Acres GEN PLAN: 4.00' USES: STATE OF CALIFORNIA NUMBER: -BUSINESS, TRANSPORTATION AND HOUSING AGENCY - . ...... DEPARTMENT OF"HODSING AND COMMUNITY DEVELOPMENT 07 DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING, PROGRAM.:-: MANUFACTURER. CERTIFICATE OF ORIGIN. DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS�OF RELEASE. CO;�12 (Ya Olt DEL . R TO TRA . R 0 A A_NYTI1E "rr.TO,ITS:DESIIN*ION-', V CO 0 TE T C U DE I _T RETAINED '(G ME Rob)OBYJ WMANURFACTUREOr HCD 483.0 - Side 1 - (7/97) _; r ❑ CHECK IFTHIS.IS A DUPLICATE.MCO-ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR Mikti-UI41T "'NOF'ACTURED'HOUS0413 xxx NUMBER OF -2 ❑ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OF CALIFORNIA, INC. 9534 MAftFXGTUR1IVXI1 MSAVE., ' SUGGESTED RETAIL PRICE: I ir ;. 1 1" . . . .. �. -1 - �.:+ 6 PO CA' BOX`130'8':`k:.' a. 0 D L -77 I- it Street t (dity) (State) '0 (0), MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: WATERFORD I 4513E 2007 05/03/2007 NF WLfR OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION: DBA: FREEDOM HOMES NA 05/04/2007 DEALER OR TRANSFEREE ADDRESS: 2243 FEATHER RIVER... OROVILLE SCA 95965.: (Street) - (City) "(State) (Zip) 'INVENTORYCREDITOR ,NAME: .', :..CLAYTON IWEK'M. Y;PAVOROPPM RG=J.T 500-0. CLAYTON- ROAD MARYVILLE TN .37864+.. q '(Street (city) (State) (Zip) SECTION MANUFACTURER SERIAL NUMBER HCO INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT (1-6) (INCHES) (INCHES) (POUNDS) CAFL717A30134—WA13 PFS1005347 6,60 160 22,900 2 CAPL717B30134—WA13 PFS1005348 660 160. 23,440 �-.92111NRHFIFNMCK TRANSPORT, INC. Tk"eL0RMjM3U3%=AL PARKWAY P.O. BOX 56'9 MCDONOUGH GA 30253 3 I(Stwt) (State) (Zip) DESTINATION'FOR UNIT DESCRIBED ABOVE: (NAME Street City) (state) (Zip) - I certify under penalty of perjury under ft laws of the State of California that the above fads are true and coffect. 05/03/2007 WOODLAND YOLO CA Executed on at (Date) (city) (county) (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS�OF RELEASE. CO;�12 (Ya Olt DEL . R TO TRA . R 0 A A_NYTI1E "rr.TO,ITS:DESIIN*ION-', V CO 0 TE T C U DE I _T RETAINED '(G ME Rob)OBYJ WMANURFACTUREOr HCD 483.0 - Side 1 - (7/97) _; r BUTTE COUNTY MAY 16 2007 DEVELOPMENT SERVICES 2t51104-12!)10SQb 1 7� RECORDING REQUESTED BY Recorded I REC FEE 10.00 OfficialyyRecords 1 Count,E f AND WHEN RECORDED MAIL TO: BU ACE J. GRUB9S f George W. Chapman and Carolyn Chapman Recorder I 2101 Airport Road ROSEMARY DICKSON I Colorado Springs, CO 80910. Assistant I Andrew 09:02AM 17 -Aug -2004 I Page 1 of 2 Space Above This,Line for Recorder's Use Only A.P.N.: 026-050-051 GRANT DEED The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sate, x unincorporated area; j ] City of Oroville, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, George W. Chapman and Carolyn Chapman, husband and wife hereby GRANTS to. George W. Chapman and Carolyn Chapman, husband and wife, as joint Tenants the following described property in the unincorporated area of Oroville,' County of Butte, State of California: 1 Parcel I: Parcel 2, as shown on that certain Parcel Map, filed in the office of the Recorder, County of Butte, State of California, on October 12, 1982 in book 89 of parcel maps, at page 65. Dated: 07/29/2004 Ged-ge W- < C.-Tolyn Ompren Mail Tax Statements To: SAME AS ABOVE A.P.N.: 026-050-051 STATE OF C COUNTY OF Grant Deed - continued Date: 07/29/2004 On 0-44 •/ a 2 a Dy before me, YosQp m. s n d personally appeared Q C- o rq k w 'q p Q .4koJ y N C _ 14p yn .0 -sj personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(fes) and that hfs/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. This area for official notaria/sea/ Sig to My Commission Expires: 12 - 3 0- Z o C, Notary Name: S U S t-�yr� - S 1�,4Y� v L ►p Notary Phone: 7 14- 6 3 Z 6 0 o Notary Registration Number: County of Principal Place of Susiness: / 0 2 s • l -r' ► v L eolor,o/u SPr�N SUSAN M. S=120=07 NOTARY P STATE OF CO My Commission Exp Page 2 of 2 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES ' BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2010 STANLEY DR Owner: Permit No: B07-0845 APN: 026-050-051 GEORGE W & CAROLYN CHA Issued Date: 05/03/2007 By TMP Permit type: MISCELLANEOUS 2020 STANLEY DRIVE Subtype: Awning/Canopy/Carpt OROVILLE, CA 95966 Expiration Date: 05/02/2008 Description: STEEL CARPORT - 40'X30' (719) 389-1693 Occupancy: Zoning: ARMS Contractor Applicant: Square Footage: GEORGE W & CAROLYN CF Building Garage Remdl/Addn 2020 STANLEY DRIVE OROVILLE, CA 95966 Other Porch/Patio Total (719)389-1693 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Awning/Canopy/Carport $384.93 Total Charged: $460.63 Fees Paid: $460.63 Balance Due: $0.00 Receipt No: B2730 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 05/03/2007 penalty ($500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section nee not be completed if the permit is or one hundredollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' XC U5/U3/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building �-05/03/2007 Signature V Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro rty owner orauthorized o act on th property owner's behalf. CONSTRUCTION LENDING AGENCY lm J a 17yl 05/03/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee SIGN] Print I Date the performance of the work for which this permit is issued. (3097 civ. code) ©.Owner 1:1 Contractor OR. E]Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip V T T BUTTE COUNTY PERMIT O� FO DEPARTMENT OF DEVELOPMENT SERVICES NO. O O BUILDING PERMIT APPLICATION O O AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 O' r O A FEE WILL BE REQUIRED AT TIME OFAPPLICATION o O Website: www.buftecounty.net/dds BIN # cOUN'�y **PLEASE PRINT CLEARLY** ' OWNER INFORMATION Last Name I :L{ G► /✓l /I first Name e Mailing;Address. I 20 XC) S144��� �r-, ve City O ry V r I c State Zip 9S ?66 Phone (21 �� . t ��3 Fax E-mail APPLICANT INFORMATION CONTRACTOR Name �e I Ow r\ e e Address 20Z0-��a V e City 0 Y-0 V � � ( V_ State CA- Zip Cf S9 G Phone r 3< -1653 Fax E-mail E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City ®y. U v i / f p Address Zip 41� 64 City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Namee-Di elf/Q 1. A Pili� l� A` Address 2024 _54,4,7 let ✓ 2. City ®y. U v i / f p State �� Zip 41� 64 Phone Fax E-mail APPLICANT SIGNATURE X For office u e n AP# 0-2--& � !�' Zoning Flood Zone SRA I Yes No Occ. Policy Number Type Const. Subdivision Name LENDING AGENCY Map Book Page Lot # Planner Date Approved: PROJECT LOCATION AP# 0-2--& � !�' Property Address Zo 10 lefir-, Vel City pruv, le Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: M A-. (<.r _KV Q129rl en cl Sq FT- Living 041,e Pc r/( pen Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy' (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. II Received by: Amount: _ /�'— > Bldg I SRA Receipt #: Sheriff SMIP ' Other Date: 41 O 6 Total Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds lcpy� p Zr O O O 0 0 tic National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0845 Location: 2010 STANLEY DR Parcel Number: 026-050-051 Owner Name: GEORGE W & CAROLYN CHAPMAN, Description: STEEL CARPORT - 40'X30' Date: 4/20/2007 By: GLB Sub Type: AwninE/Canopy/Cart Phone: (719) 389-1693 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: — Title: FILE Date: 4/20/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR j PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds- PERMIT APPLICATION DATA SHEET Reference Number: B07-0845 Date: 4/20/2007 Location: 2010 STANLEY DR By: GLB Parcel Number: 026-050-051 b Type: Awninp-/Canopv/Carr Owner Name: GEORGE W & CAROLYN CHAPMAN, Phone: (719) 389-1693 Description: STEEL CARPORT - 401X30' The above permit application has the following Clearances re/ed top it issuance. Please contact each department indicated below regarding specific requirements pertaining to yp cation. Yes No DRAINAGE DI ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, O5965 - (530)533-0740 LOAPUD, 1960 Elgin Street, OrovilleCA 95966 - (5❑ ❑City of Chico, 545 Vallombrosa, Chico CA 95926 - (1 ❑ ❑ Chico Area Recreation District, 545 Vallombr a, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 idway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park Dis ict, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 ay, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 0 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School Distr' t, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School istrict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School Distri , 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School istrict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Eleme ary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Unio High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise U ified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recor d copy of Agricultural Acknowledgment Statement- See Attached Instructions City f Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 0 Other: Signature of Property Owner:d4- Date: 4/20/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR 'PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. D Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire.one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at httl2://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0845 Date: 4/20/2007 Location: 2010 STANLEY DR Parcel Number: 026-050-051 Owner Name: GEORGE W & CAROLYN CHAPMAN, Phone: (719) 389-1693 Description: STEEL CARPORT - 40'X30' Signature of Property Owner: Date: 4/20/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I'PE'TE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YE R NO) 2. I (HAVE/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3.<[10k CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: STEEL CARPORT - 40'X30' Reference Number: B07-0845 Applicant Name: GEORGE W & CAROLYN CHAPMAN, Owner's Name: GEORGE W & CAROLYN CHAPMAN, AP # Signature of Property Owner: C Date: 026-050-051 54 oho 07 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0845 Job Address: 2010 STANLEY DR Contractor: Printed: 4/20/2007 10:43 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBMSC Awning/Canopy/Carport 0010-440001-4210500-1010 $384.93 4/20/2007 $384.93 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 4/20/2007 $75.70 Printed By: Gwyn Benedict 460.63 $460.63 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: r� a.-- Date: 4/20/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). � 1 ee:��z i erg Design Report on A30-14-40 COROLYN CHAPMAN OROVILLE, CA (AISI-96, ASCE 7-95 & CBC -01) FUTURE STEEL BUILDINGS INTL. COPYRIGHT'o 2006 CC :port: 081-240-29530/ FESSi(o . PING GUO f� (.� r 6144" T EXP. VIL Oct. 2, 2006 �A y' s MELM 11 uture Steel Buildings Inti. Corp. TABLE OF CONTENTS Page able of Contents i ist of Figures . Executive Summary l 1.1 Background 1 1.2 Design Criteria and Method 1 1.3 Design Data 1 1.4 Summary of Key Results 1 . Introduction 3 2.1 Background 3 2.2 Organization of Design Report 3 . Design Criteria and Method 4 3.1 Codes and Standards 4 3.2 Design Loads 4 3.3 Load Combinations 5 3.4 Design Method 6 3.4.1 General 6 3.4.2 Experimental Investigations 6 3.4.3 Theoretical Modeling 7 3.4.4 Main Features of Arch Design Computer Program "Future" 8 References 23 .. Appendices 25 5.1 Automatically Generated Input File 25 5.2 Design Summary 31 5.3 Foundation Design 36 5.4 Comparison of Earthquake and Wind Base Shears 36 . i T P I Future Steel Buildings Intl Corp; DIST OF FIGURES figure L Moment Envelope, Panel Tags & Maximum Interaction Factors for the Current Building Submitted for Plan Review figure 2. Structural Model for the G.M. Place at Vancouver igure 3. Structural Model for the Hall "A" of National .Trade Center at Toronto figure 4. Moment Envelope & Panel Tags for Model A30-14 igure 5. Axial Force Envelope & Panel Tags for Model A30-14 igure 6. Shear Force Envelope & Panel Tags for Model A30-14 igure 7. Moment Envelope, Panel Tags & Maximum Interaction Factors for Model A30-14 igure 8. Moment Envelope, Panel Tags & Maximum Interaction Factors for Model Q60-20 (Uniform Panel Thickness) igure 9. Moment Envelope, Panel Tags & Maximum Interaction Factors for Model Q60-20 (Minimum Panel Thickness) igure 10. Moment Envelope, Panel Tags & Maximum Interaction Factors for Model S60-25 (One Thickness for a Panel Group) igure 11. Moment Envelope, Panel Tags & Maximum Interaction Factors for Model S60-25 (Minimum Panel Thickness) Page 9 13 15 16 17 18 19 20 21 ii �f 2 �= 9 9 13 15 16 17 18 19 20 21 ii 4.: 1. EXECUTIVE SUMMARY .l Background i order to thoroughly understand the structural behavior of SteelMaster buildings and ius to confidently design them to meet/exceed code requirements, National Research ouncil Canada and Future Steel Buildings Intl. Corp. have jointly commissioned two .search and development projects 1-2 on the structural properties of cold -formed steel ,ch buildings. Two prominent universities 3-4 have tested SteelMaster arch panels in Yth bending and compression. Based on these test results, theoretical models and )mputer programs have been developed for the design of SteelMaster buildings. In 300 alone, we designed and manufactured 5 buildings, up to 100 feet free span, for 'ASA John F. Kennedy Space Center 211"2; in Florida. .2 Design Criteria and Method ISI Specification 5, ASCE 7 6'23, BOCA', SBC', UBC 9 and IBC 26 have been used to -.sign SteelMaster buildings. As listed in Sections 3.2 and 3.3, a total of I I basic load 3.ses and 42 load combinations have been taken into account in the design. All design ilculations are carried out using the new arch design computer program, created through ie two large scale research and development projects referred above. .3 Design Data ite-specific design data used to design the current building are summarized below: Building Type : ASCE Category I building Live Load : Flat roof live load of 20 psf Snow Load : Ground snow of 20 psf, partially exposed Wind Load : Basic wind speed of 90 mph, exposure C Earthquake : Zone 4, Aa 0.4, A„ 0.4, soil profile type D .4 Summary of Key Results 'he key design results are summarized in Figure 1. Since the maximum interaction actor for all of the panel members and 42 load combinations is 0.907, this arch building an safely resist all the loads and load combinations required by the building codes and lesign standards. 1 r, P71.5x.03 20'` p3 pl2pk p p1 0.766 3 0555 � S53 O� X09 Q�2+ '0 1 Future Steel Buildings Intl. Corp. Copyright CC> 1998-2006 All rights reserved Arch Data Bolt Numbers / Arch Reactions M Arch Span = 30.092 ft 5/16 bolts = 153 Compression = 1.07 kip � Arch Height = 14.272 ft 3/8 Bolts = 6 Tension - 0.38 kip oLn q 00 o Panel Weight = 188 lb 2 & 4 on Ext, & Int. Sides Shear - 0.39 kip x a 1/2 Bolts = 3 Moment - 0.00 kip -ft w 1 & 2 on Ext. & Int, Sides FIGURE 1. MOMENT ENVELOPE, PANEL TAGS & MAX. INT, FACTORS FOR A30-14H2O-20-90 4., 2. INTRODUCTION .1 Background uture Steel Buildings Intl. Corp. is one of the largest companies in the world specialized i the design and manufacture of cold -formed steel arch -type buildings. We design and tanufacture 5 series, 450 different "standard" SteelMaster buildings ranging from 10 ft ► 100 ft wide and 10 ft to 30 ft tall, and sell thousands of arch -type steel buildings per .ar to many countries around the world. In 2000 alone, we designed and manufactured buildings for NASA John F. Kennedy Space Center 20 in Florida. These buildings, up > 100 feet free span, were designed 22 to meet the requirements of NASA Standard KSC- TD-Z0004E 22, ASCE 7-98 23 and ACI 318-99 24 i order to thoroughly understand the structural behavior of SteelMaster buildings and lus to confidently design them to meettexceed code requirements, National Research ouncil Canada (NRCC) and Future Steel Buildings Intl. Corp. have jointly )mmissioned two research and development projects 3"2 on the structural properties of )ld-formed steel arch buildings. McMaster University 3 and University of Waterloo 4 ave conducted experimental investigations into the flexural and compressive capacities F SteelMaster arch panels. Dofasco Inc.10 has experimentally evaluated the structural roperties of SteelMaster building panel -to -base connections. Based on the above test :sults, theoretical models have been developed and numerical analyses have been carried at to determine the loading capacities of SteelMaster arch buildings. The newly created rch design computer program, Future, is one of the direct results from these large scale ;search projects and will be used to design all SteelMaster buildings. .2 Organization of Design Report 'o help the building official to carry out his/her duty easily, all of the background iformation, design criteria, design method, site-specific design data and key design ;sults for the current building are summarized in Section 1. Section 3 of this report will escribe in details of our design criteria and design method applicable to all SteelMaster uildings. Numerous drawings will be used to illustrate our design method and tools. he full input file, design summary, foundation design and earthquake base shear alculations specific for the current building will be provided in the appendices. 3 i", 3. DESIGN CRITERIA AND METHOD .1 Codes and Standards uilding design in the United States of American (USA) is governed by the `SOCA ational Buildinf Code" 7 (BOCA) primarily in the Northeast region, the "Standard uildin Code" (SBC) mainly in the Southeast region, and the "Uniform Building ode" (UBC} in the West region. More and more jurisdictions have adopted the new hternational Building Code" 26. Although some differences exist on the roof snow -ads and the minimum roof live load on agricultural buildings, all of the above model Alding codes accept partlall of the "Minimum Design Loads for Buildings and Other Muctures" 6,23 published by the American Society of Civil Engineers (ASCE 7). tithout exception, all of the above model building codes require that cold -formed steel iildings shall be designed according to the "Specification for the Design of Cold -formed :eel Structural Members"' published by the American Iron and Steel Institute (AISI). .eelMaster buildings are designed based on AISI and ASCE 7, as recognized/modified BOCA, IBC, SBC, UBC and/or local building officials. Where design equations are A given in AISI, the designs are based on test results, rational analyses and numerical todeling. Although each arch is designed as a two-dimensional structure, the three- mensional shell action of the arch panels and end walls have been taken into account sough a three-dimensional finite element analysis contains a total of 13,395 shell .ements.25 .2 Design Loads teelMaster buildings are designed for the following 11 basic load cases. The two.letter 3sic load ID will be used for load combinations in Section 3.3. It should be pointed out tat since SteelMaster buildings are relatively lightweight, flexible and ductile, u thquake load generally does not govern the design and thus is not listed below. 1. DL Self -weight of the building, according to the steel panel thickness. 2. LU Uniform roof live load, minimum of 20 psf for flat roof and 10 psf for agricultural buildings governed by UBC/SBC. 3. LL Roof live load applied on the left side of the roof. 4. LR Roof live load applied on the right side of the roof. 5. SB Balanced snow load on the whole roof. 6. SL Unbalanced snow load on the left side of the roof. 7. SR Unbalanced snow load on the right side of the roof. 8. WL External wind from the left side of the building. 9. WR External wind from the right side of the building. 10. WP Positive internal wind pressure. 11. WN Negative internal wind pressure. 4 ` 3.3 Load Combinations Every SteelMaster building is designed for the following 42 load combinations (please see Section 3.2 for basic load ID): 1. 1.2 DL+ 1.6 LU+0.8 WL+0.8 WP 2. 1.2 DL+ 1.6 LU+ 0.8 WL+ 0.8 WN 3. 1.2 DL + 1.6 LU + 0.8 WR + 0.8 WP 4. 1.2 DL+ 1.6 LU+0.8 WR+0.8 WN 5. 1.2 DL+1.6LL+0.8 WL+0.8 WP ' 6. 1.2 DL + 1.6 LL + 0.8 WL + 0.8 WN 7. 1.2 DL+ 1.6 LL+0.8 WR+0.8 WP 8. 1.2 DL+ 1.6 LL+ 0.8 WR+ 0.8 WN 9. 1.2 DL + 1.6 LR + 0.8 WL + 0.8 WP 10. 1.2 DL+ 1.6 LR+0.8 WL+0.8 WN 11. 1.2 DL+ 1.6 LR+0.8 WR+0.8 WP 12-. W 1.2 DL+1.6LR+0.8WR+0.8N . 13. 1.2 DL + 0.5 LU + 1.6 WL +,1.6 WP 14. 1.2 DL + 0.5 LU + 1.6 WL + 1.6 WN 15. 1.2 DL+0.5 LU+ 1.6 WR+ 1.6 WP 16. 1.2 DL + 0.5 LU + 1.6 WR 4 1.6 WN 17. 1.2 DL+-0.5LL+1.6WL+1.6WP 18. 1.2 DL + 0.5 LL + 1.6 WL + 1.6 WN 19. 1.2 DL+0.5LL+1.6WR+1.6WP 20. 1.2 DL + 0.5 LL + 1.6 WR + 1.6 WN 21. 1.2 DL+0.5LR+1.6WL+1.6WP 22. .1.2 DL + 0.5 LR + 1.6 WL + 1.6 WN 23. _ 1.2 DL + 0.5 LR + 1.6 WR + 1.6 WP 24. 1.2 DL+0 LR + 1.6 WR + 1.6 WN 25. 1.2 DL + 1.6 SB 26. 1.2 DL + 1.6 SL + 0.8 WR + 0.8 WP 27. 1.2 DL+1.6 SL+0.8 WR+0.8 WN ' 28. �_ 1.2 DL + 1.6 SR + 0.8 WL + 0.8 WP 29. 1.2 DL + 1.6 SR + 0.8 WL + 0.8 WN 30. 1.2 DL + 0.5 SL + 1.6 WR + 1.6 WP 31. 1.2 DL+0.5SL+1.6VTR +1.6WN 32. 1.2 DL + 0.5 SR + 1.6 WL + 1.6 WP 33. 1.2 DL + 0.5 SR + 1.6 WL + 1.6 WN 34. 0.9 DL + 1.6 WL + 1.6 WP - 35. 0.9 DL + 1.6 WL + 1.6 WN 36. 0.9 DL+1.6WR+1.6WP 37. 0.9 DL + 1.6 WR + 1.6 WN 38. 1.2 DL+1.6LU 39. 1.2 DL+1.6LL 40. 1.2 DL + 1.6 LR 41., 1.2 DL+1.6SL .42. 1.2 DL+1.6SR 5 3.4 Design Method 3.4.1 General The design of a simple straight cold -formed steel stud or track member under combined compression and biaxial bending is already a challenge for structural engineers due to the combined local buckling, global buckling and torsional -flexural buckling. For curved arch panels with numerous transverse stamped stiffeners, only a few structural engineers know how to analyzeldesign them with confidence. 'To design cold -formed steel arch buildings, the structural engineer has to thoroughly understand the structural behavior of the arch panels and the code requirements, and has to be able to create computer programs to design them safely and economically. The experimental investigations commissioned by the National Research Council Canada and Future Steel Buildings Intl. Corp. will be outlined below. Which will be followed by the theoretical modeling. Main features of the new computer program, Future, will be used to illustrate our design method. 3.4.2 Experimental Investigations In order to thoroughly understand the structural behavior of SteelMaster buildings and thus to confidently design them to meet/exceed code requirements, National Research Council Canada and Future Steel Buildings Intl. Corp. have jointly commissioned two research and development projects 1"2 on the structural properties of cold -formed steel arch buildings. A total of 120 full size SteelMaster arch panels have been tested by McMaster University according to the 1996 AISI Specifications. These tests include 20 test series covering 11 different kinds of arch panels, 7 different panel radii, 5 building models, 4 crimp patterns and 2 kinds of steel thickness. To achieve the most reliable test results, 6 identical specimens have been tested for every test series. The flexural strengths and stiffness under both positive bending and negative bending have been fully documented in the test report 3 submitted by McMaster University. Virgin steel properties have also been experimentally determined by McMaster University in accordance with ASTM Standard A370 11, "Standard Test Methods and Definition for Mechanical Testing of Steel Products." A total of 198 frill size and coupon stub -column specimens have been tested by the University of Waterloo according to the 1996 AISI Specifications and in reference to the AISI "Stub -Column Test Method for Effective Area of Cold -Formed Steel Columns." 12 These tests include 33 test series covering 84 full size stub -columns, 84 corner coupons and 30 flange coupons specimens. Again, 6 identical test specimens were used for each test series to achieve highly reliable test results.. The compressive strengths and stiffness of all the full size sections and coupons have been fully documented in the test report 4 rol submitted by the University of Waterloo. Virgin steel properties have also been determined by the University of Waterloo in accordance of ASTM Standard A370. The steel producer, Dofasco Inc., has also tested the virgin steel properties in accordance with ASTM Standard A370. To document the exact degree of base fixity of SteelMaster ,buildings, many tests 3Q have been carried out in the test laboratory of Dofasco. These tests cover 3 types of SteelMaster base connectors, 2 kinds of steel thickness, 2 kinds of arch panel to base plate connection bolts, and 3 types of anchor bolt patterns. 3.4.3 Theoretical Modeling The above test' results from the experimental investigations are very valuable to help structural engineers to understand the structural behavior and to verify theoretical modeling results of the arch panels. These test results alone, however, cannot empower a structural engineer to design SteelMaster Buildings. This is because it is not practical to use experimental programs to cover all of the numerous design variables and their different combinations. To create a- new arch design computer program, one must first establish the required theoretical framework. Listed below are some examples: a. To establish the theoretical relationship between the arch panel curvature and the crimp details. b. To determine theoretically how the crimp types and depths will influence the in -plan compressive strength and stiffness of the crimped zones. c. To determine theoretically how the crimp types and depths will influence the out -off - plan flexural stiffness of the crimped zones and thus will influence the effective width of the flange and web segments of the panel cross-section. d. To derive the equations required to calculating the shear center location, Xo, and the warping constant, CW, for SteelMaster arch panel sections. e. To establish a computation method for,the effective cross-sectional propertibs of SteelMaster arch panels. f. To create a method to calculate the effective buckling lengths of SteelMaster arches under various loading conditions and different base connections. g. To create a method to handle the combined local and global buckling of the arch panels. h. To establish a rational way to deal with the interaction of combined compression and bending for SteelMaster buildings. After the above theoretical framework is established based on the test results from the experimental investigations, an arch design computer program is developed. Since this new program is rooted from an existing structural design program, AutoDesigno 13, some key features of AutoDesigno will be very briefly outlined below as background information: • Automatically define joints, members and structural topology for all beam/column, plate/shell and solid elements from ACAD drawings. 7 • Design 10 kinds of cold -formed steel sections in accordance of CSA -S136-94 14 • Design 17 kinds of hot -rolled steel sections using AISC LRFD 1993 is • Design 20 kinds of hot -rolled steel sections according to CANlCSA-S 16.1 -9416 • Concrete/steel composite beams can be designed for 18 kinds of steel sections. • Analyze rectangular and circular reinforced and prestressed concrete sections. • Design all wood member types according to CSA -086.1-94 3?. • Design 11 kinds of Aluminum sections using CAN3-S157-M83 t8 • Analyze/design all cold -formed steel, hot -rolled steel, concrete, aluminum and wood members in a complex structures in a single run. • Generate structural drawings with section tags, member force envelopes and reaction envelopes. • Automatically adjust link beam joint coordinates in eccentrically braced frames. • Calculate torsional stresses for 7 section types with different loads and supports. • Determine inelastic lateral -torsional buckling strengths, flange and web local buckling strengths for various load positions, load types and end conditions. • Compute the dynamic effect of vortex shedding for slender cylindrical structures. Shown in Figures 2 and 3 are two real buildings designed using AutcDesign°. The G.M. Place in Vancouver, is a 20,000 seat NHL Hockey and NBA Basketball arena. The National Trade Center in Toronto has 500,000 fe exhibition halls at $148 millions. To drastically reduce the developing time, the source code of program AutoDesigna has been modified into the source code of the new arch design program, Future. The main features of this new program will be described in the following section. 3.4.4 Main Features of Arch Design Computer Program "Future" As reported above, the new arch design computer program is based on extensive experimental investigations, theoretical modeling and the source code of a powerful existing structural design program, AutoDesign©. The main features of this new program are summarized below. Automatic Creation of Structural Arch.Models To define the joint numbers, member numbers and structural topology for complex spatial structures has been one of the most time consuming and error prone task for preparing computer program input data. But this is not the case anymore. A structural arch model can be automatically generated by this program. The user needs only specify the arch type: "A", "Q", "S" or "X", the arch span and height. Program Future will generate all the joint numbers, joint coordinates, member numbers, and arch topology. To accurately define the arch geometry, a joint is placed at every bolt location along the arch length. The overlapping between the arch panels is also accurately 8 modeled using double members. This .program also automatically calculates the curvatures of all the arch panels in different arch models. A straight portion exists at each end of an eavelpeak panel. This is also accurately reflected in the calculated joint coordinates. Panel properties are also defined by program Future according to the user specified panel thickness: Since a customer may specify any arch span and height combination, the end arch length cannot always fit the standard bolt spacing. Therefore, program Future will check every arch model, and automatically adjust the span/height slightly if necessary, and to make sure the total arch length fit the standard bolt spacing. Automatically Defined Boundary Conditions Arch buildings have been routinely treated as hinged bases while some other engineers assuming totally fixed arch base condition. In reality, the arch base is neither a true hinge nor totally fixed. SteelMaster arches are analyzed/designed based on partially fixed base conditions in accordance of the test results reported by Dofasco. After the user chooses one of the three base connector types: bracket, channel or industrial base connectors, program Future will automatically calculate the spring constant and define the arch boundary condition accordingly. The calculations are based on the test results reported by Dofasco, the base connector type, arch panel thickness, and the type and size of the axial force at the arch bases. Automatically Defined Loads and Load Combinations Building officials generally specify site-specific flat roof live loads, ground snow or flat roof snow loads, wind speeds or pressures. The real loads to be applied to thearch structures, however, depend on the roof slopes, curvatures, heights, etc. Many_ load combinations are also required to be taken into account. After specifying the flat roof live load, ground snow and wind speed or pressure, program Future will automatically define all of the 11 basic load cases listed in Section 3.2 and the 42 load combinations listed in Section 3.3. All of the specified loads are automatically adjusted according to the roof slopes, roof curvatures and building heights, according to the rules set by ASCE 7 and the model building codes. In fact, the entire input file required for a structural analysis is automatically prepared by program Future. An automatically generated input file for the current project is listed in Appendix 5.1. By running a commercial structural analysis program, all the member forces, joint displacements and reactions for every load combinations can be generated in just a few seconds. 10 Automated Arch Panel Design Most arch panel design parameters have been defined in program Future, a user can over- write or accept the default parameters. For each panel group, the steel yield strength, steel tensile strength, base steel thickness, dimensions of all panel section parts, and bolt data may be fully specified. The default steel type is Dofasco Galvalume Sheet Steel satisfying ASTM A792/A792M SS Grade 50A (345A) F9. Grade 2 bin bolts of 5/16" diameter are used to connect arch panels. The proof load and tensile loads for the Grade. 2 bolts are 29 kip and 3.9 kip, respectively. Grade 8 bolts of 3/8" diameter are used to connect the arch panels to the arch base. The proof load and tensile loads for the Grade 8 bolts are 9.3 kip and 11.6 kip, respectively. The entire arch may be designed using the same steel thickness or using different steel thickness for various panel groups. Each arch panel may also be designed separately to achieve the minimum steel weight while satisfy every code requirement. If a zero steel thickness is specified for a panel group, the minimum required panel thickness will be determined by the program for all the 42 load combinations. If a non -zero steel thickness is specified, then the program will conduct a code review for the specified steel thickness and the 42 load combinations. Program Future will calculate the capacities for bending, compression, tension and shear at two sections for every arch panel member. Both positive and negative bending capacities will be calculated with due consideration of the influences from both the local buckling and the crimps. Both sectional and member compressive strengths are calculated. The effects of both local buckling and crimps are considered in the calculated sectional compressive strength. The member compressive strength is generally less than the sectional compressive strength because of the additional effects of global buckling. The influence of crimps is also reflected in the computed tensile strength. The calculated tensile and compressive strengths are further restricted by the shear strength of the connection bolts. Every arch panel member is designed as a general beam -column member subjected to combined axial forces and bending moments, combined beading and shear, and of course subjected to also bending, compression, tension or shear alone. The above strength checking is repeated for all of the 42 load combinations listed in Section 3.3. The maximum interaction factor calculated by the program for every panel group represents the maximum ratio of the required strength to the provided strength for all of the members in that group and for all of the 42 load combinations. Detailed interaction factors are written to a file for all the member sections, arch panel members and 42 load combinations. This file is usually several MB in size. To reduce the output amount, a design summary file is available for every building designed. Shown in Appendix 5.2 is such a design summary for the current project. 11 Automated Arch Base Connection Design To achieve the full loading capacity of the arch, the calculated arch reactions must be safely transferred from the arch base panels to the base connectors and then to the foundation. For a load combination, Program Future will first identify the associated tensile reactions, horizontal shear forces and moment reactions at the both arch ends. Then the most critical connection force will be calculated for the combined tension, shear and moment reactions together with the associated base connection details. Finally the connection strengths of the base panel, the connection bolt and the anchor bolt will be designed as outlined briefly below. Base Panel. Every base panel is checked for the bearing strength and the end tearing -out strength, based on the panel thickness, panel tensile strength, bolt size, bolt quantity, end distance and the most critical connection forces calculated. Connection Boit. To simplify the arch building construction, only one type of arch base connection bolt will be used. This is a Grade 8 bolt of 318" diameter. The required number of bolts will be calculated according to the critical connection forces, the bolt shear capacity and bearing capacity. But minimum 3 connection bolts will be used at each arch end with 2 bolts on the wide flange and 1 bolt on the narrow flange, unless the arch bases are assumed as hinges. Anchor Bolt. Required anchor bolt diameter and quantity are calculated based on the most critical anchor tensile force, shear force, anchor bolt type, embedded length, anchor bolt tensile capacity, shear capacity, concrete strength, edge distance and anchor spacing. The above design process will be automatically repeated for all of the 42 load combinations and the highest interaction factor for these connections will be calculated. To ensure the base connection is stronger than the arch structure, the maximum interaction factor for the base connections is kept below the maximum interaction factor for the arch panels. Automated Arch Design Drawings Design summary, such as that shown in Appendix 5.2, contains only major input data and design results. Although such a summary is much easier for the evaluation of the design results, structural design drawings showing the arch shapes, panel section tags, and force envelopes will be much better. Shown in Figure 4 are the moment envelope and panel tags for Model A30 -14B20-40- 125. This model ID stands for a type "A" arch building of 30 ft span and 14 ft tall subjected to a roof live load of 20 psf, ground snow of 40 psf and a wind speed of 125 mph. The letter "B" at the middle of the arch ID represents the "Bracket" base connector. The moment envelopes are shown by the envelope curves and supplemented with the maximum and minimum moments in each arch panel. The unit for the moment is kip -ft. 12 4' FIGURE 4. MOMENT ENVELOPE 8 PANEL TAGS TOR A30-141320-40--125 A9 OP ,O A q2+ bZ Future Steel Bulldings Intl, Corp, + N Copyright . CC) 1998-1999 A v All rights reserved C3 Arch Data Bolt Numbers / -Arch Remctloi c M Arch Span = 30.000 Ft 5/16 Bolts = 146 Compression = Arch Height = 14.291 ft 3/8 Bolts = 6'- Tension Panel Weight = 220 lb 2 b 4 on Ext, 6 Int, Sides Shear, a a 5/8 Bolts = 4 Moment - l' cu to 2 R 2 on Ext. 6 Int. Sides 4' FIGURE 4. MOMENT ENVELOPE 8 PANEL TAGS TOR A30-141320-40--125 A9 ,O A N A v N x a w l' to W The panel section tag, e.g. P71.5x.04, represents an arch panel of 71 %2" long and 0.04" thick. As shown in Figure 4, the moment envelopes at some locations are obviously smaller. These locations are exactly the panel overlapping areas. Since the total panel thickness is twice as thick as other places, the moments at those areas are expected to be smaller. Total steel weight for a complete arch, required bolt sizes, bolt quantities, and reactions are also summarized in the drawing. Showa in Figures 5 and 6 are axial force and shear envelopes for the same arch shown in Figure 4. Maximum interaction factors calculated for the 42 load combinations are also provided in Figure 7 for all the arch panels. As shown in Figure 7, the loading capacity of this arch is controlled by the eave panels because their maximum interaction factors have the highest value. Since all of the interaction factors are less than 1.0, this arch can safely resist all the applied loads and the load combinations. Since the maximum interaction factors in the wall panels, roof panels and the peak panel are much smaller than 1.0, the reserved load capacities in these panels are larger than those for the eave panels. Since the maximum interaction factor in an arch is the most important and conclusive parameter to determine whether the structure can safely resist all the required loads and load combinations, from now on only such drawing as shown in Figure 7 will be used in this report. Similarly, only such a drawing is provided in Section 1.4 for the current building. The key design results are summarized in Figure 8 for Model Q60 -20B20-25-100. The model ID indicates a 60 ft span and 20 ft tall "Q" model arch building, connected to the foundation by brackets, and subjected to 20 psf flat roof live load, 25 psf ground snow, and 100 mph wind. Summarized in Figure 8 are results for a single panel thickness for all the arch panels. Based on the values of the maximum interaction factors in all the arch panels, it is obvious that the load capacity of this arch is governed by the bottom panel. More than 40% of the panel strength are wasted in the top 4 arch panels. Summarized in Figure 9 are the results when program Future is asked to design each arch panel separately. Although the 5 bottom panels are still 0.04" thick, the thickness of the top 4 panels are reduced to 0.03". By comparing the panel weight of 389 lb and 344 lb, shown in Figures 8 and 9 respectively, 45 lb of steel can be saved for every arch by just allowing program Future to design each panel separately. Summarized in Figures 10 and 11 are the results for Model S60 -25B20-20-120. This is a type "S" model of 60 ft span and 25 ft tall. Bracket type of base connector is used. The flat roof live load, ground snow and wind speed specified for this arch are 20 psf, 20 psf and 120 mph, respectively. Results summarized in Figure 10 are calculated by asking program Future to conduct a code review for 0.05" thick wall and eave panels with 0.04" thick roof panels. Since the maximum interaction factor is 0.980 that is less than 1.0, the specified steel thickness can safely resist all the 11 loads and 42 load combinations. 14 • -0.79 0.79 FIGURE S. AXIAL FORCE ENVELOPE & PANEL TAGS FOR A30-14820-40-125 -0.79 0.79 X'p3 011 i.p3 . , o3 Op Q O• aJ� fr Future Steel Buildings Intl, Corp. q19 9 Copyright CC) 1998-1999 All rights reserved n Arch Data Bolt Numbers / Arch ReactGns w ao c Arch :Span = 30.000 ft 5/16 Botts = 146 Compression = 1.18 kip ao ro x Arch Height = 14.291 ft 3/9 Botts = 6 Tenslon _ 0.73 kip `4 Panel Weight = 220 lb 2 & 4 on Ext. L Int. Sides Shear - 0.77 kip x a. co 5/8 Bolts = 4 Moment - 3.03 kip -f t o "A 2 6 2 on Ext. 6 Int. Sides N FIGURE S. AXIAL FORCE ENVELOPE & PANEL TAGS FOR A30-14820-40-125 .r all ' FIGURE 6, SHEAR ENVELOPE & PANEL TAGS FOR A30w14B20-40-125 _ r P71.5x.03 p3 pl2 P120% -0.29 .29- 'r.0,2. O q6 �0 4 6 Future Steel Bulldings Intl, Corp, D6 �Q0 Copyright CC) 1998-1999 d� All rights reserved Arch Data Bolt Numbers / Arch Reactions p c Arch Span = 30.000 ft 5/16 Bolts = 146 Conpresslo' = 1.18 kip v n Arch Helght = 14.291 ft 3/8 Bolts 6- 7enslon 0,73 kip r vxi iz Panel Weight = 220 lb 2 L 4 on Ext. 6 Int. Sides Shear 0.77 kip X CL � 5/8 Bolts = 4 Moment 3.03 kip-f t C2 C3 2 L 2 on Ext. L Int. Sides .r all ' FIGURE 6, SHEAR ENVELOPE & PANEL TAGS FOR A30w14B20-40-125 2+ + Future Steel Buildings Intl. Corp, Copyright CC) 1990-1999 All rights reserved Arch Data Bolt Numbers / Arch Reactions c Arch Span = 30.000 ft 5/16 Bolts = 146 Compression = 1.18 klp ro Arch Height = 14,291 ft 3/8 Bolts = Cr Tension 0,73 kip " t- Panel Weight = 220 lb 2 iL 4 on Ext. 6 Int. Sides Shear - 0.77 kip w x as 5/8 Bolts = 4 Moment - 3.03 kip -ft 2 b 2 on Ext. 6 Int, Sides �' FIGURE 7, MOMENT ENVELOPE, PANEL TAGS & MAX. INT, FACTORS FOR A30--141320-40--125 �. FIGURE 8, MOMENT ENVELOPE, PANEL TAGS & MAX, INT, FACTORS FOR 060-20B20-25--100 00 p120x 04 P120x,04 A��Ok OA 0g (3.520 0.464 QUO OA 1,Lof Q � �6 � s Odd Future Steel Buildings Intl. Corp. Copyright CC) 1998-1999 All rights reserved D� OP �sr Arch Data Bolt Numbers / Arch Reactions 1rt,0 Arch Span = 60.000 ft 5/16 Bolts = 274 Compression = 1.35 kip Ta� Q Arch Height = 20.469 ft 3/8 Bolts = 8 Tension 1,16 kip bq� o. Panel Weight = 389 lb 4 L 4 on Ext. L Int, Sides Shear, - 1,13 kip ,o ud, 5/8 Bolts = 4 Moment - 3.18 kip -ft iT 2 L 2 on Ext. & Int, Sides N �. FIGURE 8, MOMENT ENVELOPE, PANEL TAGS & MAX, INT, FACTORS FOR 060-20B20-25--100 00 FIGURE 9, MOMENT ENVELOPE, PANEL TAGS & MAX, INT, FACTORS FOR 060-20820--25-100 P120x•p3 P120x.03 +03 Q�2 0.785 0.719 1�V+or Q tit°+ 4Q q 9s Future Steel Buildings Intl. Corp, Copyright CC) 1998-1999 All rights reserved D� off' Arch Data Bolt Numbers / Arch Reaotlons Arch Span = 60.000 ft 5/16 Bolts = 274 Compression = 1.33 kip �p Q Arch Height = 20.469 ft 3/8 Bolts = 8 Tension _ 1.17 kip b^ O Panel Weight = 344 lb 4 >L 4 on Ext. >L Int. Sides Shear, - 1.14 kip 5/8 Bolts = 4 Moment - 3.04 klp-,ft it 2 6 2 on Ext. & Int, Sides . X r� FIGURE 9, MOMENT ENVELOPE, PANEL TAGS & MAX, INT, FACTORS FOR 060-20820--25-100 N FIGURE 10, MOMENT ENVELOPE, PANEL TAGS & MAX,. INT, FACTORS FOR S60 -25B20-20--120 • P120x.04 p12aX,oa PJ --R, o k' 04 OA - Q,Zprt 0.628 0.645 0. •S o� o 9�p Future Steel Buildings Intl, Corp, C. Copyright (C) 1998-1999 -o All rights reserved N% a ^ o o Arch Data Bolt Numbers / Arch Reactions Arch Span = 60.000 ft 5/16 Bolts = 264 Compression = 1.39 kip V) Arch Height = 24,813 ft 3/8 Bolts = 10 Tension - 1,34 kip Panel" Weight = 481 lb 6 & 4 on Ext, & Int. Sides - Shear- 1,14 kip ? m 3/4 Bolts = 4 Moment - 5,81 kip -ft m v n Ia. 2 & 2 on Ext. & Int. Sides m x N N FIGURE 10, MOMENT ENVELOPE, PANEL TAGS & MAX,. INT, FACTORS FOR S60 -25B20-20--120 N FIGURE 11. MOMENT ENVELOPE, PANEL TAGS & MAX. INT, FACTORS FOR S60 --25B20-20--120 r. p12px.03 , P120x,03 PI2Qx �3 X03 • 0:957 0.938. p . C 0i%Oy� Q12 0,83 S s+�s 121 ��c5 Future Steel Buildings Intl, Corp, C Copyright CC) 1998-1999 rights reserved aAll p ,o✓ o o Arch Data Bolt Numbers / Arch Reactions Arch Span = 60,000 ft 5/16 Bolts = 264 Compression 1,39 kip Arch Height = 24.813 ft 3/8 Bolts = 8 'tension 1.34 kip Ln Panel' Weight = 455 lb 4 & 4 on Ext. &Int, Sides Shear 1.12 kip V 3/4 Bolts 4 Moment _ 5,15 klp-ft v En N 2 & 2 on Ext. & Int. Sides x N FIGURE 11. MOMENT ENVELOPE, PANEL TAGS & MAX. INT, FACTORS FOR S60 --25B20-20--120 W, Summarized in Figure 11 are results from asking program Future to design each panel separately. As shown in Figure 11, while the 2 bottom roof panels become 0.05" thick, the thickness of the 4 top roof panel can be reduced to 0.03". By comparing the panel weight of 481 lb and 455 lb, shown in Figures 10 and 11, respectively, 26 lb of steel can be saved for every arch in this building. Automatically Update Arch Panel Properties 'Then the initial input file is generated by program Future, all arch panel properties are estimated based on the suggested panel thickness. Once the arch panels are designed, all sectional properties are calculated by program Future according to the newly designed thickness and the required curvature of every, arch panel. Program Future has been trained to automatically update all the arch panel properties in the input file. By repeating the arch design process a few times, all of the panel forces and thickness will converge to the final design results. In. fact, all the final results summarized in the above figures were obtained by repeating the analysis/design process only once. 22 A! 4. REFERENCES 1. National Research Council Canada, "Industrial Research Assistance Program Contribution Agreement between National Research Council of Canada and Future Steel Buildings Intl. Corp. on the Flexural Capacity of Future Steel Arch Panels," Nov. 1998, 10 pages. 2. National Research Council Canada,. "Industrial Research Assistance Program Contribution Agreement between National Research Council of Canada and Future Steel Buildings Intl. Corp. on the Compressive Capacity of Future Steel Arch Panels," May 1999,10 pages. 3. McMaster University, "Flexural Testing of Future Steel Arch Panels," McMaster University, Hamilton, Ontario, April 1399, 350 pages. 4. Waterloo Research Institute, "Compressive Tests of Future Steel Arch Panels," University of Waterloo, Waterloo, Ontario, June 1999, 270 pages. 5. American Iron and Steel Institute, "Specification for the Design of Cold -formed Steel Structural Members," AISI, Washington, DC, June 1997, 102 pages. 6. American Society of Civil Engineers, "ASCE Standard, Minimum Design Loads for Buildings and Other Structures (ASCE 7-95 a Revision of ANSI/ASCE 7- 93)," ASCE, New York, 1996, 214 pages. 7. Building Officials & Code Administrators International, "The BOCA National Building Code/ 1996, BOCA, Country Club Hills, Illinois, Jan. 1996, 357 pages. 8. Southern Building Code Congress International, "1997 Standard Building Code," SBCCI, Birmingham, Alabama, 1997, 452 pages. . 9. International Conference of Building Officials, "1997 Uniform Building Code," ICBG, Whittier, California, April 1997, Vol. 1-3, 1472 pages. 10. Dofasco Inc., "Load Testing of Building Panel -to -Base Connection for Future Steel Building Intl. Corp.," Dofasco, Hamilton, Ontario, June 1999, 32 pages. 11. American Society for Testing and Materials, "ASTM Standard A370 — 97a, Standard Test Methods and Definitions for Mechanical Testing of Steel Products," ASTM, West Conshohocken, Pennsylvania, Nov. 1997, 46 pages. 12. American Iron and Steel Institute, "Stub -Column Test for Effective Area of Cold - formed Steel Columns," AISI, Washington, DC, 1997, 14 pages. 13. Ping Guo, "Automated Analysis and Design of Spatial Structures," Proceedings of Asia-Pacific Conference on Shell and Spatial Structures, Beijing, China, May 21-25, 1996, 8 pages. 23 14. Canadian Standards Association, "CSA Standard S136-94: Cold Formed Steel Structural Members," CSA, Rexdale, Ontario, Dec. 1994, 68 pages. 15. American Institute of Steel Construction, "Load and Resistance Factor Design Specification for Structural Steel Buildings," AISC, Chicago, Illinois, Dec. 1993, 158 pages. 16. Canadian. Standards Association, "CSA Standard S16.1-94: Limited States Design of Steel Structures," CSA, Rexdale, Ontario, Dec. 1994,142 pages. 17. Canadian Standards Association, "CSA Standard 086.1-94: Engineering Design in Wood (Limited States Design) Structures (Design)," CSA, Rexdale, Ontario, Dec. 1994, 191 pages. 18. Canadian Standards Association, "CAN3-S157-M83: Strength Design in Aluminum," CSA, Rexdale, Ontario, Dec. 1983, 72 pages. 19. American Society for Testing and Materials, "ASTM Standard A7921A792M-97, Standard Specification for Steel Sheets, 55% Aluminum -Zinc Alloy -Coated by the Hot -Dip Process," ASTM, West Conshohocken, Pennsylvania, Dec. 1997, 4 pages. 20. NASA John F. Kennedy Space Center, "Spaceport News," NASA, KSC, FL, Vol. 39, No. 19, Sept. 22, 2000, p. 8. 21. Ping Guo, "Design Report on Q100-35-100, NASA John F. Kennedy Space Center, FL (ACI 319-99, AISI-96, ASCE 7-98, KSC-STD-Z0004E & SBC -97)," Future Steel Buildings Intl. Corp., Report NASA -002, July 12, 2000, 47 pages. 22. National Aeronautics and Space Administration, "NASA Standard KSC-STD- Z0004E: The Design of Structural Steel Buildings and Other Structures, Standard for John F. Kennedy Space Center," NASA, KSC, FL, Nov. 7, 1995, 50 pages. 23. American Society of Civil Engineers, "ASCE Standard ASCE 7-98: Minimum Design Loads for Buildings and Other Structures (Revision of ANSI/ASCE 7- 95)," ASCE, Reston, Virginia, Jan. 2000, 330 pages. 24. American 'Concrete Institute, "ACI Standard ACI 318-99: Building Code Requirements for Structural Concrete (318-99) and Commentary (318R-99)," ACI; Farmington Hills, Michigan, June 1999, 391 pages. 25. Ping Guo, "Three -Dimensional Shell Model for Structural Effects of End Walls (AISI, ASCE 7, BOCA, NBC, S136, SBC & UBC)," Future Steel Buildings Intl. Corp., Brampton, Ontario, Sept. 10, 1999, 98 pages. 26. International Code Council, "2000 International Building Code," International Code Council, Falls Church, Virginia, March 2000, 756 pages. 24 t, tz 5. APPENDICES 5.1 Automatically Generated Input File STEEL ARCH MODEL: A30-14, CAROLYN CHAPMAN, OROVILLE, CA SYSTEM DOF=VX,DZ,RY LENGTH=M FORCE=XN UP=+Z JOINT' I X= 0.000 Z= 0.000 2 X= 0.000 Z= 0.242 3 X= 0.000 Z= 0.379 4 X= 0.000 Z= 0.555- 5 X= 0.000 Z= 0.731 6 X- 0.040 Z- 0.907 7 X- 0.000 Z= 1.083 8 'X= 0.000 Z= 1.260 9 X= 0.000 Z= 1.436 20 X= 0.00D Z= 1.612 11 X= 0.000 Z= 1.788 12 X= 0.408 -Z 1.964 13 X- 0.037 Z= 2.138 14 X= 0.085 Z= 2.307 15 X= 0.152 Z= 2.470 16 •X= 0.238 Z= 2.624 17 X= 0.341 Z= 2.767 18 X= 0.460 Z= 2.897 p 19 X= 0.593 Z= 3.012 20 X= 0.738 Z= 3.112 21 X= 0.894 Z= 3.193 22 X= 1.059 Z= 3.257 23 X= 1.226 Z= 3.313 24 X= 1.393 Z= 3.368 25 X= 1.560 Z= 3.424 26 X= 1.727 Z= 3.480 27• X= 1.895 Z= 3.536 28 X= 2.062 Z= 3.591 29 X= 2.229 Z= 3.647 30 X= 2.396 Z= 3.703 31 X= 2.563 Z= 3.758 32 X= 2.730 Z= 3.814 33 X= 2.898 Z= 3.870 39 X= 3.065 Z= 3.925 35 X= 3.232 Z= 3.981 36 X= 3.399 Z= 4.037 37 X= 3.566 Z= 4.093 38 X= 3.733 Z= 4.148 39 X 3.901 Z= 4.204 40 X= 4.068 Z= 4.260 41 X= 4.237 z= 4.309 42 X= 4.410 Z= 4.340 43 X= 4.586 Z= 4.350 44 X= 4.762 Z= 4.340 45 X= 4.935 Z= 4.309 46 X= 5.104 Z= 4.260 47 X= 5.271 z= 4.204 48 X= 5.439 Z= 4.148 49 X= 5.606 Z= 4.093 50 X= 5.773 Z= 4.037 51 X= .5.940 Z= 3.981 52 X= 6.107 Z= 3.925 53 X= 6.275 Z= 3.870 54 X= 16.442 Z= 3.814 55 X= 6.609 Z= 3.758 56 X= 6.776 Z= 3.703 57 X= 6.943 Z= 3.647 25 58 X-- 7.110 Z= 3.591 59 X= 7.278 Z= .3.536 60 X= 7.445 Z= 3.460 61 X- 7.612 Z= 3.424 62 X= 7.779 Z= 3.368 63 X= 7.946 Z= 3.313 64 X= 8.113 Z= 3.257 65 X= 8.278 Z= 3.193 66 X= 8.434 Z= 3.112 67 X= 8.579 Z= 3.012 68 X= 8.712 Z= 2.897 69 X= 8.831 Z= 2.767 70 X= 8.934 2= 2.624 71 X= 9.020 Z= 2.470 72 X= 9.067 Z= 2.307 73 X= 9.135 Z= 2.138 74 X- 9.164 Z- 1.964 75 X= 9.172 Z= 1.788 76 X= 9.172 Z= 1.612 77 X= 9.172 2= 1.436 '78 X= 9.172 Z= 1.260 79 X= 9.172 Z= 1.083 80 X= 9.172 'Z= 0.907 81 X= 9.172 Z- 0.731 82 X= 9.1,72- Z= 0.555 83 X= '9.172 Z= 0.379 64 X= 9.172 Z= 0.202 65 X= 9.172 Z= 0.000 RESTRAINT ADD= 1 DOE=UX,UZ ADD= 85 DOF=UX,UZ MATERIAL NAME=CS TYPE=ISO M=7.85 W=77 T=0 E=203E6 U=0.3 A=1.17E-5 FRAME SECTION NAME=PANELI TYPE=PRISM MAT=CS A= 6500.E-07 I= 3297.E-09 SH=G NAME=PANEL2 TYPE=PRISM MAT=CS A= 1907.E-07 I= 1173.E-09 SH=G NAME=PANELS TYPE=PRISM MAT=CS A= 6500.E-07 I= 3297.E-09 SH=G NAME=PANEL4 TYPE=PRISM MAT=CS A= 1907.E-07 I= 1173.E-09 SH=G NAME=PANELS TYPE=PRISM MAT=CS A= 6500.E-07 I= 3297.E-09 SH=G NAME=PANEL6 TYPE=PRISM MAT=CS A= 1907.E-07 I= 1173.E-09 SH=G NAME=PANEL? TYPE=PRISM MAT=CS A= 6500.E-07 I= 3297.E-09 SH=G FRAME CSYS=0 PLDIR=+Z,-X LOCAL=12 1 J= 1 2 SEC=PANELI NSEG=2 2 J= 2 3 SEC=PANELI NSEG=2 3 J= 3 4 SEC=PANELI NSEG=2 4 J= 4 5 SEC=PANELI NSEG=2 5 J= 5 6 SEC=PANELI NSEG=2 6 J= 6 7 SEC=PANELI NSEG=2 7 J= 7 8 SEC=PANELI NSEG=2 8 J= 8 9 SEC=PANELI NSEG=2 9 J= 9 10 SEC=PANELI NSEG=2 10 J= 10 11 SEC=PANELI NSEG=2 11 J= 10 11 SEC=PANEL2 NSEG=2 CSYS=O PLDIR=+Z,+X LOCAL=12 12 J= 11 12 SEC=PANEL2 NSEG=2 13 J= 12 13 SEC=PANEL2 NSEG=2 14 J= 13 14 SEC=PANEL2 NSEG=2 15 J= 14 15 SEC=PANEL2 NSEG=2 16 J= 15 16 SEC=PANEL2 NSEG=2 17 J= 16 17 SEC=PANEL2 NSEG=2 18 J= 17 18 SEC=PANEL2 NSEG=2 19 J= 18 19 SEC=PANEL2 NSEG=2 20 J= 19 20 SEC=PANEL2 NSEG=2 21 J= 20 21 SEC=PANEL2.NSEG=2 22 J= 21 22 SEC=PANEL2 NSEG=2 W. LOAD . NAME=DL SW=O 27 23 J= 22 23 SEC=PANEL2 NSEG=2 24 J= 22 23 SEC=PANEL3 NSEG=2 25 J= 23 24 SEC=PANEL3 NSEG=2 26 J= 24 25 SEC=PANEL3 NSEG=2 27 J= 25 26 SEC=PANEL3 NSEG=2 28 J= 26 27 SEC=PANEL3 NSEG=2 29 J= 27 28 SEC=PANEL3 NSEG=2 30 J= 28 29 SEC=PANEL3 NSEG=2 31 J= 29 30 SEC=PANEL3 NSEG=2 32 J= 30 31 SEC=PANEL3 NSEG-2 33 J= 31 32 SEC=PANELS NSEG=2 34 J= 32 33 SEC=PANEL3 NSEG-2 35 J= 33 34 SEC-PANEL3 NSEG-2 36 J= 34 35 SEC=PANEL3 NSEG-2 37 J= 35 36 SEC -PANELS NSEG-2 38 J= 36 37 SEC -PANELS NSEG=2 39 J= 37 38 SEC -PANELS NSEG=2 40 J= 38 39 SEC=PANEL3 NSEG=2 41' J= 38 39 SEC=PANEL4 NSEG=2 42 J= 39 40 SEC-PANEL4 NSEG=2 43 J- 40 41 SEC=PANEL4 NSEG=2 44 J- 41- 42 SEC-PANEL4 NSEG-2 45 J= 42 43 S£C=PAN£L4 NSEG=2 46 J= 43 44 SEC=PANEL4 NSEG=2 47 J= 44 45 SEC-PANEL4 NSEG=2 48 J- 45 46 SEC-PANEL4 NSEG=2 49 J= 46 47 SEC=PANEL4 NSEG=2 50 J= 47 48 SEC=PANEL4 NSEG=2 51 J= 47 48 SEC=PANEL5 NSEG=2 52 J= 48 49 SEC=PANEL5 NSEG=2 53 J= 49 50 SEC=PANEL5 NSEG=2 54 J= 50 51 SEC=PANEL5 NSEG=2 55 J= 51 52 SEC-PANEL5 NSEG=2 56 J= 52 53 SEC=PANEL5 NSEG=2 57 J= 53 54 SEC=PANEL5 NSEG=2 58 J= 54 55 SEC=PANEL5 NSEG=2 59 J= 55 56 SEC=PANEL5 NSEG=2 60 J= 56 57 SEC=PANEL5 NSEG=2 61 J= 57 '58 SEC=PANEL5 NSEG=2 _ 62 J= 58 59 SEC=PANEL5 NSEG=2 63 J= 59 60 SEC=PANELS NSEG=2 64 J= 60 61. SEC=PANELS NSEG=2 65 J= 61 62 SEC=PANEL5 NSEG=2 66 J= 62 63 SEC=PANEL5 NSEG=2 67 J= 63 64 SEC=PANEL5 NSEG=2 68 J= 63 64 SEC=PANEL6 NSEG=2 69 J=-64 65 SEC=PANEL6 NSEG=2 70 J= 65 66 SEC=PANEL6 NSEG=2 71 J= 66 '67 SEC=PANEL6 NSEG=2 • 72 J= 67 68 SEC=PANEL6 NSEG=2 73 J= 68 69 SEC=PANEL6 NSEG=2 74 J= 69 70 SEC=PANEL6 NSEG=2 75 'J= 70 71 SEC=PANEL6 NSEG=2 76 J= 71 72 SEC=PANEL6 NSEG=2 77 J= 72 73 SEC=PANEL6 NSEG=2 78 J= 73 74 SEC=PANEL6 NSEG=2 79 J= 74 75 SEC=PANEL6 NSEG=2 80 J= 75 76 SEC=PANEL6 NSEG=2 81 J= 75 76 SEC=PANEL? NSEG=2 82 J= 76 7.7 ,SEC=PANEL7 NSEG=2 83 J= 77 78 SEC=PANEL? NSEG=2 84 J= 78 79 SEC=PANEL? NSEG=2 85 J= 79 80 SEC=PANEL7 NSEG=2 86 J= 80 81 SEC=PANEL7 NSEG=2 87 J= 81 82 SEC=PANEL? NSEG=2 88 J= 82 83 SEC=PANEL? NSEG=2 89 J= 83 84 SEC=PANEL7 NSEG=2 90 J= 84 85 SEC=PANEL? NSEG=2 LOAD . NAME=DL SW=O 27 TYPE=DISTRIBUTED SPAN ADD= 1 10 1 UZ=-4.991595E-02 ' ADD= 11 23 1 UZ=-4.991595E-02 ADD= 24 40 1 UZ--4.991595E-02 ADD= 41 50 1 UZ=-4,991595E-02 ADD= 51 67 1 UZ=-4.991595E-02 ADD= 68 80 1 UZ=-4.991595E-02 ADD= 81 90 1 UZ=-4.991595E-02 NAME=LU SW -0 TYPE=DISTRIBUTED SPAN ADD= 11 22 1 UZP=-.58376 ADD= 24 39 1 UZP=-.58376 ADD= 41 50 1 UZP .58376 ADD=.52. 67 1 UZP=-.58376 ADD= 69 80 1 UZP=7.58376 NAME=LL SW=0 TYPE -DISTRIBUTED SPAN ADD= 11 22 -1 UZP=-.58376 ADD= 24 39 1 UZP=-.58376 ADD= 41 45 1 U2P=-.58376 NAME=LR sw=0 TYPE=DISTRIBUTED SPAN ADD= 45 50 •1 UZP=-.58376 ADD= 52 67 1 UZP=-.58376 ADD= 69 80 1 UZP=-.56376 NAME=SB SW=O TYPE=DISTRIBUTED SPAN ADD= 15 UZP=-.01808 ADD= 16 UZP=-.06533 ADD-- 17 UZP=-.11259 ADD= 18 UZP=-.15984 ADD= 19 UZP=-.20709 ADD= 20 UZP=-.25434 ADD= 21 UZP=-.30159 ADD -'22 UZP=-.34861 ADD= 23 UZP=-.36782 ADD= 25 UZP=-.36782 ADD= 26 UZP=-.36782 ADD= 27 •UZP=-.36782 ADD= 28 UZP=-.36782 ADD= 29 UZP=-.36782 ADD= 30 UZP=-.36782 ADD= 31 UZP=-.36782 ADD= 32 UZP=-.36782 ADD= 33 UZP=-.36782 ADD= 34 UZP=-.36782 ADD= 35 UZP=-.36782 ADD= 36 UZP=-.36782 ADD= 37 UZP=-.36782 ADD= 38 UZP=-.36782 ADD= 39 UZP=-.36782 ADD= 40 UZP=-.36782 ADD= 42 UZP=-.36782 ADD= 43 'UZP=-.38227 ADD= 44 UZP=-.39228 ADD= 45 UZP=-.39228 ADD= 46 UZP=-.39228 ADD= 47 UZP=-.39228 ADD= 48 UZP=-.38227 ADD= 49 UZP=-.36782 ADD= 50 UZP=-.36782 ADD= 52 UZP--.36782 ADD= 53' UZP=-.36782 ADD= 54 UZP=-.36782 ADD= 55 UZP=-.36782 ADD= 56 UZP=-.36782 ADD= 57 UZP=-.36782 ADD= 58 UZP=-.36782 ADD= 59 UZP=-.36782 ADD= 60 UZP=-.36782 ADD= 61 UZP=-.36782 28 1p ADD= 62 UZP=-.36782 ADD= 63 UZP=-.36782 ADD= 64 UZP=-.36782 ADD= 65 UZP=-.36782 ADD= 66 UZP=-.36782 ADD= 67 UZP=-.36782 ADD= 69 UZP=-.34861 ADD= 70 UZP=-.30159 ADD= 71 UZP=-.25434 ADD= 72 UZP=-.20799 ADD= 73 UZP--.15984 ADD= 74 UZP .11258 ADD,--* 75 UZP=-.96534 ADO= 76 UZP=-.01808 NAME=SL SW=9 TYPE -DISTRIBUTED SPAN ADD= 16 UZP=-.033 ADD= 17. UZP=-.1056 ADD= 18 U2P=-.19088 ADD= 19 UZP=-.2877 ADD= 20 UZP=-.39476 ADD= 21 UZP=-,51064 ADD= -22 UZP=-,56226 ADD=' 23' UZP=-.54545 ADD= 25 UZP=-.5285 ADD= 26 UZP=-.51154 ADD= 27 UZP=-.49458 ADD= 28 UZP=-.47763 ADD= 29 UZP=-.46067 ADD= 30 UZP=-.44371 ADD= 31 UZP=-.42676 ADD= 32 UZP=-.4098 ADD= 33 UZP=-.39284 ADD= 34 UZP=-.37589 ADD= 35 UZP=-.35893 ADD= 36 UZP=-.34197 ADD= 37 UZP=-.32502 ADD= 38 UZP=-.30806 ADD= 39 UZP=-.2911 ADD= 40 UZP=-.27414 ADD= 42 UZP=-.25719 ADD= 43 UZP=-.24014 • ADD= 44 UZP=-.22277 ADD= 45 UZP=-.20506 NAME=SR SW=O TYPE=DISTRIBUTED SPAN 'ADD= 46 UZP=-.20506 ADD= 47 UZP=-.22277 ADD= 48 UZP=-.24014 ADD= 49 UZP=-.25719 ADD= 50 UZP=-.27414 ADD= 52 UZP=-.2911 ADD- 53 UZP=-.30806 ADD= 54 UZP=-.32502 ADD= 55 UZP=-.34197 ADD= 56 UZP=-.35893 ADD= 57 UZP=-.37589 ADD= 58 UZP=-.39284 ADD= 59 UZP=-.4098 ADD= 60 UZP=-.42676 ADD= 61 UZP=-.44371 ADD= 62 UZP=-.46067 ADD= 63 UZP=-.47763 ADD= 64 UZP=-.49458 ADD= 65 UZP=-.51154 ADD= 66 UZP=-.5285 ADD= 67 UZP=-.54545 ADD= 69 UZP=-.56226 ADD= 70 UZP=-.51064 ADD= 71 UZP=-.39476 • ADD --'72 UZP=-.2877 29 J> G ADD= 73 UZP=-.19088 ADD= 74 UZP=-.1056 ADD= 75 UZP=-.033 NAtME=WL SW=O. TYPE=DISTRIBUTED SPAN ADD= 1 9 -1 U2=-.1962 ADD= 11 22 1 U2= .0304 ADD= 24 39 1 U2= .26216 ADD= 41 50 1 U2= .22226 ADD= 52 67 1 U2= .178 ADD= 69 80 1 U2= .17287 ADD= 82 90 1 U2= .15781 NATO --WR SW=O TYPE --DISTRIBUTED SPAN ADD= 1 9 1 U2= .15761 ADD= 11 22 1 U2= .17267 ADD= 24 39 3 U2= .178 ADD= 41 50 1 U2= .22226 ADD= 52 67 1 U2= .26226 AM= 69 80 1 U2= .0304 ADD- 82 90 1 U2=-.1962 DAME=WP SW=O TYPE=DISTRIBUTED SPAN ADD= 1 10 1 U2= .06839 ADD= 12 23 1 U2= .06839 ADD- 25 40 1 U2= .06639 ADD -42 49 1 U2= .06839 ADD= 51 66 1 U2= .06839 ADD= 68 79 1 U2= .06839 ADD= 81 90 1 U2= .06839 NAME=WN SW=O TYPE=DISTRIBUTED SPAN ADD= 1 10 1. U2=-.06839 ADD= 12 23 1 U2=-.06839 ADD= 25 46 1 U2=-.06839 ADD= 42 49 1 U2=-.06839 ADD= 51 66 1 U2=-.06839 ADD= 68 79 1 U2=-.06839 ADD= 81 90 1 U2=-.06839 END 30 5.2 Design Summary FUTURE STEEL ARCH BUILDING DESIGN PROGRAM (v. 3.0) Future Steel Buildings Intl. Corp. Copyright 1998-2006 PROJECT NAME: CAROLYN CHAPMAN PROJECT # 81-240-29530 File Name: C:\WORK\A3014CA.DSN OCT -02-2006, 10:56:53 SPECIFIED ARCH DESIGN PARAMETERS ►ssss�rrs*�.ss�.s��tt�.�s�sse**:f4� BUILDING LOCATION - UNITED STATES ARCH TYPE - A BASE TYPE = HINGE ARCH SPAN - 30.04 ft ARCH HEIGHT = 14.29 ft FLAT ROOF LIVE LOAD = 20.00 psf GROUND SNOW = 20.00 psf THERMAL COEFFICIENT = 1.2 R -VALUE = 0 EXPOSURE CATEGORY = C EXPOSURE DEGREE = PARTIAL BUILDING CATEGORY = I COLLATERAL DEAD LOAD = 0.00 psf ENCLOSURE CLASS = ENCLOSED 3 -SEC. GUST WIND SPEED = 90 Mph DESIGN RESULTS �rrrssss:�sssss SUMMARY OUTPUT FOR PANEL # 1 PANEL PROPERTIES Fy = 60.00 ksi Fu = 61.50 ksi FUB = 74.00 ksi Fyv 80.00 ksi Fybn = 63.06 ksi Fybp = 73.42 ksi t = 0.03 in H = 7.50 in DBOT = 0.31 in ANG1 = 45.00 deg. ANG2 = 45.00 deg. DHOL = 0.44 in ELBT = 7.50 in ELTP = 1.50 in DEND = 1.00 in ELIP = 1.00 in NBRW = 8 Max./Row PAIN = 72 in WPAN - 21.11 lb CDMX = 0.00 in PANEL DESIGN RESULTS MAXIMUM INTERACTION FACTOR = 0.837 LOAD COMBINATION = 38 STRENGTH INTERACTION FACTORS: IN COMPRESSION = 0.106 IN TENSION = 0.000 IN BENDING = 0.733 IN SHEAR = 0.315 CRITICAL MEMBER NUMBER = 9 CRITICAL SECTION = 3 FACTORED AXIAL FORCE AND RESISTANCES: Pr = 4.96 kip Pro = 10.07 kip Tr = 17.71 kip Pf = -1.05 kip UBKL = 24.367 ft ELNC = 27.771 ft FIXP = 0.000 EK = 1.140 FACTORED SHEAR FORCES AND RESISTANCES: Vr 1.23 kip Vf 0.39 kip Vb = 23.61 kip Vbf= 1.05 kip FACTORED BENDING MOMENT AND RESISTANCES: Mrn = 2.78 kip -ft Mrnb = 2.78 kip -ft Mrnt = 7.47 kip -ft Mf =-2.04 kip -ft Mrp = 4.37 kip -ft Mrpb = 12.43 kip -ft Mrpt = 4.37 kip -ft SUMMARY OUTPUT FOR PANEL # 2 PANEL PROPERTIES Fy = 60.00 ksi Fu = 61.50 ksi FUB = 74.00 ksi Fyv = 80.00 ksi Fybn•= 80.00 ksi Fybp = 73.42 ksi t = 0.03 in H = 7.50 in DBOT = 0.31 in .ANG1 = 45.00 deg. ANG2 = 45.00 deg. DHOL = 0.44 in ELBT = 7.50 in ELTP = 1.50 in DEND = 1.00 in ELIP = 1.00 in NBRW = 8 Max./Row PAIN = 92 in WPAN = 27.16 lb CDMX = 0.28 in RADS = 5.00 ft PANEL DESIGN RESULTS MAXIMUM INTERACTION FACTOR = 0.907 LOAD COMBINATION = 38 STRENGTH INTERACTION FACTORS: IN COMPRESSION = 0.131 IN TENSION = 0.000 IN BENDING = 0.809 IN SHEAR = 0.089 CRITICAL MEMBER NUMBER = 15 CRITICAL SECTION = 1 31 FACTORED AXIAL FORCE AND RESISTANCES: Pr = 4.00 kip Pro = 11.12 kip Tr = 17.71 kip Pf = -1.09 kip UBKL = 24.367 ft ELNC = 27.771.ft FIXP = 0.000 EK = 1.140 FACTORED SHEAR FORCES AND RESISTANCES: Vr =- 21.40 kip Vf = 0.03 kip Vb = 23.61 kip Vbf= 1.09 kip FACTORED BENDING MOMENT AND RESISTANCES: Mrn = 3.26 kip -ft Mrnb = 3.26 kip -ft Mrnt = 8.70 kip -ft Mf =-2.63 kip -ft Mrp 2.97 kip -ft Mrpb = 2.97 kip -ft Mrpt = 5.12 kip -ft SUMMARY OUTPUT FOR PANEL # 3 PANEL PROPERTIES **************** Fy = 60.00 ksi Fu = 61.50 ksi FUB - 74.00 ksi Fyv = 60.00 ksi Fybn = 63.06 ksi Fybp = 73.42 ksi t = 0.03 in H = 7.50 in DBOT = 0.31 in ANGi - 45.00 deg. ANG2 45.00 deg. DHOL = 0.44 in ELBT = 7.50 in ELTP 1.50 in REND = 1.00 in ELTP = 1.00 in NBRW = 8 Max./Row PALM = 120 in WPAN = 35.43 lb CDMX = 0.00 in PANEL DESIGN RESULTS MAXIMUM INTERACTION FACTOR = 0.555 LOAD COMBINATION = 38 STRENGTH INTERACTION FACTORS: IN COMPRESSION = 0.087 IN TENSION = 0.000 IN BENDING = 0.513 IN SHEAR = 0.051 CRITICAL MEMBER NUMBER = 39 CRITICAL SECTION = 3 FACTORED AXIAL FORCE AND RESISTANCES: Pr = 4.96 kip Pro = 10.07 kip Tr = 17.71 kip Pf = -0.43 kip UBKL = 24.367 ft ELNC = 27:771 ft FIXP = 0.000 EK = 1.140 FACTORED SHEAR FORCES AND RESISTANCES: Vr = 1.23 kip Vf = 0.06 kip Vb = 23.61 kip Vbf= 0.43 kip FACTORED BENDING MOMENT AND RESISTANCES: Mrn = 2.78 kip -ft Mrnb = 2.78 kip -ft Mrnt 7.47 kip -ft Mf = 2.24 kip -ft Mrp = 4.37 kip -ft Mrpb = 12.43 kip -ft Mrpt 4.37 kip -ft SUMMARY OUTPUT FOR PANEL # 4 PANEL PROPERTIES ++++++++++++++++ Fy = 60.00 ksi y Fu = 61.50 ksi FUB = 74.00 ksi Fyv = 80.00 ksi Fybn = 80.00 ksi Fybp = 73.42 ksi t = '0.03 in H = 7.50 in DBOT = 0.31 in ANG1 = 45.00 deg. ANG2 = 45.00 deg. DHOL = 0.44 in ELBT = 7.50 in ELTP = 1.50 in DEND = 1.00 in ELIP = 1.00 in NBRW = 8 Max./Row PALN = 72 in- WPAN = 21.11 lb CDMX = 0.28 in RADS = 5.00 ft PANEL DESIGN RESULTS. MAXIMUM INTERACTION FACTOR 0.766 LOAD COMBINATION = 38 STRENGTH INTERACTION FACTORS: IN COMPRESSION = 0.102 IN TENSION = 0.000 IN BENDING = 0.766 IN SHEAR = '0.033 CRITICAL MEMBER NUMBER = 42 CRITICAL SECTION = 2 FACTORED AXIAL FORCE AND RESISTANCES: 'Pr 4.00 kip Pro = 11.12 kip Tr = 17.71 kip Pf = -0.41 kip UBKL = 24.367 ft ELNC = 27.771 ft FIXP = 0.000 EK = 1.140 FACTORED SHEAR FORCES AND RESISTANCES: Vr = 21.40 kip Vf = 0.00 kip Vb = 23.61 kip Vbf= 0.41 kip FACTORED BENDING MOMENT AND RESISTANCES: Mrn = 3.26 kip -ft Mrnb = 3.26 kip -ft Mrnt = 8.70 kip -ft Mf = 2.28 kip -ft Mrp = 2.97 kip -ft Mrpb = 2.97 kip -ft Mrpt = 5.12 kip -ft .r SUMMARY OUTPUT FOR PANEL # 5 +++++++*+++++++++++++++++++++++++++*++++++++++++++++++++++++++++*+*+*+++++++++ PANEL PROPERTIES Fy 60.00 ksi Fu = 61.50 ksi FUB = 74.00 ksi Fyv = 80.00 ksi Fybn = 63.06 ksi Fybp = 73.42 ksi 32 ,. t = 0.03 in H = 7.50 in DBOT = 0.31 in ANG1 =' 45.00 deg. ANG2 = 45.00 deg. DHOL = 0.44 in ELBT = 7.50 in ELTP = 1.50 in DEND = 1.00 in FLIP = 1.00 in NBRW = 8 Max./Row PALN = 120 in WPAN = 35.43 lb CDMX = 0.00 in Fybp = 73.42 PANEL DESIGN RESULTS kkkkkkkkkkkkkkkkkkkk MAXIMUM INTERACTION FACTOR = 0.555 LOAD COMBINATION = 38 STRENGTH INTERACTION FACTORS: IN COMPRESSION = 0.087 IN TENSION = 0.000 IN BENDING - 0.513 IN SHEAR = 0.051 CRITICAL MEMBER NUMBER = 52 CRITICAL SECTION = 1 FACTORED AXIAL FORCE AND RESISTANCES: Pr 4.96 kip Pro - 10.07 kip Tr = •17.71 kip Pf - -0.43 kip UBKL = 24.367 ft ELNC = 27.771 ft FIXP = 0.000 EK = 1.140 FACTORED SHEAR FORCES AND RESISTANCES: Vr = 1.23 kip Vf = 0.06 kip Vb = 23.61 kip Vbf= 0.43 kip FACTORED BENDING MOMENT AND RESISTANCES: Min = 2.78 kip -ft Mrnb = -2.78 kip -ft Mint = 7.47 kip -ft Mf = 2.24 kip -ft Mrp - 4.37 kip -ft Mrpb = 12.43 kip -ft Mrpt = 4.37 kip -ft SUMMARY'OUTPUT FOR PANEL # 6 PANEL PROPERTIES Fy = 60.00 ksi Fu = 61.50 ksi FUB 74.00 ksi Fyv = 80.00 ksi Fybn = 80.00 ksi Fybp = 73.42 ksi t = 0.03 in H = 7.50 in DBOT = 0.31 in ANG1 = 45.00 deg. ANG2 = 45.00 deg. DHOL = 0.44 in ELBT = 7.50 in ELTP = 1.50 in DEND = 1.00 in ELIP = 1.00 in NBRW = 8 Max./Row PALN = 92 in WPAN = 27.16 lb CDMX = 0.28 in RADS = 5.00 ft PANEL DESIGN RESULTS MAXIMUM INTERACTION FACTOR = 0.907 LOAD COMBINATION = 38 STRENGTH INTERACTION FACTORS: IN COMPRESSION = 0.131 IN TENSION = 0.000 IN BENDING = 0.809 IN SHEAR = 0.089 CRITICAL MEMBER NUMBER = 76 CRITICAL SECTION = 3 FACTORED AXIAL FORCE AND RESISTANCES: .Pr = 4.00 kip Pro = 11.12 kip Tr = UBKL = 24.367 ft ELNC = 27.771 ft FIXP = FACTORED SHEAR FORCES AND RESISTANCES: Vr = 21.40 kip Vf = 0.03 kip Vb = FACTORED BENDING MOMENT AND RESISTANCES: Min = 3.26 kip -ft Mrnb = 3.26 kip -ft Mrnt = Mrp = 2.97 kip -ft Mrpb = 2.97 kip -ft Mrpt = 17.71 kip Pf = -1.09 kip 0.000 EK = 1.140 23.61 kip Vbf= 1.09 kip 8.70 kip -ft Mf =-2.63 kip -ft 5.12 kip -ft SUMMARY OUTPUT FOR PANEL # 7 k*k*********k******k**k*kk***kkkkkfrk***k**k**k******k**!**k**k#kk***kk******** PANEL PROPERTIES *k*******kkkkkkk Fy = 60.00 ksi Fu = 61.50 ksi FUB = 74.00 ksi Fyv = 80.00 ksi Fybn= 63.06 ksi Fybp = 73.42 ksi t = 0.03 in H = 7.50 in DBOT = 0.31 in ANG1 = 45.00 deg. ANG2 45.00 deg. DHOL = 0.44 in ELBT = 7.50 in ELTP = 1.50 in DEND = 1.00 in ELIP = 1.00 in NBRW = 8 Max./Row PALN = 72 in WPAN = 21.11 lb CDMX = 0.00 in PANEL DESIGN RESULTS kkkkkkkk*******kk*kk MAXIMUM INTERACTION FACTOR = 0.837 STRENGTH INTERACTION FACTORS: IN COMPRESSION = 0.106 IN BENDING = 0.733 CRITICAL MEMBER NUMBER = 82 FACTORED AXIAL FORCE AND RESISTANCES: Pr 4.96 kip Pro = 10.07 kip LOAD COMBINATION = 38 IN TENSION = 0.000 IN SHEAR = 0.315 CRITICAL SECTION = 1 Tr 17.71 kip Pf = -1.05 kip 33 34 A UBKL = 24.367 ft ELNC = 27.771 ft FIXP = 0.000 EK = 1.140 FACTORED SHEAR FORCES AND RESISTANCES: Vr = 1.23 kip Vf = 0.39 kip Vb = 23.61 kip Vbf= 1.05 kip FACTORED BENDING MOMENT AND RESISTANCES: Mrn = 2.78 kip -ft Mrnb = 2.78•kip-£t Mrnt = 7.47 kip -ft Mf =-2.04 kip -ft Mrp = 4.37 kip -ft Mrpb = 12.43 kip -ft Mrpt = 4.37 kip -ft TOTAL STEEL WEIGHT OF ONE ARCH = 188.499 lbs. MAXIMUM INTERACTION -------------------- FACTOR IN ARCH = 0.907 AT MEMBER # 15 ARCH BASE CONNECTION DESIGN SUMMARY RMMX = 0.00 kip -ft RTM9 = 0.36 kip RVMK - 0.39 kip FC = 2.50 ksi EDGE = 3.00 in EMIN - 2.94 in ABIMX= 0.044 ALCK = 35 AJK - 2 ARZK = 0.00 kip -ft ARXK - -0.23 kip ARYX = -0.15 kip DABO - 312 in ABNN = 0,50 ABNW = 1.00 FUAB = 60 ksi TRAB = 6.62 kip VRAB = 3.44 kip CBIMX= 0.024 CLCK = 34 CJK = I CRZK = 0.00 kip -ft CRXX - -0.23 kip CRYK = -0.36 kip DCBO = 3/9 in DCVO = 7116 in FUCB = 150 ksi CBNN = 1.00 CBNW = 2.00 VRCB = 4.84 kip CBR% = 3.42 kip CTRK - 2.21 kip CVSK = 5.50 kip ---------MAXIMUM INTERACTION FACTOR INCLUDING ARCH BASE = 0.90? 34 NOTATION FOR ARCH BASE CONNECTION DESIGN SUMMARY REACTIONS RMMX = Maximum Moment Reaction i = Maximum Tensile Reaction NOTATION FOR ARCH BASE CONNECTION DESIGN SUMMARY REACTIONS RMMX = Maximum Moment Reaction RTMX = Maximum Tensile Reaction RVMX = Maximum Shear Reaction ANCHOR BOLTS FC = Concrete Strength EDGE = Minimum Bolt Edge Distance for Anchor Bolts • EMIN = Minimum Embedded Length for Anchor Bolts ABIMX = Maximum Interaction Factor for Anchor Bolts ALCK = Load Combination No. Associated with ABIlv1X AX = Member No. Associated with ABUV4X ARZK = Moment Reaction Associated with ABRvIX ARXK = Shear Reaction Associated with ABDAX ARYK = Vertical Reaction Associated with ABDAX - DABO = Diameter of Anchor Bolts ABNN = No. of Anchor Bolts on the Narrow Flange Side ABNW = No. of Anchor Bolts on the Wide Flange Side FUAB = Tensile Strength of Anchor Bolts TRAB. = Tensile Capacity of Anchor Bolts VRAB = Shear Capacity of Anchor Bolts CONNECTION BOLTS CBRAX = Maximum Interaction Factor for Connection Bolts CLCK = Load Combination No. Associated with CBIlvIX CJK = Member No. Associated with CBIlvIX CRZK = Moment Reaction Associated with CBIMX CRXK = Shear Reaction Associated with CBRvIX CRYK = Vertical Reaction Associated with CBUvM DCBO - = Diameter of Connection Bolts DCHO = Diameter of Connection Bolt Holes FUCB = Tensile Strength of Connection Bolts CBNN = No. of Connection Bolts on the Narrow Flange Side • CBNW = No. of Connection Bolts on the Wide Flange Side VRCB = Shear Capacity of Connection Bolts • CBRK `= Bearing Capacity of Connection Bolts CTRK = Tearing out Capacity of Connection Bolts CVSK = Slip Resistance Capacity of Connection Bolts 35 5.3 Foundation Design The following maximum factored reaction forces per arch (2 ft wide) are summarized in Figure 1 on page 2: Pu, max. = I.07 kip, 'TU, max. = 0.38 kip, Vu, max. = 0.39 kip, Mu, max. = 0.00 kip -ft Maximum unfactored vertical load, P.. < 1.07 1.4 = 0.76 kip 1 arch Foundation weight Pfoun� 0.15 X'20 x 101144 x 2 = 0.42 kip / arch Since 0.90 x 0.42 = 0.38 kip = T,,, mom. = 0.38 kip, wind up -lift check is ok. Total compressive force at the footing Ptow < 0.76 + 0.42 =1.18 kip / arch atotw<1.18x 1000/(10/ 12x2)=708 psf Since the total stress of 708 psf is less than the minimum allowable soil bearing strength of 1,000 psf, the footing is acceptable. 5.4 Comparison of Earthquake and Wind Base Shears Earthquake Base Shear per Arch (UBC -C1.1630.2.3): V =3.00eW/R Where: " Ca =0.44Na<=0.44x1.3=0.572 W = 188 lbs R = 5.6 Thus: V =3.0x0.572x 188/5.6=58 lbs 90 mph Wind Base Shear per Arch (UBC -Sec. 1620): { p = Ce Cq qs IW (UBC-Eq.20-1) = 1.06 x 1.3 x 20.8 x 1.00 = 28.7 psf V,,id = 28.7 x 2 x 14.3 = 821 lbs >> V=58lbs Obviously, earthquake load does not govern the design of this building. 36 S I , e P LAN ... . /�• __ •. ................ .._.__._......_........_ -...... .. .. j :. .. .........., :...... i•- -i 19, ESC i � r rg o m 5r 1 of 1d a, �5 ti , D1, Ljol x iZ - VLNq s \ Shed _ � pGr(Jv �Ga .t �Sti �y -L+cL�t•�le,l.b. � •C• _ c� ,o r 14 C, �7 ()pen enje4 ..... _ r / 2 _ ..... ...._. _ _— —...... ------ _.....__.........._....._..........._....._ Assessor's Parcel Number: U kil ® 0 m LJ ® 0 Scale: 141 _ Owner Name ra � ! A G rd ✓r �4 v� - CQ�J�� n i�.c�c� J n Address ! Phone Ne. to 5 0 v'L. . 199- 381:�'- / A 1i �s Site Iocaton�O /C) ���� •� /� � � /fir- Or�� Com- 's .q t g — fContact: Name Phone "?/9' -0 3;.9 . /6,`3 /2-0 9 r FOR OFFICE USE ONLY Zoning: Gema i`aa Plan Desig_ PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 30 -Apr --2007 2007-0020700 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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: Date__ 2j Q S-� �pjj PROPERTY OWNERS: State of California County of ��.t4c— On `-�-�J % ,9?�o4/X�'7 before me, 7 0110 1-!J z W (7,�i�. ly c (irl h I dnC n m �l r personally appeared /_. /, c7 ly erson' known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) w1fose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature .%/ ` f Seal: .. BRENDA Vt LAUGHUN COMM.: f 1415631 NOTARY-Fli' M GtkALNDRNIA w cc)l iu' i of VaU1� f A.P. #_� — �� — (�. % Cour,,. rxEires May 4, 2007 491,`Y.tif' fc".SniA(ry{pry RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: George W. Chapman and Carolyn Chapman 2101 Airport Road Colorado Springs, CO 80910 A.P.N.: 026-050-051 2CD114--NZW(DS92) 1 ?'g Recorded I REC FEE 10.00 OfficialRecords Of Records I CountBUTTE CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON i Assistant I Andrew 09:02AM 17 -Aug -2004 I Page 1 of 2 Space Above This Line for Recorder's Use Only GRANT DEED The Undersigned Grantor(s) Declare(s):' DOCUMENTARY TRANSFER TAX $; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, X unincorporated area; [ ] City of Oroville, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, George W. Chapman and Carolyn Chapman, husband and wife hereby GRANTS to George W. Chapman and Carolyn Chapman, husband and wife, as Joint Tenants the following described property in the unincorporated area of _Oroville, County of Butte, State of California: Parcel I: Parcel 2, as shown on that certain Parcel Map, filed in the office of the Recorder, County of Butte, State of California, on October 12, 1982 in book 89 of parcel maps, at page 65. Dated: 07/29/2004 Cage W. Qh Csmlyn ampnen Mail Tax Statements To: SAME AS ABOVE ., ..r�"7�'7"'. -'"+� �. sC �� _s �- � 1r qw .. .-.�®..yN '��v; �;a�•*� �r„�, •r�ir!r.Yy� Y u3r-;oarsvr,.-.or - ,- ,y ' .� m .�, �N- ,_v•{ - ,v`. », Y .. ...t -,y .,, 4 ,y ,'1.. u�. iii{ "LILI i F I a OFFICE COPY Address GAS Meter By Date ELFCTRIQ Meter By - Date rV, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT fr'- ���� ASSESSOR PARCEL NUMBER 023-0.50-051 ZONING BUILDING PERMIT OWNER 11112 SIC -711D TELEPHONE „,,,, SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTORS NAME777 TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �,, ,j Energy Plan Checking Fee $ $ PERMIT FEE $ LOTNO. SUBDN610NSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF El ; Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U6lities�b Installation ❑ Other ❑ Describe Work: _�j'+ZAG CCS i,!_ L Gas piping stem 1 - 5 outlets 15.00 • Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 35.CJ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o'A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGL License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ,. I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thoselprovisiorts. X C,! 2 - / » /L� �.G- j: jfY Date /j(j Signature of Applicant -Owner13.)❑�'Contractor Agent An`OSHA permit is requiredrfor excavations over 60" deep and demolition or construction( of structures over 3 stories in height. Main Service tow To 1000A 46.00 NEW CONST. DWELLNJG OCCUP. SO OR ADDNS. ( 8 ACC. Bins. 3.5g! FT. rNpµgaID ' MULTI OO C, @7,50 8 E OUTLET OWER APPARATUCIR.S 20 ®' 00 Ex. Occu OUTLET OR FIXTURES eAL @ ,50 Ex. Occup. OFIxs A� O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE15 $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST.TYPE r TOTAL FEE s35.0 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been aid. IN, ���f Bye ' r - , 7 ((( w`Gs Ad -Date ^-Q0 PERMIT EXPIRES ON 'el, Date ReceiptNo. �''"�����=��•L"J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t V/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 41�� PERMIT NO. (Rev. 12/96) APPLICATION AND �' PERMIT' � ASSESSOR PARCEL NUMBER 026-050-051 ZONING L BUILDING PERMIT OWNER JOE SIGFRID TELEPHONE 533-9364 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 322 OROVILLE 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2 010 STANLEY DR, DROVIT.T.F. Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities X7 Installation ❑ Other ❑ Describe Work: RETAG G5S LINE Gas piping sy2tem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT Fling Fee 20.00 'ORLESS Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my IicenSe is in full force and effect. License Class �V'4 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License LA,w f r the following reason: as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thoWprovisicAs. X , Date Si ure ofplic nit- ner Contractor ❑ Agent An OSHA permit is required or exca l s over 60" deep and demolition or construction._©0 of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR SO OR ADDNS. ( 8 ACC. BLDS. 3.5¢Fr: N CONS . MULT 0.0 MU NON•RESID. @7.50 POWER APPARATUS a SwGLE OLrTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 O '' BZ o •w0° Ex. Occup. DL °s qa .01 E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or Indicated above for whi fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. of Date ReceiptNo. 309210/35 _00 WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT 6OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.7541 PERMIT NO. ,2/96) APPLICATION AND PERMIT - zV _.g BUILDING PERMIT Na �� n P /> !� 0� 1/19Z/C So. FT. OCC. BUILDING VALUATION was ��!n SHERIFF OTHER ' AMOUNT RECEIVED $ WTRACTOR't INI! IN /A-/ TEl�gNt MTAAOTOR7 MAL" ADOMS I,a TT DNUMER . Fireplace "D°n 11A1UNO A00s Total Valuation = pt amcrPermit UCfl6E NO. Filing Fee S 20.00 Fee E W,#Cmcf OR EHOt+EER-3 UNUND ADOREtt Plan Checkina Fee E Plan Checking Fee S jLDMADDan$Energy i PERMIT FEE _ DT NO. tUaON610N1 NA1E 'ApCEL1° PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 iF ❑ Duplex ❑ Mobilehome ❑ Other ~ Water piping 15.00tvecsY 15.00 Each gas water heater or vent TYPE OF WORK s piping system i - 5 outlets 15.00 (S New ❑ Addition ❑ Remodel ❑ Utib" ❑ installation ❑ Other O Building sewer 15.00 Mobile Home S G W Q20.00 Describe Work: PERMIT FEE t ELECTRICAL PERMIT I Flin Fee 20.00 eoov Main Service zooA OoR LEssR u:ss 23.00 Main Service 2WA TO IMA 46.00 NEN CONST. Owt11N0 OCtUP. 3.5tsso T. • OR AODNS. • ACC. tLDs. • .L..__._ ( _MULTI -OUTLET i @7.50 *PERMIT FEE PAID SRA - SHERIFF OTHER AMOUNT RECEIVED $ *RECEIPT NUMBER 3L9-��� * TO BE PUT INTO COMPUTER OUTLET OR FDRURES EX. Occup. =W-16-102.5.00 Temporary Service 23.00 Mobile Home Facilities # 20.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heatina 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee = Energy Inspection Fee a 000 CONST' TYPE TOTAL FEE $ —3 NAZ- I D. FEES I WP I rwoo I COF I PAROE1. I PD 1 r0 I 6SUE This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Moe) — Attention Property Owner: A:_' V er" - been applied for in your name an bearing your An owner -build building peiinit his -d b signature. ij i Please coniplet6L,-and , return- this - information'-. at :your earliest,opponumty to ,avoid unnecessary delay in p7rocessing'and issuing your building permit.'No building permit will be issued until this'"ve-fifidatio'n is received. 1. 1 personally plan to provide the major labor and materials for construction of the. ,-proposed property improvement: YESM .Noi I. 2.* 1 HAVE[. HAVE NOT[ sigifed'an application for a building permit for the e, proposed work. -3.- J have contracted with thefollowing; -.person (firm) to provide i -the -,proposed. construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work b4t I have hired the following "person. to coordinate, supervise, and provide the major work: NAME,. ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. 1 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: P6MICTY_OWNER: SQQAh ER: 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. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are 'the responsible party of record on such a permit. Building permits 'are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourse_ 1>; -you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection - 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials "and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, *and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more 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 *"ownerbuildet" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm_ that you are aware of these matters. The building permit will not be issued until the verification is returned . Sinc&rel , Michael C. Vieira, C.B.O. Manager, Building Inspection' NOTE: This Owner -Builder Information.is required by Section 19830 of the California Health and Safety Code. OVER .l• - •Alp COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA (530) 891-2751 fi? 7 County Center Drive • Oroville, CA (530) 538-7541 {: CORRECTION NOTICE Y 4 OWNE4 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the " above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleaase-cvtact this office immediately. 4, ti 4n •f' .t•S` rY e� .�v v� Date'/ Inspector ' u REV 10/92 r Date REV 10/92 Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751.. 7 County Center Drive • Oroville, CA • (530) 53877541 , CORRECTION NOTICE S ) J OW ER PERMIT NO:'.. ' fi ! ' A routine inspection indicates that the following violations of butte county Ordinances exist at,the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need. additional`expfanation, �N please contact this office immediately. 7, - ..- io�- /0 DZ Date REV 10/92 Inspector q -. R CA January 6, 2004 Joseph A. Sigfrid P.O. Box 322 Palermo, CA 95968 RE: Substandard Housing 2010 Stanley Dr., Oroville AP#026-050-051 Dear Mr. Sigfried: r�- countil a LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 This department has received a complaint alleging health and/or safety hazards at the above -referenced property. Butte County Assessor's records indicate that you own or control the property. On December 23, 2003, an inspection was made regarding the complaint and the following conditions were observed which are in violation of the California Health and Safety Code, Section 17920.3 (b) 7; which poses health and safety hazards to the occupants and render the dwelling substandard. This letter is your thirty (30) day warning letter to correct or abate the following violation: Any building or portion thereof including any dwelling unit, guest room or suite of rooms, or the premises on which the same is located, in which there exists any of the following listed conditions to an extent that endangers the life, limb, health, property, safety, or welfare of the public or the occupants thereof shall be deemed and hereby is declared to be a substandard building: 1. Roof leaking due to faulty deteriorated roof material and ceiling falling down due to leaking roof. At the time the above -referenced property becomes vacant, it shall not be occupied until all violations are corrected. g It is the County's goal to obtain voluntary compliance with the California Health and Safety Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. A re -inspection will be made to determine compliance. If voluntary compliance with this notice is not accomplished by correction of the above -referenced violations, enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Joseph A. Sigfrid January 6, 2004, Page 2 - Upon conviction and per Section 41-7 of the Butte County Code, violators may be fined and a Notice of Violation may be recorded which include a description of the action necessary to correct the violation. Furthermore, failure to comply will result in'the Franchise Tax Board being notified of your non-compliance. You will then be prevented from claiming state tax deductions for taxes, depreciation, amortization, or interest expenses connected with the property as long as it remains substandard. This notice is given to you pursuant to Section 24436.5 of the California Revenue and Taxation Code. To comply with the California Health and Safety Code, Section 17920.3 (b) 7; you must obtain all required permits for repairs from the Butte County Department of Development Services, Building Division, 7 County Center Drive, Oroville, California. You have thirty (30) days to voluntary comply with the above -referenced directions. Should you have any questions concerning this matter, please contact me at 538-7601 Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Gary Brown Lead Code Enforcement Officer GB:pa cc: Department of Development Services, Code Enforcement d - RESIDENTIAL r 026-05-0-051 92-0013 SIGFRID, JOE ;' CONTR: ARNOLD, GARY 4&.TANLEY, OROV;'I LLE MH UTIL I 0-P L.GlVcoi-ro s 4,6 -c- _s _ l�'a�erMo w Pnr OFFICE COPY t Address GAS Date Meter BY _[®= ELECTRIC D Meter By JOB FINALE (Date Signature t 1 J=OK j O = Not OK Not Applicable - MOBILE HOMES Date DBILE HOME UTILITIES Plans OK except #'s • 1. Zoning Requirements -Setbacks -Easements Soils; Special MH Support Sketch 333. Sewer; Location -Test -Fall -C/O Concrete jet Water; Location -Test -Easement Needed,(Sketch) 5. Electricity; Location-Clearences-Grnd mp-Concrete Gas; tion -Test -Wrap: / /"L"ft. at. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Dat _ , and B-1 Date Card B-1 Date and B-1 Date Card B-1 Date MOBItE HOME INSTALLATION (Plans) OK except #'s o g Requirements -Setbacks Easements Footin ; Size -Spacing -Marriage Line , MH Test-Demand-Valve—Connectdr Electricity; MH Test -Crossovers -Breakers -Clearances ra n;'MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector L7,Alet2r and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged J,Sits; Insp.-Sketch ert. of Occupancy Date and B-1 Dat rd B - Date . Card B-1 Date Card B-1 MISCELLANEOUS i' Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK egtept #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; SIIs-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 `1 Date Card B-1 Date Card B-1 f <:a J=OK -- O = Not OK = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date UNIiERFLOOR (Plans) OK except k's "'1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-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/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 tt'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 k's 22. Fixture & Transformer Clearance -Ins. Protection ---- - - - ------------ ---- - - ------ 23. Elec.-Recept-acles 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 w/Mech. Fastners-Bond Gas & Water - - - -------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------------- 28. Subfeed Wire Size/ r ga. Cu or AI-A.C. Wire Size/ / ga. Cu or AI 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or AI. 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 a's 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust -above 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 -t Date Card -B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4 s 39. Sils. 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 -Stairs -Chases -Tub ------ ---- ------------------------------------ 44. Headers & Beam -Size & Bearing Nva; Date • FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Clny'Joist- Rftr. ties-Purlin-root 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. Ext. Doors -One 3' -Check Garage -3rd 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 ---------- Card B-1 _ Date Date Card B-1 Date Card -B-1, Card B-1 Date FINAL (Plans) OK except rf's _ 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector •-------------------------- - 63. Furnace: Vents -Clearance -Cor -ib. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection --------- -------------- 64. Bedroom Exiting --------------------------- -- 65.- G.F.I. & Bath Fixtures & Tub Access -Spa ---------------------------- 66. Elec_ Trim -& Subpanel_Breaker Sizes & Labels ----------------- 67. Stairs & 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-Mech. Protection ----------------- 75. Plb__Elec_ & Mech_Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection --------------- 77. -------------77. Insulation -Foam -Looked in Attic ❑ Yes ------------------ ------------ ___ --------- 78.-Guard-Rails & Deck -Const ruct ic n -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters -0 -Yes ❑ No ----------------- --- 81. Stucco: Brown -Finish ------------------------- - - 82. A.C. Unit: 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. Ventilation Throughout House -------------------- 87. Glass Protection - - ----- -------- 88. Corrections from Previous Inspections ----------------------..-------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------------- Ener9YCom li----P ----- ------ 91. ance Certificate -Other Certificates ------ ------------------------------- Date -----------------------------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 PUBLIC WORKS `f 1469 Humboldt Road, Chico, CA -'(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Nf IPERMITAO. 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 is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas act this office immediately. w '� - ✓ t kA Z �� t .t y Date 9 Inspector REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7.541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 51� f'►ntt 9 2 — �d /y OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 1M .f✓1 (c e - 5 �(L/Mle//0viat-c 'lip c -r—' na 5 i 41-1-- 1-/ "c i r✓ nn I l' 6w.ao( 4 r -tt'C T -<006U 0-� rtof< w cod v,OW G,ov�vcrc r.( �oN SO�I,�c �nocl<Gv-%S It Pc` dr,5 s c 4 rA , y- e '/ C' — Date - Z Inspector REV 11/91 "+e COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE -cvk5p/ ERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or neeeedd additional explanation, please con act this office immediately. tv� N:!!(LOC- / o/N --C VII O Conn Cel � I/I17� (; 0 ,D&,!—;, S A"9G -/-jW - F Date Ins MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 PERMIT NO. Address or location of mobilehomer1;;42 / > /°l// 10 Owner's name s / of (5;- Ice 1-n Owner's address Insignia or hud number �l Jf�� Manufacturer's name & uy Serial number of V.1--? W6Year of manufactur Y (Of icial Approving Installation) (Date) IF.THE'MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. x'' 513B White - Owner, Yellow - Installer, Pink - D.P.W. x COUNTY OF BUTTE •• DEPARTMENT OF PUBLIC WORKS 7 Cgunty Center Drive - Oroville, California 96985 - Telephone: 918,'538.7541 APPLICATION AND PERMIT 20N PERMLT-NO- - '-, t ss R N BUILDING PERMIT 026-050-051 ARMH 1 rWNE--R SIGFRID TELEPHONEJOE 533-9364 R'S MAILING ADDRESS P.O. BOX 322 PALERMO CONTRACTOR'S NAME TELEPHONE GARY ARNOLD Temporary service CONTRACTOR'S MAILING ADDRESS OROVILLE _ CONSTRUCTION LENDER UNKNOWN NONE LENDER'S MAILING ADDRESS wo.-w—PrT OR F_NGINEER ILICENSE NO. TECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS LOT NO. I SUBDIVISION NAME I PARCEL MAP USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeA Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ InstallationU Other ❑ Describe work: MH I (500 SQ FT MIN i W lf_'4_/ c—n f1 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. (cense .Jo. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgments costs, and expenses which may in any way accrue against ounty in c sequenc f the ranting of this permit. Date Z^ J ~ �✓ $(gnat a of Applicant — nc Contractor ❑ Agent ❑ An OSHA permit is required fore covations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. 103599 nru-nn_­P�I CANT S0. FT. I OCC. I BUILDING V Fireplace Total Valuation $ Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S J G JW Permit Fee Contractor ELECTRICAL PERMIT 600 OR LESS Main service 200A OR LESS Main service 20GATO t000A> NEW CONST./ DWELLING OCCUP.&) OR ADDNS. ( ACC. BLDGS. TION 15.00 Filing Fee 18.50 37.50 3.64 sq.ft. @ 5.00 15.00 (POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 AI76d FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.1 EA. I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cool i ng Hood 6.50 Ventilation Permit Fee $ Contractor Mobile Home Installation Fee S 70.00 Energy Inspection Fee $ OCC CONST TYPE TOTAL F $ 105.00 HA2 D FEE IMP F CDF I PARCEL PD HD ISSUE der the applicable provi- This permit is herebygyCo sions of the B to Coor resolutions to do a d abovh es have been paidpI TOWORKS ZoLlate��6 EXPIRES Date AP fir`• / OWNER PERMIT'.# PSI UT IL. CLEARAN E DATE INSPECTOR ELECTRIC GAS Support Compaction Struc. Test eq. Service Size Other Load Pipe Type Size Len th YES NO YESI NO 1 6 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541. MOBILEHOME INSTALLATION SHEET '1. Owner's Name: V 2. Installer's Name: le - 3. e3. Is the site currently under permit? Yesa No 4. 5. (If yes, furnish permit number Is the site an existing site? Yes F1 _) OR No F] (If yes, furnish two plot plans.) .r Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes FX] No (If no, clarify What is the mobilehome electrical rating? --------------- /00 Amps 6. .What is the mobilehome site service rating? ------------- o2D O Amps 7. What is themobilehome site circuit breaker rating? ----- Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- - Yes a No (If yes, identify the load and size: WP (Load) c� Q (Amps) 9. What is the mobilehome site gas pipe size? -------------- 10. What is the type of gas service? ------------------- Natural a 11. What is the gas pipe length from meter or tank to the _ (in.) LPG 17 mobilehome?--------------------------------------------- Cel (ft.) * 12. What is the mobilehome gas demand? ---------------------- (BTU) *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) 00l -% BUTTE CO NTY BUILDING DEPARTMENT APPROVED CF► �� 06 �/sAx MOBILEHOME SUPPORT DATA j� / If other than single wide, /l Mobilehome Mfr. (� �e n i) ron k furnish Setup Model No. Year Width �� (ft.) Box Length(ft.) Tagalong or Expando Size ft. x, ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) Z1. Wood -pressure treated or foundation grade. 2. Other (specify) SUPPORTS (check one)y1. Concrete block. 1:12. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE NULT1-WIDE Line 1 _ _ _ Main Beams Line 2 �. _ _ _ _ _ _ line 1_i Line 2 Line li7 Line 2 _ — — — — Main Beams Lane 2 Tag or Triple Line 1 Piers: Ltne 1 OoeninRa: Size -Min. ------------ Size -Min. ------------------ , Spacing -Max. --------- , Each Side of Openings From Ends -Max.------- '_ " With Width Over --------- " Line 2 Piers: Size-Min.------------ Spacing-Max - -----------Spacing-Max.---------From Ends -Max .------- Line 3 Roof Loads: Size -Min .------------ Location'(From Front) Line 3 Piers: (Under Bearing Wall Only) Size -Min.------------------ ,I „ Spacing -Max .--------------- From Enda-Max.------------- �_ n Size -Min .------------ 'k Spacing -Max.--------- From Ends -Max .------- e 5 Piers: (Under Bearing Walls Only). Size -Min ------------------- 'k Spacing -Max------ From Ends -Max .------------- Line 5 Roof Loads: - Size -Min - --- ---- ----- - Location (From Front), !' Robert C. Brooks, RCE 15140 3778 Hilldale Avenue 4 Oroville, California 95966 January 17, 1991 Butte County Building Department 7 County Center Drive Oroville,- California 95965 Gentlemen: Mr. Joe Sigfrid has applied for a building permit -on -his , parcel, 'AP;;26'=05-51, also shown as Parcel 2 on Parcel Map 89/65. This is located on the east side of Lincoln Boulevard, and on the south side of Wyman Ravine. From the Flood Insurance Rate Map in the Department of Public -Works this is in Zone A, for which flood elevations are not given, but just across Lincoln Boulevard to the west: an elevation of 173' is given. The centerline elevation of Lincoln Boulevard "at this location is 172.1'. I take the 100 year "flood,elevation-..at, the site to* be .17V andhaveset'and marked a Temporary Bench Mark (RR spike in a 16" pine _stump.,,8'. from the _NE corner of the mobilehome. location) -f at elevation 172.25` at the site. Datum is from Butte County Benchmark No.' 1229, a brasscap in the NE abutment of bridge over Wyman Ravine at Lincoln. Boulevard. (USGS Datum) If any more information is needed, please et -me know. Very truly yours, cc Mr. Joe Sigfrid J4— t•�.�r�'�Y���iT°� AT�V�`f�111��}iHO�T�Mfw�Y.�:'� _i 7i wLS{���. N �7��-����~^1'�T� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER i A. P. No. Proposed Building Use M �-� '�.. Building Inspector ls�z Date t Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. Vk8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid 13. (9.12-1-�r ��— School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner 0,'Mail to owner ❑) ..... 1 - C7 I 24. Recorded copy of Agricultural Acknowledgment Statement ......... 027Letter of signature authorization ....... , , , , 26. es - -�1'_. C,- -7 . When you issue the permit, process as follows: Mail to ner. Mail to contractor. ✓Telep one 1.93- 936�nd hold for pickup at office. Deliver w/inspector. Other Applicant Date 1 -3 - Copy —3 -Copy of Hdz-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 iss c Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ' F � "1 Contractor, designer, caner as advised of above required data by_Z-phone--nail—counter by--4:96..date Contractor, designer, owner, was advised of above required data by —phone _maII—counter b date Plans checked by Date Plans approved by� Date S Sets of plans on hold in File cabinet AP folder Copy—DPW a COUNTY OF BUTTE : DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller California 95965 - Telephone: 516.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - �a2�o -05U—p5f ZON,I�1 G /t/<J % BUILDING PERMIT OWNER. TELEPHONE 533 36 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Po b0YG a? 2 er�v+o C ONTR ACR'S�NAM ,A'o1� TELEPHONE CONTRACTOR'S MAILINGADDRESS oeo3� ()g Fireplace CONSTRUCTION LENDER N1>Aif' UNKNOWN Total Valuation is Filin Fee g $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater I 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFU Duplex[] MobilehomqJR Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 Mobile Home S I G I IN 1 6 15.00 TYPE OF WORK ,� New! Addition U Remodel ❑ Uti lities [:1Instal lation,l Ot er ❑ Describe work: .,-CSD Ci G2 1: \ AA/ IJ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 - Main service 600VORLESS 200A OR LESS 1$,50 Main service 20CATO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .Jo. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) E] I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.&\ OR ADDNS. ( ACC. BLDGS. // 3.64sq.ft. NEW CONSTR.ULTI-OUTLET NON-RESID BRANCH CIRC ITS 5.00 (POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 760 R Ex. Occup. OUTLETS FIXED (RESID )REA.) 1 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 1 15.00 Heating Cooling I Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant - Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee $ Q 0 Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ - — - HAZ rFEES I IMP I FLOOD CDF PARCEL Po I HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. /d-3-50/2 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: _ An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and mater i is for construction of the proposed property improvement (yes or no) 2. I (have/have not) / signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. iI plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: \ Property Owner Social Security Num er Date 3 — q Z NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. a COUNTY OF BUTTE_- DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE _ OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER A.P. NO. _ CS S 1 PROPOSED BUILDING USE / V 1 {� DATE 3 REC. # DATE REC School Distric Fees (paid at District Office) ...... :d--2. Sheriff Fees (paid at Building.Department) Residential .......... _X �6Cr$ (bo unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential_(per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation'District Fees (paid at.District Office) ..... 5. Drainage .District Fees (Contact Land Development) „ ....................... I f Vf 3 6 -�PZ 6: Other 7. 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 ( 3 —9/ rl• r-'^•.. "1+.r'. ..f. v....••,y..•+,:�v 9.. h^�.G r'. `,f'F�'ti"'.' "'<'Trgk:.+'.""�:Y i`•:i+'e.r.,.p�I;"i' '��r-��yy..Ttl k'�: r^!"�•%.'*Ylr•-1�'w-s.�nw,.^«•r ^iwK�f^�tl`K`r!'r .,''vt 'H!•• i.R.. �^%` n .r ^.Y.•.r..r` ✓ . 1 :-y BUTT9`COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM 016 - 0',5-0 ` 04-1 (One -Form per Building) A.P. Number., Building Department No. oc School District d f-0 - City D County rV1 Jurisdiction Property Owner :D70 e Project Location/Address �//�%��/1% �I�U (S .� ��/U/e Subdivision Lot Number Residential Development: a OOUW.CW-•1:1 Sq. Footage B(�LDINGD # of Living MHI Addition (Group R) Units. JAN -3':l 1992 Commercial/Industrial: Buil ing Departnt DSq. Footage New Addition (Including Exterior Roofed Areas) epresentative Date (Flpor' Plans. reviewed by School,, pint ict,rPersonnel).,r .<. .. District' _ Id No.'r l w School District certifies that 'G (A licantNa e) (Rhone Number A I A1,(S reet Ad r ss) ( City) ( State) ( Zip Code) � has complied with the requirements of Resolution No. ,( d by_ the ,;,payment 'of $ 6 representing /OC square feet. School District Representative Date PAID BY CHECK Nb., (D BANK NO 7 aC PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) 7 6 -u I 5 M14LA '13 -�,APV ON P ME z44)Zie7s 44)jiss MIN '43 4 Op')AC, {::I'_ TM; IWAV A& I C�OJUNMMO 13UILDING DEPT +H992 APPROVED 2(o-050 Environmental ■Location of stnictures .�# -�r� _.� ..� 7 Vol R oil z Cet 01 i :7.1 014 1 WV I k M S 10,10—IT-Iff 7 6 -u I 5 M14LA '13 -�,APV -•rft.F.IJt1 . . , p j" • r +ef f+O Qnf�•W! � ai ��y, .. -•rft.F.IJt1 . . , FEMA FI..00D PROGRAM 0BILEHOMES-;IN4F-00D ZONES Mobilehomes located within flood zones will: 01) Have .finished _floor -elevation -above -the -100-year flood---elevafion ) ((2) Have electrical_ heating,-ventilation, .plumbing_and_-air- conditioning, j equiptment-and other service facilities designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding. ,�(3)—Be anchored--to"prevent-.flotation, collapse or -lateral movement due to -flood ng'as-follows_: A. FLOOD- ZONES A & 0 (1) By providing an anchoring' system designed to withstand horizontal forces -of 15 psf and uplift forces of 9 psf; or (2) By an of system by a Department of Housing approved method (manufacturer approved wind tie downs). B. FLOOD ZONES AE & AH (1) By anchoring system to a permanent foundation. • f JFG:ds - J. lander Qf�eef Building Inspector Butte County Dept. of Public Works 5UTTE COUN I Y 6UILDING DF-PARTKNI t , . APPROVED, • Robert C. Brooks, RCE 15140 f 3778 Hilldale Avenue / Oroville, California 95966 January 17, 1991 tzi✓ Butte County Building Department 7 County Center Drive Oroville, California 95965 Gentlemen: Mr. Joe Sigfrid has applied for a building permit on his parcel, fAP 26 05 51 ;"also shown as Parcel 2 on Parcel Map 89/65. This is located on the east side of Lincoln Boulevard, and on the south side of Wyman Ravine. From the Flood Insurance Rate Map in the Department of Public Works this is in Zone A, for which flood elevations are not given, but just across Lincoln Boulevard to the west= an elevafion of 173' is given. The centerline elevation of Lincoln Boulevard at this location is 172.1'. �--� . ;,p .-r ,--..... w -7 . �^ �. I tam k� a the 100 year flo6'dcelevat on t; the site�to 1'e 173' and have set and marked a Temporary" Bench Mark ' (RR ,spike- in 116'p e stump"8' 'f the NE�corner�of the mobi-lehome'locat on at elevation 1t72_.251' at the site. Datum is from Butte County ' dl-. Lit: Ord Y -t -0.P Benchmark- No -.,7J1229, a brasscap in the NE abutment of bridge over Wyman Ravine, at, -Lincoln Boulevard. ('USGS Dafum) Ii any more information is needed, p"ieas..... 'me know. cc Mr. Joe Sigfrid Very truly yours, W11TE COUNTY 3UILDING DEPARTMENT APPROVED 7 'e ♦ r ^� Ct }� .e COeuoOUM i FEB 0 6 1992 COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Call.fornla'95965 - Telephone: 916/538-7541 AP,PLICATION'AND PERMIT PERMIT NO. AS ESSOR PARCEL NUMBER 026-050-051 ZONING ARMH 1 / BUILDING PER OWNER JOE SIGFRID TELEPHONE 533-9364 SO. FT. OCC. BUILDING VA N OWNER'S MAILING ADDRESS P.O. BOX 322 PALERMO ` CONTRACTOR'S NAME GARY ARNOLD TELEPHONE ' CONTRACTOR'S MAILING ADDRESS OROVILLE Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ 20,00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESSO ` Permit tee $ W.OO PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP ?Y— d 4 Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 ^' Mobile Home @ 15.001 45.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities[] Installation❑ Other ❑ Describe work: MH U 1 'RDRM _ Permit Fee $ 60,00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 Main service 200A TO 1000A) CONTRACTORS LICENSE LAW I declare under penalty er ur p y of perjury y (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract-Mobileo ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM OR ADDNS, l ACC. BLDGS. II _37.50 3.64 sq.ft. f NEW CONSTR "'ULT' -OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS & (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d FIXED APLNS. Ex. Occup. OUTLETS PIRESID IREA.) I .3.00 Temporary service 15.00 Home Facilities 15.00 1 5 -nn Misc.Iyi g 15.00 Permit Fee $ 48.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments Costs, and expenses which may in any way accrue against s ounty in c segmence the nting of this permit. e c� X �' Date �- �— ! 2 Signal a of Applicant — Oryexr Contractor ❑ Agent ❑ An OSHA of structuresmit is Squired for hefght ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE E $ TOTAL128.5Q HAz DFEES IMP `^ FL COF PAR L PD HD ISSW This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees BY ���=UBLIC PER T XPIRES Date applicable provi- � resolutions to do have been aid. WORKS p Dat4-7 2 2— pZ,�_'F ^� Receipt No. 1tL,35QA WNITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT PIK COUNTY OFBWl[T` OE���l[�LT �.��VV�����-�0|��|�G�Y��|�|QN �� - _ - rooO�rvoswrsnon/vs' /ponw�^ooma �s�sp*ow�o1oaox�s 1 ^ �' - PERMIT APPLICATI.ON "'DATA SHEET Permit No.— OWNER 0 - Proposed Building Use Building Insl5ec-tor Date At time of permif application,' I was advised the followin data mu N st be submitted prior to permit processing and/or issuance. 2. Plot plans in duplicate/42rji:cX4, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans 4. Complete engineered plans and calcs, with wet signature on plans 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to 'plan check) 9. Mobilehome installation data including Tanufacturer's installation 4. Sanitation approval from Q IZO U,'� Health Department 16. Plot plan and business license approval from City of (see City for other requirements) —.17. Planning approval for (A) Use:—(B) Parking: . ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction 'a'pp'roval required prior to occupancy) 7- 3- 11 20. Pre -Inspection for required ... Pre-Inspec. request to - Building inspector (Date) A0 2 1. Contractor's license information (No., Name Style, Classificati 0 n) 3. Owner -Builder Verification (Given to owner 0, Mail to owner 11) ..... /Z 7 24. Recorded copy of Agricultural Acknowledgment Staterrfent ......... IZZ ZZ �Z' 26. When you issue the permit, ---- -- follows: �oi| t owner. —Mc�fl| tocontractorn;] Telephone hold for pickup office. -_--_-__Oe|iverw/inmpeotoc Otho Applicant Copy of Hlaz-Mat form sent —Health Dept. F1�6 Dept. -----Air Pollution Date ' ^~p,"'p'"^°°="` ------Health Dept. _--_--rxeuep,. -----_utnor__----_ UuUe_--__--' By— . The following data must 'be submitted prior to peKjTii� rtsupnce: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ETTEZ Contractor, designer, owner, was uuv/,-eumabove required data uv---nxvne_-_pa/|—counter uv ----_date ' Contractor, designer, owner, �vmnadvised mabove required data by —phone|/—counter Plans checkedpby Date Plans approved by :/��nate —Setsof p|ona on ho|d i |e abi t —APfolder Copy -DPW �A TO Building Department FROM: Environmental Health y u. SUBJECT: Sanitation Clearance ; p rd C4 Lt Ofter Location APV Plan Approved for: Hold final for: Sewaqe Disposal _ Water Supply � Water Supply ^anal clearance O.K. for: Water Supply Clearance for bedroom mobil home. Other NOTE** SanitariDate an .r' A'. :i1 . TO a Buildinv Department FROM: ' Environmental Health SUBJECT: Sanitation Clearance 57q',, Owner Location AP# Plan Approved for: Hold final for: ^anal clearance O.R. for: Sewage Disposal ✓ Water Supply +.,_ Clearance for �_ bedroom mobile home. Other Water Supply Water Supply NOTS* * * API- riLDINQ OUTTB rIV J �-___07Date ISian-tari COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Telephone: 516.`538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMB R.0pi) ^ �� 5EJTELEP ZONI � g BUILDING PERMIT OWNER � 533 .9' 6 SO, FT. OCC. BUILDING VALUATION OWNER' AILI ADDRESS � 0 3� _ A t CONTRACTOR'S NAME 41- r /V (S TELEPHONE CONTRACTOR'S MAILING ADDRESS OP�v67 Fireplace CONSTRUCTION LENDER /VDii/-e- UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $� Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ O 0 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehomea& Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 Mobile Home @ 15.00 J TYPE OF WORK New_ Additionnn^U// Re'm/odel❑ Utilities Installation❑ Other ❑ Describe work:- l�Lt�' V i �2 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO t000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �—I I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Lj I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUPM OR ACDNS. ACC. BLDGS. // 3.6Qsq.ft. NEW CONSTFL UL I.OUTLET NO N.RESID BRANCH CIRCUITS ^ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 2 764 AL 4F;0 EX. Occup. OUTLETS IIRESID )REA./ I 3.00 Temporary service 15.00 Mobile Home Facilities /5. 15.00Misc. Wiring g 15.00 Permit Fee $ jS — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, .you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Coolin g Hood 6.50 Ventilation permit Fee $ Contractor I I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant – Owner 9 PP ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- Ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ HAz 1 DFEES I IMP I FLOOD COF PARCEL PO HO ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 1�3�� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section requires prior to 32-02336 26-8.1 of the Butte County a d'e' this acknowledgement be, recorded -- issuance of a building Dermit. 1 9�-00336 1 Rec Fee I Cash The property described herein is ad jacent Recorded 1 to land or included within an, area zoned Official Records for agricultural purposes, and residents County of 1 of this property may be subject to incon- I Butte But veniences or discomfort arising from the Candace t Grubbs 1 use of agricultural chemicals, including, corder but not limited to herbicides, pesticides, g;OlRecorder 21-Jan-92 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. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. PUBL CD 5.00 5.00 1 Butte County has established.agricul- agricultural purposes, and residents prepared to accept such inconvenience All Shat .r-.edl..property..`situate in the County of Butte, State of California, described as follows: PARCEL 2, as shown on that certain Parcel Map being.- a portion of .tie N.W. 114 Section s, iawnship 18 North, Range 4 East, M.D.M., filed in the office of the Recorder, County of -Butte, State of California, on October 12, 1°82 in Book 89 of Parcel Maes, at pa -e 65 Date: _ I - a _J 05--p Si GFRID PROPERTY OWNERS: State of �/"T ) On this the Plat day of 19 9�, before me, the SS. undersigned Notary Public, personall appeared County of k: U-lTe) n A P OfFiCIAL $EAL • '"'" CAROLYN 0. ENGELHARDTPersonally known to me. Proved to me on the basis Notay E CcMarNe of satisfactory evidence. UNrf MV Col MOM es to 1/ be the person(s) whose name(s) e0 As 19.1904 subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Z6 " 0 5-6 0S l a CE�U"-. �2 k, Ltli,A01 JAS JA10340 TOVAHBOA3 .0 W,0101,11 tou rat*Arzo V�,!A f St UAAA Qatalr 79tr APPkOl BP -- -- ` FILE COPY