Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-280-109
COMPLAINT TO INSPECTOR CODE ENFORCEMENT 302DAY VIOLATION LETTER 21 W 10 -DAY VIOLATION LETTER l — "CO DE'ENFORCEMENT OFFICER ABATEDOR CLOSED AP 40-2$-�' LESLEY COLE 7 w/s Goodspeed Ave., 1 block S. of Serviss St., Durham ' Permit# 1944--7,,5P,�E-(til. , MH) / - ELEC.C9 GAS 6 _ ,- SUPPORT ST R CRAE RDS, COMPACTION TEST REQ. Permit 2017-75 MHI 'y0'.�ir-1 L S i. EONTR: Kentwood MH Sal s, Chico �.(�'1 ISSUED f — A 40 -28-q ;ERIRDA HART --MARTIN-- ..... ,9156 Holland Avenue, Durh PermitY3417-86B,P,E,I. (new si ) 1 - 40 -28 -8J -3d -- Permit Y'87`3 -8_7B ( ue for 3417-86/SF) 040-280-109 --•------ SMITH, EVE 06-0939 9156 Y'8 3--87B DURHAM Cont: > AG BLDG x.040-280-109 06-1309 aSMITH, EVELYN- - 9156 HOLLAND AVE, DURHANL Cont: OWNER METAL BUILDING\� 3.11 0 B07-1422 040-280-109 MISCELLANEOUS Remodel GARAGE CONVERSION TO RESIDEN 9156 HOLLAND AVE SMITH, EVELYN �'�C I , AP 40-2$-�' LESLEY COLE 7 w/s Goodspeed Ave., 1 block S. of Serviss St., Durham ' Permit# 1944--7,,5P,�E-(til. , MH) / - ELEC.C9 GAS 6 _ ,- SUPPORT ST R CRAE RDS, COMPACTION TEST REQ. Permit 2017-75 MHI 'y0'.�ir-1 L S i. EONTR: Kentwood MH Sal s, Chico �.(�'1 ISSUED f — A 40 -28-q ;ERIRDA HART --MARTIN-- ..... ,9156 Holland Avenue, Durh PermitY3417-86B,P,E,I. (new si ) 1 - 40 -28 -8J -3d -- Permit Y'87`3 -8_7B ( ue for 3417-86/SF) 040-280-109 --•------ SMITH, EVE 06-0939 9156 Y'8 3--87B DURHAM Cont: > AG BLDG x.040-280-109 06-1309 aSMITH, EVELYN- - 9156 HOLLAND AVE, DURHANL Cont: OWNER METAL BUILDING\� 3.11 0 B07-1422 040-280-109 MISCELLANEOUS Remodel GARAGE CONVERSION TO RESIDEN 9156 HOLLAND AVE SMITH, EVELYN �'�C I R�M� 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: 9156 HOLLAND AVE Owner: Permit No: B07-1422 APN: 040-280-109 SMITH, EVELYN Issued Date: 08/02/2007 By TMP Permit type: MISCELLANEOUS 9156 HOLLAND AVE Subtype: Remodel DURHAM, CA 95938 Expiration Date: 08/01/2008 Description: GARAGE CONVERSION TO RESM (530) 895-8840 Occupancy: Zoning: Contractor Applicant: Square Footage: SMITH, EVELYN Building Garage Remdl/Addn 9156 HOLLAND AVE 400 DURHAM, CA 95938 Other Porch/Patio Total (530)895-8840 400 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Remodel -Residential $759.87 Total Charged: $835.57 Fees Paid: $835.57 Balance Due: $0.00 Receipt No: B3714 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 Contractors 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 08/02/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date 111, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors 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 Contractors License Law.). Cartier: Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: �I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 08/02/2007 compensation provisions of Section 3700 of the or Code, I shall forthwith comply with those Owners Signature Date provisions. 08/02/2007 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 injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the pro arty owners behalf. I gTZ7 08/02/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permitted [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ® Owner ❑ Contractor OR; E]Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Nameirst M � h Name Cv2 Mailing Address QlLdipGtr City 0tate Zipc�SC ZipC�s Pho � _ Fax S� %Kc E-mail ride k/ � wqk rl t7 ca y APPLICANT INFORMATION CONTRACTOR Name City Address Zipc�SC City Fax b.i�n State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zipc�SC City Fax b.i�n State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Addres City State Zipc�SC Phone �u Fax b.i�n E-mail � Q n • `� Y �` _ APPLICANT SIGNATURE X PERMIT NO. ' r;0 BIN # PROJECT LOCATION Al C)LA0 _Z 6 -I Property Address City C.G C- 5CCW 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: CAR Sq FT- Living Garage Open L v ET' Structure Built without Permits 7 ❑ Proposed Change of Occupancy (Note previous use): �f BUTTE COUNTY FEE SUMMARY Printed: 6/29/2007 7 County Center Drive 11:27 am Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1422 Job Address: 9156 HOLLAND AVE Contractor: Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 6/29/2007 $75.70 DBMSC Remodel -Residential 0010-440001-4210500-1010 $759.87 6/29/2007 $759.87 Printed By: Gwyn Benedict 835.57 $835.57 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 t plan checking process. Signature: Date: 6/29/2007 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). r Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION 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 P O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT (YES R NO) 2. I (HAVE/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. � e G 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (IRK TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: GARAGE CONVERSION TO RESIDENTIAL Reference Number: B07-1422 Applicant Name: SMITH, EVELYN Owner's Name: SMITH, EVELYN AP 4 Signature of Property Owner: Date: 040-280-109 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 0 0 O O 0 arc vv 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: B07-1422 Date: 6/29/2007 Location: 9156 HOLLAND AVE By: GLB Parcel Number: 040-280-109 Sub Type: Remodel Owner Name: SMITH, EVELYN Phone: (530) 895-8840 Description: GARAGE CONVERSION TO RESIDENTIAL 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 witli 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: n W Y, 'e 'FILE r Date: 6/29/2007 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District1 A Y IQ 00 IRK) I t (� Building Department No. Tax Rate Area No. A.P. Number n40,ar n-9 Jurisdiction: City County Property Owner Property Location/Address Subdivision Residential Development = No of Living Mobile Home Units Installation Commercial/Industrial Q New Addition Lot No. .....-............................................................................................ 0 Addition/ 'Supplemental to Conversion Permit # *(No foundation inspection) i ................................................._........... x)-70 - 50-a Sq. Footage 4 0-0 (Group R) Cr. Demo - ( ) existing sq. ft. see attached Net total sq. ft. 40z) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) �- Date District Identification No. aro- P� 'A I M School District certifies that A ,A .. 1 A V J (Payor) (t -none Number) has complied with the requirements of Resolution No. A �e , �J by payment of $ representing square feet. B 2926 $ I FULL MITIGATION $ Schen istrict Rep ese t vve DateI Paid by Check # A Remarks: I LI Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dm7 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM Q FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) O CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) a-UURHAM RECREATION AND PARK DISTRICT (DRPD) --55'-30 Assessor Parcel Number (s) 0 46 ' P -SO Oq Building Pen -nit Number Property Owner (s) Project Location /P Subdivision Name Assessable Sq. Ftge :.L4� ► Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) t-"IN--on-Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) �verified by Building Department Comments: Ir CbYl ve r I U '�,�/ n ► Ruildinv nartment a resentative Date 0 FRRPD ❑ CARD 0 PUD V DRPD certifies that: ,► Applicant Name Mailing Address -ID- 6 -6 Phone Number City A State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Remarks: Dwelling Units @ $ Square Feet @ $ _ per unit for a total of $ per sq foot for a total of $ Paid by Check No: _ Paid by Cash: Receipt No: Recreation and P9k District Represen6tive �'-�' Date 210 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.riet/dds NOTICE TO BUILDERS Before your building permit can be issued, -your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. - As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1422 Location: 9156 HOLLAND AVE Parcel Number: 040-280-109 Date: 6/29/2007 Owner Name: SMITH, EVELYN . Phone: (530) 895-8840 Description: GARAGE CONVERSION TO RESIDENTIAL Signature of Property Owner: Date: 6/29/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1422 Date: 6/29/2007 Location: 9156 HOLLAND AVE By: GLB Parcel Number: 040-280-109 Sub Type: Remodel Owner Name: SMITH, EVELYN Phone: (530) 895-8840 Description: GARAGE CONVERSION TO RESIDENTIAL • �- 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 • �- `T," Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 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 El' lyr rPUWfied School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road; Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Date: 6/29/2007 FILE CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 P-roject Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 Protect Address........ 9156 Holland Avenue ******* Y Chico, Ca. *v7.30* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 ¢ 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition MICROPAS7 ENERGY USE SUMMARY Energy Use (kTDV/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Building Permit Plan C ec Date Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition MICROPAS7 ENERGY USE SUMMARY Energy Use (kTDV/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 29.79 27.63 2.16 36.68 38.76 =2.08 12.21 12.21 0.00 Total 78.68 78.60 0.08 *** Building complies with Computer Performance *** *** HERS Verification Required for Compliance *** GENERAL INFO HERS Verification...../.. Required Conditioned Floor Area... R7ti sf Building Type .............. Single Family Detached Construction Type ......... Existing+Addition+Alteration Vintage Assumptions ........ 1984-1991 Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 260 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data.Type.......... FullYear Floor Construction Type.... Number of Building Zones... ;j Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... " Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 2 15008 cf 1876 sf . 7.7 % of floor area 1 Btu/hr-sf-F 0.69 8 ft )jl'D 1) 7- 11-1Z2!9_ BUTTE COUNTY BUILDING DIVISICON A RV 7/z-.107 �T CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap HOUSE - Existing Residence 1476 11808 0.79 3.2 Yes Setback 2.0 Standard No ADD - New (Added) Residence 400 3200 0.21 0.0 Yes Setback 2.0 Standard No y OPAQUE SURFACES U- Sheath- Solar Appendix T Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt. Reference Comments HOUSE - Existing 1 Wall Wood 301 0.102 13 0 260 90 Yes IV.9 A3 FRONT 2 Door Other 10 0.500 0 0 260 90 Yes IV.5 A4 FRONT 4 Wall Wood 163 0.102 13 0 350 90 Yes IV.9 A3 LEFT 6 Wall Wood 324 0.102 13 0 80 90 Yes IV.9 A3 BACK 7 Door Other 10 0.500 0 0 80 90 Yes IV.5 A4 BACK' 10 Wall Wood 306 0.102 13 0 170 90 Yes IV.9 A3 RIGHT 16 Roof Wood 1476 0.049 19 0 n/a 0 Yes IV.1 A4 TO ATTIC HOUSE - Deleted 11 Wall Wood 140 0.102 13 0 260 90 No IV.9 A3 TO GARAGE 12 Door Other 20 0.500 0 0 260 90 No IV.5 A4 TO GARAGE ADD - New (Added) 3 Wall Wood . 130 0.102 13 0 260 90 Yes IV.9 A3 FRONT 5 Wall Wood 160 0.102 13 0 350 90 Yes IV.9 A3 LEFT 8 Wall Wood 142 0.102 13 0 80 90 Yes IV.9 A3 BACK .r 9 Door Other 9 0.500 0 0 80 90 Yes IV.5 A4 BACK t 1.7 Roof Wood 400 0.025 38 0 n/a 0 Yes IV.1 A18 TO ATTIC l PERIMETER LOSSES Appendix Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments HOUSE - Existing 13 SlabEdge 153 0.730 R-0 No IV.26 Al SLAB EDGE HOUSE - Deleted 14 SlabEdge 20 0.730 R-0 No IV.26 Al SLAB EDGE ADD - New (Added) 15 SlabEdge 60 0.730 R-0 No IV.26 Al SLAB EDGE .r 4 a �r CER'.IFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM CF -1R User4-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments HOUSE - Existing 1 Wind Front (W) 15.0 1.280 0.800 260 90 Standard FG1 .2 Wind Front (W) 15.0 1.280 0.800 260 90 Standard FG2 3 Door Front (W) 10.0 0.990 0.740 260 90 Standard FG3 4 Wind Front (W)' 9.0 1.280 0.800 260 90 Standard FG4 7 Wind Left (N) 9.0 1.280 0.800 350 90 Standard LG1 8 Wind Back (E) 16.0 1.280 0.800 80 90 Standard BG1 9 Door Back (E) 10.0 0.990 0.740 80 90 Standard BG2 11 Wind Right (S) 18.0 1.280 0.800 170 90 Standard RG1 12 Wind Right (S) 4.0 1.280 0.800 170 90 Standard RG2 ADD - New (Added) 5 Wind Front (W) 15.0 0.350 0.340 260 90 Standard FG1 6 Wind Front (W) 15.0 0.350 0.340 260 90 Standard FG2 10,Door Back (E) 9.0 0.530 0.650 80 90 Standard BG1 SLAB SURFACES Area Slab Type (sf) ,z• HOUSE - Existing Standard Slab 1476 ADD - New (Added) Standard Slab 400 HVAC SYSTEMS Verified Verified Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type Efficiency EER - or TXV Airflow Draw Capacity HOUSE - Existing °t Furnace 0.780 AFUE n/a n/a n/a n/a n/a NoCooling 13.00 SEER No Yes No No No ADD - New (Added) w Furnace 0.780 AFUE n/a n/a n/a n/a n/a NoCooling 13.00 SEER No Yes No No No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** Al r HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) HOUSE - Existing Furnace 41212 n/a n/a n/a NoCooling n/a 25509 30590 n/a �2 ADD - New (Added) Furnace 9394 n/a n/a n/a NoCooling n/a 4977 5968 n/a a Total 50606 30486 36558 n/a Sizing Location............ CHICO EXP STA Winter Outside Design...... 22 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts r HOUSE - Existing Furnace Attic R-2.1 Pre2001 No ' No NoCooling LAttic R-2:1 Pre2001 No No ADD - New (Added) Furnace Attic R-6 Yes No No NoCooling Attic R-6 Yes No No fY SPECIAL FEATURES AND MODELING ASSUMPTIONS **.* Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates HERS verified Duct Leakage. This building does not have a cooling system installed. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** Al r CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Prn-iPrt Title.......... The Smith Garaqe Conv. Date..06/26/07 09:53:15 MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition HERS REQUIRED VERIFICATION *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS All unknown energy values for.the existing residence are taken from Table R3.11, 2005 Residential Manual, Default Assumptions For Existing Buildings - Vintage Table. Additions and alterations typically have special rules for modeling to avoid an undue energy penalty. These modeling assumptions may result in a HERS verification note on the Certificate of Compliance. Such measure(s) are for modeling assumptions only. The general guideline is that when additions and alterations use existing equipment for space conditioning, the existing building zone and the addition zone use current Package D assumptions for the HVAC system to avoid an energy penalty, «r Package D in Zones 2 and 8 - 15 is 13 SEER with verified Refrigerant Charge or TXV. Package D in Zones 1, 3 - 7 and 16 is 13 SEER. Note that existing duct systems being extended less than 40 linear feet into newly conditioned space do not require duct leakage testing. Conditioned square footage is determined by the conditioned footprint of each floor or level. Ceiling height is not used to determine floor area. Additionally, stair areas are counted at each floor or level. - The reference FRONT orientation used in these calculations - may or may not contain the entry door to the dwelling. This in no way affects the accuracy of these calculations. ' Any new wall between conditioned space and crawlspace or tattic shall be insulated to a value of R-19 or greater. Energy Calculation Services has C -HERS raters on staff. If these documents require HERS inspections or testing we are certified to provide these services. Please call 1 (530) 894-8466 for additional information. ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... Bruce Smith Company. Address. 9156 Holland Avenue Durham, Ca.,95938 Phone... 530.895.8840 License. Signed.. �- (date) ENFORCEMENT -AGENCY Name.... Title... Agency.. Phone... Signed. Al", a t e q i8 DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Phone... 530-894-8466 Signed.. amtz,�t�& h_,/ o 2 '(date) ' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Project Title.......... Project Address........ Documentation Author.. Climate Zone........... Compliance Method...... MF -1R Page 1 The Smith Garage Conv. Date..06/26/07 09:53:15 9156 Holland Avenue ******* Chico, Ca., *v7.30* Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 11 Building Permit -79 Plan Check Date Field Check/ Date MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition '.Note: Lowr'ise residential buildings subject to the Standards must contain these .:measures regardless of the compliance approach used. More stringent compliance :.requirements from the Certificate of Compliance supersede the items marked with '9 an asterisk (*). When this checklist is incorporated into the permit documents, „Yr the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES De- En- sign- force- n/a er ment *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor / 150(e): Installation of Fireplaces, Decorative Gas Appliances • and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox / b. Outside air intake with damper and control, flue r damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(g): Vapor barriers mandatory in Climate Zones 14,16 only —T 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch z 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form ri 116-17: Fenestration Products, Exterior Doors and Infiltrations Exfiltration Controls .A 1. -Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints 4 and penetrations caulked and sealed SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 2 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(i): Setback thermostat on all applicable heating and/or cooling systems ✓ 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the ✓ exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A B _ _ or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B / 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A 5. Insulation must be protected from damage, including that eue to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space ✓ 7. Solar water -heating systems/collectors are certified by t–Fie Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, antic — plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands ✓ 4. Exhaust fan systems have back draft or automatic dampers - 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material ✓ 7. Flexible ducts cannot have porous inner cores �- 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light ✓ 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool'system has directional inlets and a circulation pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(i): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high .efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that / does not turn on automatically or have an always on option ✓ 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 4 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 -MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be.high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall - have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) I/ RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Page 1 *Qrn-iprt- Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 : J <7 at MICROPAS7 v7.30 File-07340ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run71876 SF Existing+Addition At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. KITCHEN LIGHTING SCHEDULE High High Ef f i.cacy Efficacy Other Luminaire Type (Yes/No) Watts Quantity Watts Watts x or x = or x = or x = or x = or Total A= B= Complies if A >= B Yes No Rules for Determining Residential Kitchen Luminaire Wattage Screw Base Sockets - Section 130(c) 1 (Not containing permanently installed ballasts) The maximum relamping rated wattage of the luminaire, as listed on a permanent factory -installed label (luminaire wattage is not based on type or wattage of lamp that is used). Permanently or Remotely Installed Ballasts - Section 130(c) 2 The operating input wattage of the rated lamp/ballast combination based on values published in manufacturerts catalogs based on independent testing lab reports. Line Voltage Track Lighting (90 through 480 volts) - Section 130(c) 3 1. Volt-ampere (VA) rating of the branch circuit(s) feeding the tracks; or 2. For tracks equipped with an integral current limiter, the higher of - The wattage (or VA) rating of an approved integral current limiter controlling the track system or - 15 watts per linear foot of the track; or 3. For tracks without an integral current limiter, the higher of - 45 watts per linear foot of the track or - The total wattage of all of the luminaires included in the system. Low Voltage Track Lighting (less than 90 volts) - Section 130(c) 4 Rated wattage of the transformer feeding the system, as shown on a permanent factory -installed label Other Lighting - Section 130(c) 5 (Lighting systems that are not addressed in Sections 130 (c) 1-4) The maximum rated wattage, or operating input wattage of the system, listed on a permanent factoryinstalled label, or published in manufacturer's catalogs, based on independent testing lab reports. HVAC SIZING HVAC Page 1 Project Title.......... The Smith Garage Conv. Date..06/26/07 09:53:15 Project Address........ 9156 Holland Avenue ******* Chico, Ca. *v7.30* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone........... 11 g Compliance.Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 •File-07340ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition GENERAL INFORMATION Building Permit Plan Check Date Fie CE_eER7 Date MICROPAS7 v7.30 •File-07340ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1876 SF Existing+Addition Opaque Conduction and Solar... Glazing Conduction and Solar..... Infiltration .................... Internal Gain .................... Ducts............................ Sensible Load...... .............. Latent Load ...................... 22803 GENERAL INFORMATION 6967 Floor Area.......... ..... 1876 sf 2729 Volume ..................... 15008 cf 12275 Front Orientation.......... Front Facing 260 deg (W) shown are only one of the criteria affecting Sizing Location ............. CHICO EXP STA Latitude. .....:**''*... 39.7 degrees air flow Winter Outside Design...... 22 F outside air, outdoor design temperatures, Winter Inside Design....... 70 F g, Summer Outside Design...... 100 F Ile Summer Inside Design....... 75 F considered. Summer Range............... 37 F all Interior Shading Used...... Yes selecting the HVAC equipment. Exterior Shading Used...... Yes "'- Overhang Shading Used...'... Yes Latent Load Fraction....... 0.19 t HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar... Glazing Conduction and Solar..... Infiltration .................... Internal Gain .................... Ducts............................ Sensible Load...... .............. Latent Load ...................... 22803 8252 6967 9012 8561 2729 n/a 2327 12275 8165 50606 30486 n/a 6073 Minimum Total Load 50606 36558 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, g, availability of equipment, oversizing safety margin, etc., must also be .W� considered. It is the HVAC designer's responsibility to consider all I factors when selecting the HVAC equipment. r Y+ �F HVAC.SIZING HVAC Page 2 Project Title ........... The Smith Garage Conv. Date..06/26/07 09:53:15 HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area......... .............. 1476 sf Volume ........................... 11808 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 17104 6572 Glazing Conduction and Solar..... 6234 7320 Infiltration ...................... 6885 2195 Internal Gain .................... n/a 1991 Ducts ............................ 1_0989 7430 Sensible Load .................... 41212 25509 Latent Load. ...................... n/a 5081 Minimum Zone Load 41212 30590 ZONE 'ADD/N' Floor Area ....................... 400 sf Volume ........................... 3200 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 5699 1679 Glazing Conduction and Solar..... 733 1692 Infiltration ..................... 1675 534 Internal Gain .................... n/a 336 Ducts ............................ 1286 735 Sensible Load .................... 9394 4977 Latent Load ...................... f n/a 991 Minimum. Zone Load 9394 5968 MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift ' 4th Lift 5th Lift 6th Lift ' FIRE WALLS (Occupancy, Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling NOTES 00 I �:r JIM �•� 9 - -tee: a� i r 040-280-109 i 06-1309,' i SMITH, EVELYN i 9156 HOLLAND AVE, DURHAM i Cont: OWNER j METAL BUILDING f .4 i i 1 ' 4 Y ' � i { t JOB FINALED (Date) Signature C, & V=OK O = Not OK - = Not Applicable = Not Reedy Date UNDERFLOOR Plans OK except ft's o ' g-Setbacks-Easemin is- Flood -Slope-Soil Report r4Ct.ncrete-PSI-Cert-SP. ain; Soils-Ufer Ground.-Ftg. Depth owns -Bolts -Straps -Embedment -Hair Pins insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel- e -Placement / 1/- 7. Slab; St -Wrapped-Wire Mesh _ 8. Piers -Steel COMMERCIAL 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except p'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. Sinks -floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except it's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size/ / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meeh. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except ti's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. k. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except p's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed - I'd _Vents-UnderfIt. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN lans) OK except k's *17 Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light k Mech. 68.)Elec. Trim & Subpanel; Breaker Sizes & Labels 69.' Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor o Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection orrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date a-GAI -0Card B-1 f✓ Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .tig '7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �-L\ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is you com feted. If have an "1 p y y questions pertaining to this matter, or need additional .. explanation, please contact the Building Inspector as indicated below. w, o� `d, 6-i= �x Vii• X] • t !i 4•. F yam.: Date � • d Inspector REV 4/05 Phone # •���- � 7/ 'FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional +� explanation, please contact the Building Inspector as indicated below. ti+ 70 eX Pa S&f'% tnn fr--T to L ;= t? ,a Mi n t r l_ \ 4 PROD I m:: X-, fZQuM8/ YG rt tome,-1,>on :Y \ � CSD P('O cl r WJE RF I N F02oCa Coxl cke:7E Date REV 4/05 U R I F l r A'7/CA/ REeCwe 7- W W Inspector C/A L- e6 Al�t� Phone # S 3Q — FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 A&i�Ew_DYMIX LLC Concrete Mix Design C0601FLE203 Strength Compressive: 3,000 psi 2/28/2007 Contractor Brian Henderson Project 9156 Holand Ave - Durham Source of Concrete Mathews ReadyMis LLC Construction Type Slab Placement Pump or Tailgate Weights per Cubic Yard (Saturated, Surface -Dry) Quantity Density Yield, ft3 ASPM C-150 / Type II Cement, lb 451 3.150 2.30 ASTM C-618 / Class "P" Fly Ash, lb 113 2.340 0.77 Water, gal (US) 36.0 1.000 4.81 . 3/8" B q8 PG, lb 500 2.770 2.89 1" x $4 P=K1 lb 1,300 2.670 7.80 Concrete Sand, lb 1,301 2.690 7.75 Micro Air, oz (US) 2.0 1.000 0.00 Total Air, 2.5 t 0.5 0.68 TOTAL 27.00 Water/Cement Ratio, lbs/lb 0.53 Slum, High, in 5.00 Low, in 3.00 _ - Concrete Unit Weight, - - - "' , pc- 146.85 Yield; - 100.0 Prepared by Erik Brown, Quality Control Manager w 1,. 2/28/2007 1 "PR001VINGASO.LW FOL"AnOh- POST OFFICE HEX 749 • MARYSVILLE, CALIFORNIA 95901 • (530)749-6S1S • PAX (530)741.8313 Q.C. LAS 899.9668; VURA CITY 671-2400; CHICO 8913.8836; OROVILLE S34.0860; ANDERSON 365-0191 Z'd 9828-669-OSC UM018VJ3 dL9Z0 LO 8Z qej BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061309 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/07/2006 APN: 040-280-109-000 the Business and Professions Code• and my license is in full force and effect. License Class License Number: Ln : � Site Address: 9156 HOLLAND AVE DUR Map Index: Date: Contractor: Description: DETACHED GARAGE/SHOP(3000) OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SMITH, BRUCE & EVELYN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a COLE ERIS signed statement that he or she Is licensed pursuant to the provisions of 9156 HOLLAND AVE the Contractor's State License Law (Chapter 9 commencing with Section DURHAM, CA 95938 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any (530) 895-8840 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SMITH, BRUCE & EVELYN Code: The Contractors' State License Law does not apply to an COLE ERIS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 9156 HOLLAND AVE provided that such improvements are not intended or offered for DURHAM, CA 95938 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 895-8840 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 33 of the Business and Professions Code Date: q __ LLOwner: G V It �M ►i'Y License#: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain workers' compensation Insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 3000 S.F. Policy Valuation: $72,000.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:L9 � V `e: l J n sry l 1 Applicant: WARNING. Failure to secure workers' compensation coverage Is shall subject an employer to criminal penalties and one 7 unlawful, and hundred thousand dollars ($100,000), in addition to the cost of r� C compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under tpplicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.)f Resol tionsl do work indicated ov for which fees have been paid. _ J vv� IL BY Date: Name: f� PERMIT EXPIRES ON: - / J / Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,. handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all cougty and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter above mentioned property for inspection purposes. �upon �the Print Name:: 1/^� (i1f� �ii�S'r' Signature: Date: _Gk - 1" t_J Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor tw B. C. Building Permit 01-16-04 pg 1 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION Date: 2-15-07 Client: Bruce Smith 9156 Holland Ave. Durham, CA 95938 Project:* Bruce Smith Shop Inspector: K. DeMuth Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Turn of the Nut turn ast snu Impact Test sec 5/8" 19,000+5% 250 N/A N/A DESCRIPTION OF WORK Arrived at the jobsite at 1300 hours to perform special inspection of high strength bolting at the new metal shop. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are 5/8".diameter A325 grade, high strength bolts with hardened steel washers beneath hardened steel nuts. We performed Arbitration Inspection per Section 9(b). A representative sample of 5 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a calibrated dial -indicator torque wrench.(5) foot pound readings on the wrench were recorded for each bolt size in order to establish an average job test torque to provide a tension not less than five percent in excess. of the minimum tension specified in Table 4 of the RCSC Specifications. The inspecting wrench was then applied to 10 percent of the bolts in the structure, but not less than 2 bolts selected randomly at each connection. If any bolt fails at each connection, then all bolts within that connection were tested. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 48 bolts in the structure, all were tested using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. DeMuth Inspector ICBO # 5061769 Staff Engineer 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 rte - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) . OFFICE #: (530) 538-7541 PERMIT NO. BP061309 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/07/2006 APN: 040-280-109-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 9156 HOLLAND AVE DUR Map Index: Date: Contractor: Description:. DETACHED GARAGE/SHOP(3000) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SMITH, BRUCE &EVELYN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a COLE ERIS signed statement that he or she is licensed pursuant to the provisions of 9156 HOLLAND AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or DURHAM, CA 95938 . she is exempt therefrom and the basis for the alleged exemption. Any (530) 895-8840 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1, as owner of the propirty, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SMITH, BRUCE & EVELYN Code: The Contractors' State License Law does not apply to an COLE ERIS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 9156 HOLLAND AVE provided that such improvements are not intended or offered for DURHAM, CA 95938 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 895-8840 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Exempt under Article 3 of the Business and Professions Code ❑ 1 ai�m--�� , *Da te:CL13� Owner: L V e I W V1 Srn 14\ License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Lab6r Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 3000 S. F. Policy#: Valuation: $72,000.00 I? I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of �(` —� nl Q• compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This p rmit is hereby issued under t licable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the f Resol tions do work indicated ov for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Gl /y /� f-7 Date: Vv PERMIT EXPIRES ON: — '" / �( / Date Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505,25533, and 25534 of the California Health and Safety Code, which regulate the storage,. handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all couhty and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or documen of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. r -•c �� `/ e y M Signature: Print Name: W OL Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 %UTT -k1 C) nq `,. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO`. (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION ^� "PLEASE PRINT CLEARLY" f, 1.7 1 i 1 CAA T10 APPLICANT SIGNATURE X For office use only: OWNER Last Nam ep- f gym, V irst Name C- V-e-� Address .l , v,� City Y' ` State State cc Zipcts 3b, `gtct � �$y Fax F�`530-8�t5— E-mail C�1 QY j,C1LI dk-A �C, q ! APPLICANT SIGNATURE X For office use only: CONTRACTOR Name V Address SRA City 17ro State Zip Phone Book Fax E-mail Planner lic. # Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name V Address SRA City 17ro State Zip Phone Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name V Address SRA City 17ro State Tjp Phone Book Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning Proe� rty Address �' , i LP Flood Zone Cross Street eRvks SRA I Yes 17ro Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BIN # LOCATION AP# o"ArJ - -z-so - I LS Proe� rty Address �' , i LP City, 0LkYAA n Cross Street eRvks 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: 1 6Qr/sha Sq. Footage C) ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount IZ3.11 Bldg SRA Receipt #:4 5sw"'s Sheriff OhD_(� 410% SMIP I&` ..nn n I Other Date: �-fl� OVER FOR SUBMITTAL REQUIREMEN 15 . 11 KAFORMSWILDING FORMSSldgApplSubRgmts.doc Page 1 of 2 Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. .3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ .2..: 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). 0 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. . ❑ ' 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: 0 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 .,.... •� _ _ ..: . .r.. -'' . 7 .' r .� . ..... s ., .. .t .... � e, r, r e .� ..,, f'. • r Rig. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT. SERVICES -BUILDING DIVIOIV 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET •. . OWNER: Sm -A -. . ASSESSOR PARCEL NUMBE(R,�, O�1 D' 23a 1(fl /^ Proposed Building Use: f o o Permit Technician: , V - Date: ��� ' 0l () Items required in orde o apply for a permit All b6xes MUST be checked OR marked NA in order to apply. IN 1. Site plans 3 r 4 sets, signed by the preparer of the plans. EI .2. Complete p ans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ' ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Te down or fnd plans, all in dupliNV-M cate. � � 9. Metal bldgs: (A) Metal Bldg Plans, OWN plans and calks in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ` s_ ❑/ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other fining items needed to issue the permit (May require additional plan review upoQ rec Ipt of the following items.) YO 14. Sanitation and site plan approval from the Environmental Health Department i ,,Chico ❑ Oroville, as applicable"- W(o 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. V❑ 22. California Department of Forest plan approval ❑ paid. Sent by: ..... iJ 23. Planning approval for (A) Use: C (B) Parking: (C) Parcel Check:.t� .... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ,0/.,, 25. Fire Marshall Review (commercial projects only). Sent by ...................... 26. NPDES Form............................................................................................. 2T' Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. ' When issued Telephone 1530) 7n6-fS?>I O Own'C and hold for pickup. I have been informed of the above items a d requirements for obtaining a building permit. Applicant Date: lo - -CJ % 1. Index permit application for the above i um Plan Checkeck Letter 2. Additional items required Contractor, design owner, as advis a data by phone, ❑ mail, ❑ counter, by I Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow r, as advised of the above data by ❑ phone, ❑ mail, ❑ count Date: Plans reviewed by Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO:. Building -Di vision — Development Services FROM: Environmental Health Plot Plan Attached Floor Plan Attached- tD/DS / q5 'g8 S�0 IN SUBJECT: Sanitation Clearance A&&, 6 &,, �--- —adL�0— Owner Location AP# Plan Approved for: Sewage Disposal: -- Water Supply: Public Private Well Clearance for dwelling. Other nuw nnai iui. Final clearance O.K. for: NOTE: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecountV.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner SMITH APN No: 040-280-109 Permit Type: budding - Subtype: App Date: 6/1/2006 Permit No: BP 061309 Permit Desc: Q New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION (Pt1a1 $1,209.78 guilmrt;) Plan Check portion of Permit Fee $483.91 $725.87 Balance of Building Permit Fee 2 FEMA Flood Elevation Review $109.98 0 3 RYes SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 $204.98 (State Responsibility Areal Building Inspection S109.98 0 NON-REFUNDABLE portion of fees due at application $483.91 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $483.91 6/1/06 Kourtni FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $733.07 4 Balance of Building Permit Fees (from No: 1 above) $725. 9-�- 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) $7.2� 6. Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 04/15106 x SFD u MFD ac MH County 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan 0 SR -1, SR -3, SR-1/PD 8801.091 7395.041 8486.40 R-1 8897.09 7491.04 8582.40 do R-2 8390.09 6984.04 8075.40 R-3 7604.091 6198.041 7289.40 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 9 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# $200,00 DRAINAGE FEES* 10 CHICO STORM DRAINAGE 770 Butte Creek $7,997 MASTER PLAN 771 Comanche Creek $8,341 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 New construction; vacant 774 Lindo Channel $8,267 land, on 1 acre or less - 775 SUDAD Ditch $7,211 Enter 1 or less acre value 776 Mud -Sycamore Creek $6,275 RECEIPT DATE Tech/Asst 777 PV Ditch. $8,893 10a More than 1 acre, existing buildings - fees to be assessed by Public Works - Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: (Q � Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 0 PIAN REVIEW RESPONSE FORM fn order to expedite the review of your plans, please complete the following information and return this form with your re -submittal f this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vau response to every item requested in our plan correction tetter. `By others" is not considered a valid response. Please indicate yow response to each item and the location where the information can be found on the plansfcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND OWNERS NARFfURN yyFTN R1=yISED AND ORDINAL PCAI�S. ME DATE �v�e r� Sm \�%- ASSESSORS PA EL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S Q '/) C � ► 1 c- .. r PLAN CHECK ti'EM o�...,,..._� _.. LOCATION ON PLANS/CALCS: S M 41w— COMMENTS: 3 rc o� Sal 'S st�b�vv' PLAN CHECK ITEM #RESPONSE BY: LOCATION ON PLANS/CALCS:._ Y) Tj coMMENTs: y� Qv c v n S Lk -b w, A-Ve PLAN CHECK ITEM # RESPONSE BY. COMMENTS. ti -,- 1 S • w. v�r.7G D I. �u� � ✓1 Sm i`� PLAN REVIEE'W RESPONSE FORm In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. 1 this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WrM REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY. COMMENTS: � n �` , � � .--r�C"� 1 ✓� /�. PLAN CHECK ITEM # CHECK BY: ,TION ME Kill PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON Q p.RCrMENr Tr I C U !✓� c II ° c \\ ° ° U 14 A 5 �eILIC W0 Department C o u n t J. Michael Crump, Director of Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: �� (p[rVa-4-c�� SNO Project Location and/or Parcel Number: q (5(o 4rj Iia" i Au -k 01K Y V'Y)kl�r� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date CSW V1� i� Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 Butte Countyl�epar�inel�t ofDevelopinent Services 0 it,,F0 ° ° <:..: 7 County Center Drive ' ° '�•, ° Oroville, CA 95965 °° ?� � o (530) 538-7601 TelephoneoUNIy , (530) 538-7785 Facsimile c BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES [ request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: 0. I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I cur: required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for' disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other -entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Srn APN: Cwt -[O— 926 ©S Building site address: Permit No.: ���"► I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced Wilding permit application and my signature below: SIGNATURE OF APPLICANT b,poce DATE 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 opporhinity 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 material for construction of this proposed property improvement: YES.[ j0) NO [ ]. 2. I HAVE [-10 ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have- contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and- provide the major work NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: v 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 DATE: C9 r\ — © Lp } NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. Thi.-, verifir_ation must be completed and returned to our office before we are nermitted to i..ne the Butte County Department of Development Services ;'iTT ADMINISTRATION 'BUILDING* GIS `PLANNING o o � •� o o O 7 County Center DriveG Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile COU µ� OWNER -!BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible pary of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work_ if your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance,. disability i s rance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations. under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally. or through their own employees, without a. licensed contractor or subcontractor, only under limited conditions. A frequent. practice of unlicensed persons professing to be 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 in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. ne building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 4 .................................i. .. ............ .. .. .. .. ............................... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. u ......_ .. ._ .. .. ._ .. .. .. .. .. .. .. .. .. .. .. .. .t ..... _ .. _......._........« .. .. .. .. .. .. ... . .. .. .. .,F .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. — .. .. .. — .. .. — .. - i......y......:......i................... e.. .. .. .t........... .. .. �. J .. ....................... .. .... ..... . .....VAN ............._...................�..................�......... ....:..... .. .. h� ............APPROVED .....:.....�.....:.....:................:..... . butte Cc�un rat21• .. .. .. ....... .. .. .. .. .. .. .. . .���:. . •- : : : : : : : : ............. ............. ......:......:......;..... ..... ...... :.....;......;.................... ;.... ................. .. .. .. ... .....o=.gip... .. .. ................. Ael �,� • 0 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING July 7, 2006, Evelyn Smith 9156 Holland Ave. Durham, Ca. 95938 Assessor Parcel Number: 040-280-109 Building Permit Number: 06-1309 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. COMMENTS: Provide structural calculations by the engineer for the design of the foundation plan that specifies the sizes required for the concrete pads and all reinforced steel. C2) The foundation plan is specifying concrete compressive strength 3000PSI yh will requirespecial inspection. Note number 6, on the foundation plan, is calling . g a� wi require veto be submitted. As a Standard, Butte county ��z1t&7— owable soil bearing pressure is 1500 PSF. without the requirement of a soils report. Provide a footing detail that shows and specifies the required anchor bolts at the building columns. The foundation Plan needs to be wet stamped and signed by the engineer with the expiration date. Will not except xerox copies of the stamp and signature. lease submit two corrected sets of plans and calculations that are wet stamped and signed by the engineer. �! Special inspection is required in accordance with CBC 1701 for the high-strength bolts and for bolts d� installed in concrete. The special inspector must be approved by the Butte County Building Division. Please rovide the name of the special inspector that you will employ. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Jim Peterson Philo Hunt, P.E. Plans Examiner Plan Check Engineer ALL AMERICAN SYSTEMS r ' 7301 Fairview / Houston, Texas 77041 P.O. Box 40220 / Houston, Texas 77240-0220 (713) 466-5681 / (800) 777-9378 % FAX (713) 466-8579 PREMIER BUILDING SYST'S 11/23/05 134 HURRICANE SHOALS RD LAWRENCEVILLE GA 30045 JOB NO: 0801-227652 BUILDING SIZE: CST 50' X 60' X 14' CST 50' X 60' X a14' JOBSITE: CHICO CA (BUTTE) Gentlemen: This is to certify that the above referenced building and its component parts have been designed and fabricated by All American Systems, an RISC Certified Manufacturer, at its AISC certified facility. It has been designed in accordance with the order documents, in general accordance with the ninth edition of the RISC "Manual of Steel Construction" and the 1986 Edition,(with 1989 amendments) of the AISI "Cold Formed Steel Design Manual" and with good engineering practice for the following loads. All welding is per the appropriate American Welding Society (AWS) code. Governing Code for application -of design loads: CBC 2001 IMP.FACTORS:, WIND: 1.0 SEISMIC: 1.0 DEAD LOAD... weight of metal bldg. structure only as ''supplied by All American Systems LIVE LOAD BASED ON TRIBUTARY AREA: 0-200 SQ. FT ....... 20 PSF 201-600 SQ. FT ....... 16 PSF OVER 600 SQ. FT ....... 12 PSF COLLATERAL LOAD......... 0 PSF L M h , WIND LOAD ............... 901MPH EXP B SEISMIC ZONE............ 3 This Letter of Certification applies solely to the steel building and its component r parts as•furnished by All American Systems and specifically excludes any foundation, masonry, or general contract work. Sincerely, 0 r 4 Design Thk.: 16 ga= 0.059, ga= 0.065, 14 ga= 0.070, 13= 0.085, 12 ga=•0.10 MIDWEST METALLIC PAGE 1- �r *** PURLIN DESIGN *** JOB NUMBER : 227652 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20.0 INSET LEFT -(FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE .:1.000/12 PURLIN DEPTH (INCH) 8.00 { INSET RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000 HORIZONTAL SPACING (FT.): 5.00000 TOP FLANGE BRACED AT 1.00 FEET r *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.00 - LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 12.860 PSF SPECIAL WIND COEFF:: -1.00 MAX.•COMBINED SHEAR,AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. 'DEFLECTION LIMIT PER SPAN L%180. *** LOADING'COMBINATION *** (KLF) -.0546 ------- .1096 1. DL+LL .1096 -.0546 .1096 -.0546 .1096 2. DL+WL .1096 , *** CRITICAL ROW SUMMARY a SPAN ANALYSIS LAP SIZE OF LAP WIND # ---- LENGTH LEFT SECTION RIGHT COEF 1 -------- .6667 ------ .0000 ------- BZ16 ------- .0000 ------- -1.0000 2 19.3333 .0000 8{Z16 * .3125 -1.0000 13 20.0000 .3125 8Z16 .3125 -1.0000 4 19.•3333 3125 8Z16 .0000 -1.0000 5 .6667 .0000 8Z16 .0000 -1.0000 DL + WL DL + LL (KLF) ------- (KLF) -.0546 ------- .1096 -.0546 .1096 -.0546 .1096 -.0546 .1096 -.0546 .1096 *** FLANGE BRACE INFORM?.'ION *** SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 .667 1@.6667 1@.6667 2 19.333 20@1.0000 1@19.3333 3 •20.000 20@1.0000 1@20.0000 4 -19.333 20@1.0000 1@19:3333 5 .667 1@:6667 1@.6667 *** PURLIN DESIGN *** JOB NAME: 227652 • PAGE 2' LOADING COMBINATION -- DL+LL ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES 1! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .001 !LL! ..00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -:07! 4.97 2.28 ! .03 .00 ..00! . ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- . -------- !LS! ------ -.02! --------------------------------------------------------------- .96! 4.97 2.28 ! .42 .00 .18! !LL! .00! .00! .00 .00 ! .00 .00 .00! ' 2!FM! 4.18! .00! 4.97 2.28 ! .00 .84 .84! 200 !RL! -1°.59!•-1.12! 4.97 •2:28 ! .49 .32 .34! !RS! -1.94! -1.16! 9.94 4.57 ! .25 .20 .10! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -------------------------------------------------------- !LS! -1.94! 1.10! 9.94 4.57' ! ---------------------- .24 .20 .10! !LL! -1.61! 1.06! 4.97 2.28 ! .46 .32 .32! 3!FM! 3.54! .00! 4.97 2.28 ! .00 .71 .71! 242 !RL! -1.61! -1.06! 4.97 2.28 ! .46 .32 .32! !RS! --'1."94! -1.10! 9.94 4.57 ! .24 .20 .10! ----------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE -------------------------------- FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- --------'----------------------------------------------------------------------- !LS! -1.94! 1.16! 9.94' 4.57 ! .25 .20 .10! !LL! -1.59! 1.12! 4.97 2.28 ! .49 .32 .34! 4!FM! 4.181 .00! 4.97 2.28 ! .00 .84 .84! 200 !RL! .00! .00! .00 .00 ! 00 .00 .00! !RS! -.02! -.96! 4.97 2.28 ! .42 .00 .18! ----=----------------------'---------------------------------------------------- SP!LO!MOMENT! SHEAR!. ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! ##! K -FT! KIP ! 'MOMENT(Ma) ' SHEAR(Va) ! SHEAR BEND COMB! -L/- ---------------------------------------------------- !LS! -.02! .07! 4.97 2.28 ! ---------------------------- .03 .00 .00! !LL! .00! .00!. .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00• ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! *** PURLIN DESIGN *** JOB NAME: 227652 PAGE 3 LOADING COMBINATION -- DL+WL ------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 7----------------------- UNITY CHECKS . ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ----------------------------------"--------------------------------------------- !LS! .00! .00! .00 .00 ! .00 1.00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! �0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .01! .04! 6.63 3.05 ! .01 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ---------------------- !LS'! .01! -.39! -------------------------------------------------------- 6.63 3.05, ! .13 .00 .02! !LL! .00! .00! .00, .00 ! .00 .00 .00! 2!FM! -1.41! .00! 3.31 3.05 ! .00 .43 .00! 777 !RL! 2.39! .64! 6.63, 3.05 ! .21 .36 .17! !RS! 2.59! . .66! 13.25 6.09 ! .14 .20 .06! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT!. KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ---------------------------==----'---------------------------------------------- !LS! 2.59! -.55! 13.25 6.09 ! .12 .20 .05! !LL! 2.42! -.53! 6-.63 3.05 ! .17 .37 .16! 3!FM! -.14! .00! 6.34 3.05 ! .00 .02 :00! 2002 !RL! 2.42! .53! 6.63 3.05 ! .17 .37 .16! !RS! 2.59! .55! 13.25 6.09 ! .12 .20 .05! 7 -------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -------------------------=------------------------------------------------------ !LS! 2.59! -.66! 13.25 6.09 ! .14 .20 .06! !LL! 2.39! -.64! 6.•63 3.05 ! .21 .36 .17! 4!FM! -1.41! .00! 3.31 3.05 ! 00 .43 .00! 777 !RL! • .00! .00! .'00 .00 ! .00 .00 .00! !RS! .01! .39! 6.63 3.05 ! .13 .00 .02! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP.! MOMENT(Ma) ' SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! -.04! . 6.63 3.05 ! .01 .00 .00! !LL! .00! .00! 00 ,.00 ! .00 .00 .00! .5!FM! .00! .00! .00` .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 .00 .00 .00! !RS! .00! - .00! .00 -.00 ! .00 .00 .00! Design Thk.: 16 ga= 0.059,ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 4 MIDWEST'METALLIC • PAGE 1 *** EAVE STRUT DESIGN *** JOB NUMBER : 227652 ( ANALYSIS ONLY ) N *** GEOMETRIC DATA, *** BAY SPACING (FEET) :3@20.0 BAY SPACING (FEET) INSET LEFT -(FEET) .6670 INSET RIGHT (FEET ) .6670 EAVE EXTN LEFT (FT.) .0000 EAVE EXTN RIGHT (FT.) .0000 ' ROOF SLOPE ' :1.000/12 HORIZONTAL SPACING (FT.) 2.5000 EAVE STRUT DEPTH (INCH) 8.00 TOP FLANGE BRACED AT, 1.00 FEET *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 12.860 PSF SPECIAL WIND COEFF.: .000 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.030 MAX. SHEAR OR BENDING UNITY CHECK :1.030 MAX. DEFLECTION LIMIT PER SPAN L/100. THIS EAVE STRUT RUN IS DESIGNED FOR AN ENCLOSED BUILDING SPAN LENGTH SECTION AREA MOMENT WIND DL + WL DL + LL -FT- NAME ----�,--- IN.SQ. INERTIA COEF (KLF) (KLF) , ---- 1 ------- .67 :. 8ES14 ------- 1.2561. ------- 12.92 --------------------- -1.5000 -.0434 .0548 2 19.33 8ES14 1.256 12.92 -1.1971 -.0336 .0548 3 20.00 8ES14' 1.256 12.92 -1.1949 -.0336 .0548 4 19.33 8ES14 1.256 12.92 -1.1971 -,.0336 i .0548 5 .67 8ES14 1.256 12.92 -1.5000 -.0434 .0548 N ** :EAVE STRUT DESIGN *** • JOB NAME: 227652 PAGE 2 **** DEAD + LIVE LOAD **** , -------------------------------------=----------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND * COMB! -L/-• ----------7-------------------------------------------------------------------- !LS! .00,!• .00! 00 .00 ! , .00 .00 .00! 1!FM! .00! .00!.- .00 .00 !; .00 .00 .00! -161 RS! -.01! .04! 6:96 3.58 ! .01 .00 .01! ------------------------ SP!LO!MOMENT! SHEAR! ------------------ ALLOWABLE 7------------------------------------- FORCES ! UNITY CHECKS ! DEFL ! ##! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- ' !LS! -.01!. .53! 6.96 3.58 ! .15 .00 .15! 2!FM! 2.55! .00! 6.95 3.58 ! .00 .37 .37! -514 RS! .00! -.53! 6.96 3.58 ! .15 .00 .15! ----------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE -------------------------------------------- FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------- !LS! ------------------------------------------------------------------- .00! .55! 6.95 3.58 ! .15 .00 .15! 3!FM! 2•.74! .00! 6.95 3.58 ! .00 .39 .39! -463 RS! ------------------------------------------------------------------------------- .00! -.55! 6.95 3.58 ! .15 .00 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE•FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .53! - 6.96 3.58 ! .15 .00 .15! 4!FM! 2.55! .00! 6.95 3.58 ! .00 .37 .37! -514 RS! ------------------------------------------------------------------------------- -.01! -.53! 6.96 3.58 ! .15 .00 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! ##! - K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! -.04! 6.96 3.58 ! .01 .00- .01! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! -161 RS! .00! .00! .00 .00 ! .00 .00 .00! A ' ** �EAVE STRUT DESIGN *** • JOB NAME: 227652 PAGE 3 **** DEAD + WIND,LOAD **** --------------=---------------------------------------------------------------- SP!LO!MOMENT,!.SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -------------------------------- !LS! .00! X00! ----------------------------------------------- .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 203 RS! 01!' -.03! 9.28 4.77 ! .01 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! . ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! -.3'3! 9.28 4.77 ! .09 .00 .09! 2!FM! -1.57! 00! 3.73 4.77 ! .00 .42 .42! 839 RS! .00! .32! 9.28 4.77 ! .09 .00 .09! ----------'--------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! 7.34! 9.27 4.77 ! .09 .00 .09! 3!FM! -1.68! .00! 3.72 4.77 ! .00 .45 .45! 757 RS! .00! .34! 9.27 4.77 ! .09 .00 .09! ------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE 7----------------------------------- FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ----------------------------------------------------------------=-------------- !LS! .00! -.32! 9.28 4.77 ! .09 .00 .09! 4!FM! -1.57! .00! 3.73 4.77 ! .00 .42 .42! 839 RS! .01! .33! 9.28 4.77 ! .09 .00 .09! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! , ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! 'KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01!'• .03! 9.28 4.77 ! .01 .00 .01! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 203 RS! .00! • .00! .00 .00 ! .00 .00 .00! Design Thk.: 16 ga= 0.059,ga= 0.065, 14 ga= 0.070, 13 aa= 0.085, 12 ga= 0.10 40 MIDWEST METALLIC • PAGE 1 *** GIRT DESIGN *** 'CRITICAL ROW *** FRONT SIDEWALL *** SPAN JOB NUMBER : 227652 LAP, ( FULL OPTIMIZATION ) LAP *** GEOMETRIC DATA *** LENGTH BAY SPACING (FEET) :3@20.0 ., SECTION INSET LEFT (FEET) .6667 INSET RIGHT (FEET) • .6667 ROOF SLOPE 1.00/12 MAX. TRIBUTARY SPACING (FT.) 6.6667 GIRT DEPTH (INCH) 8.00, GIRT CONDITION :BY -FRAME OUTSIDE FLANGE BRACED AT X1.00 FEET 20.0000 *** DESIGN CRITERIA *** 8Z16 WIND VELOCITY PRESSURE (q): -12.86 PSF 3 ,WIND LOAD PRESSURE COEFF: .90 WIND LOAD SUCTION COEFF. :- .90 MAX.'•COMBINED SHEAR AND BENDING UNITY CHECK 1.03 *8Z16 MAX. SHEAR OR BENDING UNITY CHECK 1.03 ., MAX. DEFLECTION LIMIT.PER SPAN :L/120. s SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) 1 19.3333 6.6667 .9000 -.9000 .0772 -.0772 2 20.0000 6.6667 .9000 -.9000 .0772 -.0772 3 19.3333 6.6667 .9000 -.9000 .0772 -.0772 *** LOADING COMBINATION *** 1. WLP 2. WLS : *** 'CRITICAL ROW SUMMARY SPAN ANALYSIS LAP, SIZE OF LAP # LENGTH LEFT SECTION RIGHT - - - - 1 -------- 19.3333 ------ .0000 6 - - - - - - - 8Z16 ------ -----1 .3125 2 20.0000 .3125 8Z16 .3125 3 19.3333 .3125` *8Z16 .0000 O r *** i FLANGE *** • BRACE INFORNPION SPAN NOLENGTH OUTSIDE \, INSIDE SPAN NO (FT.) BRACES BRACES 1 19.333 20@1.0000 1@20.0000 2 20.000 20@1.0000 1@20.0000 3 4 19.333 • 20@1.0000 4' n \ 1 1@20.0000 1 1 + i t t . . t O *** GIRT DESIGN �* ,FRONT SIDEWALL *** • _JOB NAME: 227652 PAGE 2 LOADING COMBINATION --.WLP SP!LO!MOMENT! SHEAR!* ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! --------=---------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .62! 6.63 3.05 ! .20 .00 .041+ !LL! .19! .60! 6.63 3.05 !' .20 .03 .04! 1!FM! 2.49! .00! 6.633.05 '! 00 38 .38! 369 !RL! -2.18! -.85! 6.63 3•.05 ! -.28 .33 .19! !RS! ------=------------------------------------------------------------------------ -2.45! -.87! 13.25 6.09• ! .19 .18 .07! •SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! •KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.45! .77! 13.25 6.09 ! .17 .18 .06! !LL! -2.21! .75! 6.63. 3.05 ! .25 .33 .17! 2!,FM! 1.41! .00! 6.63 3.05 ! .00 .21 .21! 826 !RL!• -2.21! -'.75! 6.63 3.05 ! .25 .33 .17! .' !RS! -------------------------------------------------------------------------------- -2.45! -.77! 13.25 6.09 ! .17 .18 .06! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! -------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.45! .87! 13.25 6.09 ! .19 .18 .07! !LL! -2.18! .85! 6.63 3.05 ! .28 .33 .19! 3!FM! 2.49! .00! 6.63 3.05 ! .00 .38 .38! 369 !RL! .19! -.60!• 6.63 3.05 ! .20 .03 .041 !RS! .00! -.62! 6.63' 3.05 ! 20 00 .04! *** GIRT DESIGN *** FRONT SIDEWALL *** JOB NAME: 227652 PAGE 3 LOADING COMBINATION -- WLS ------------------------=------------------------------------------------------ SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND - COMB! -L/- !LS! .00! -:62! 6.63 3.05 ! 20 .00 .04! !LL! -.19! -.60! 1.03 3.05 ! .20 .18 .07! 1!FM! -2.49! .00! 3.31 3.05 ! .00 .75 .00! 369 !RL! 2.18! .85! •6.63 .3.05 ! .28 .33 .19! !RS! --------------------------------------------------- 2.45! .87! 13.25 6.09 ! .19 .18 .07! SP!LO!MOMENT! SHEAR! ;ALLOWABLE•FORCES ! ----------------------- UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -.77! 13.25 6.09 ! .17 .18 .06! !LL! 2.21! -.75! 6.63 3.05 ! .25 .33 .17! 2!FM! -1.41! .•00! 3.31 3.05 ! .00 .43 .00! 826 !RL! 2.21! .75! 6.63 3.05 ! .25 .33 .17! !RS! ------------------------------------------ 2.45! .77! 13.25 6.09 ! .17 .18 .06! SP!LO!MOMENT! SHEAR! ALLOWABLE ------------------------------------ FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------'------------- K -FT! KIP.! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -'.87! 13.25 6.09 ! .19 .18 .0.7! !LL! 2.18! -.85! 6.63 3.05 ! .28 .33 .19! 3!FM! -2.49! .00! 3.31 3.05 ! .00 .75 .00! 369 !RL! -.19! .60!, 1.03 3.05 ! .20 .18 .07! !RS! .00! .62! 6.63- 3.05 ! .20 .00 .04! r • c Design Thk.: 16 ga=_0.059, ga= 0.•065, 14 ga= 0.070, 13 a= 0.085, 12 ga= 0.10 r MIDWEST METALLIC �. PAGE 1 *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NUMBER : 227652 ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 15.000,20.000,15.000 INSET LEFT (FEET) .8438 INSET RIGHT (FEET) .8438 ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING (FT.) 5.6458 GIRT DEPTH (INCH) 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 -FEET *** DESIGN CRITERIA. *** WIND VELOCITY PRESSURE (q): -12.86 PSF . WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. .90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK 1.03 MAX. DEFLECTION LIMIT. PER SPAN :L/120. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING' TRIB'SPA COEF COEF (KLF) (KLF) 1 14.1563 5.6458 .9000 -.9000 .0653 -.0653 2 20.0000 5.6458 .9000 -.9000 .0653 -.0653 3 14.1563 5.'6458 .9000 -.9000 .0653 -.0653 *** LOADING COMBINATION *** • • 1. WLP ' 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF' LAP . ## LENGTH LEFT SECTION RIGHT ---- 1 -------- 13.6146 ------ .0000 ------- 8Z16 ------ ...0000 2 19.4583 .0000 8Z16 '.0000 -3 13.6146 .0000 8Z16 .0000 • .*** FLANGE 'BRACE INFORMAPION *** SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 •13.615 15@1.0000 1@15.0000 2 19.458 20@1.0000 1@20.0000 3 13.615 15@1.0000 1@15.0000 r • r r A a - • t R • ' r 0 *** GIRT DESIGN *** f• �* LEFT ENDWALL *** • -JOB NAME: 227652 s PAGE 2 ' LOADING COMBINATION -- WLP ------------------------------------------------------------------------------- " SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma). SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .44! 6.63 3.05 ! .15 ..00 .02!. !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 1.51! .00! 6.63 3.05 ! .00 .23 .23! ,740 !RL! .00! .00! .00 .00 ! .00 .00 .00! ,!RS! .00!• -.441 6.63 3.05 ! .15 .00 .02! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! `.00! -.64! 6.63 3.05 ! .21 .00 .04! !LL! .00! ..00! .00 .00 ! .00 .00 .00! 2! -FM! 3.09! .00! 6.63 3.05 ! .00 .47 ..47! 253 !RL! ..00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .00!, -.64! 6.63 3.05 ! .21 i .00 ,.04! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY•CHECKS ! DEFL ! #!','K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND ' COMB! -L/- ------------------------------------------------------------------------------- !LS! 00! .44! 6.63 3.05 ! .15 ,.00 .02! !LL! .00! .00! .00 .00 ! 00 .00, .00! 3!FM! 1.51! .00! 6.63 3.05 ! .00 .23 .23! 740 •!RL! .00! .00! .00 .00' ! .00 .00 .00! !RS! .00! -.44! 6.63 3.05 ! .15 .00 .02! 0 ti f• s 0 F ' r � r t ' *** GIRT DESIGN *** �* LEFT ENDWALL *** • -JOB NAME: 227652 PAGE 3 LOADING COMBINATION -- WLS ----------------------------------------=-------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES' ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) • SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------=------------------------------------------ !LS! .00! -.44!' 6.63 3:05 ! .15 .00 .02! !LL! .00! .00!. .00 .00' ! 00 00 00! 1!FM! -1.51! .00! 3.31 3.05 ! .00 .46 .00! 740 !RL! .00! .00! .00 00 ! .00 x.00 .00 .00!' !RS! .00.! .44! 6.63 3.05 ! .15 .02! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS '! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ' ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.64! -.6.63 3.05 ! .21 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -3.09! .00! 3.31, 3.05 ! .00 .93 .00! 253 !RL! .00.! .00! 00 .00 ! .00 .00 .00! !RS! .00!• .64! 6.63 3.05 ! .21 .00 .04! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL !-#! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.44! 6.63 3.05 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -1.51! .00! 3.31 3.05 ! .00 .46 .00! 740 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .44! 6.63 3.05 ! .15 .00 .02! F ' r � r t Design Thk.: 16 ga=.0.059, ga= 0.065, 14 ga= 0.070, 13 a= 0.085, 12 ga= 0.10 ' MIDWEST METALLIC PAGE 1 *** ENDWALL DESIGN *** *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER : 227652 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 15.000,20.000,15.000 ENDWALL COLUMN SPACING: , ' ENDBAY (FEET) :20.0000 PURLIN EXTN. (FEET) .0000 FRONT SIDE CANOPY. (FT):' .0000 BACK SIDE CANOPY (FT) .0000 FRONT SIDE ROOF SLOPE 1.00/12 BACK SIDE ROOF SLOPE 1.00/12 PURLIN SPACING (FEET) 5.017 f ANALYSIS *** DESIGN CRITERIA *** DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 12.860 PSF BUILDING CONDITION (E,P,O): E SPCL.�GCp @ ENDBAY/2 . -1.300 SPCL. GCp @ OVERHANG -1.300 SHEAR OR BENDING LIMIT: 1.035 RAFTER DEFLECTION LIMIT L/180. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING *** f ANALYSIS GCp PURLIN GCpX DL+WL DL+LL SPAN LENGTH ENDBAY/2 COEF. EXTN. COEF. (KLF) (KLF) ------ OH -------- 1.0035 -------- 10.0000 ------- -1.3000 ------ .0000 ------- -1.3000 ------- -.1373 ------- .2292 1 14.0485 -10.0000 -1.3000 1.0000 -1.3000 -.1373 .2292 2 20.0693- 10.0000 -1.3000- .0000 -1.3000 -.1373 .2292 3 14.0485 10.0000 -1.3000 .0000 -1.3000 -.1373 .2292 OH 1.0035 10.0000 -1.3000 .0000 -1.3000 -.1373 .2292 *** DESIGN RESULTS *** MEM SIZE LENGTH 1 8X3.5C13 24.0832 2 8X3.5C13 241.0832 1 i *** RAFTER DESIGN *** !'* LEFT ENDWALL *** • -JOB NAME: 227652 •. PAGE 2 ' LOADING COMBINATION -- DL+LL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ,! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! 1.12! 1.12! 8.09! 6.88! .16! .01! ! 1 !FM! 2.61! .00! 8.09! 6.88! .00! .32! 1406 ! 1 !RS! -•7.03! -2.10! 8.09! '.6.88!. .31! .87! ! 2 !LS! -7.03! 2.30! 8.09! •6x.88! .33! .87! ! 2 !**!'-4.51! 00! 8.09! 6.88! .00! .56! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL ## ! ##. ! ! K -FT! KIP !• MOMENT SHEAR ! SHEAR BEND ! -L/- --------------------------=--------------------------------------------------- 2 ! 2 !**! 4.51! •.00! 8.09! __6.88! .00! .56! 427 ! 2 !RS! -7.03! -2.30! 8.09! 6.88! .33! .87! ! 3 !LS! -7.03! 2.10! 8.,09! 6.88!' .31! .87! ! 3 !FM! 2.61! .00! 8.09! 6.88! .00! .32! 1406 ! 3 !**! .12! -1.12! 8.09! 6.88! .16! .01! 4 r r • ' t J 1 i y *** RAFTER DESIGN *** �* LEFT ENDWALL *** • .JOB NAME: 227652 PAGE 3 LOADING COMBINATION -- DL+WL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! -MOMENT SHEAR ! SHEAR BEND ! -L/- ----------------------------------------------------- 1 ! 1 !**! .07! -.67!'Y 10.79! 9.17.! .10! .------------------------- .01! ! 1 !FM! -1.56! .00!., 9.11! 9.17!• .00! .17! 2344 ! 1 !RS! 4.21! 1.26! 1`0.79! 9.17! .18! .39! ! 2 !LS! 4.21! -1.38! 10.79! 9.17! .20! .39! ! 2 !**!. 2.70! .00! 10.79!• 9.17! .00! 25! ---------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE --- ------------------------------------ FORCES! UNITY RATIO ! DEFL ## ! ## ! ! K -FT! KIP ! MOMENT _SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! -2.70! .00!- 4.10.79! 9.17! .00! .25! 717 ! 2 !RS! 4.21! 1.38! 10.79! 9.17! .20! .39! ! 3 !LS! 4.21! -1.26! 10.79! 9.17! .18! .39! ! 3 !FM! -1.57! .00! 9.11! 9.17! .00! .17! 2344 ! 3 !**! -.07! .671• 10.79! 9.17! .10! .01! Design Thk.: 16'ga=,0.059, 15 ga= 0.065,-14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10- *** MIDWEST LLIC COLUGN *** COLUMN *+ LEFT ENDWALL *** JOB NUMBER : 227652 ( ANALYSIS ONLY ) +*+ GEOMETRIC DATA **+ BAY SPACING (FEET) 15.000,20.000,15.000 BAY SPACING (FEET) EAVE HEIGHT (FEET) 14.00 BS EAVE HEIGHT (FEET) 14.00 _FS FS TO RIDGE (FEET) 25.000 FS ROOF SLOPE 12 1.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE C # BAYS : 1 LOCATION :A - *++ DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 12.86 PSF BUILDING GOND. (E,P,O): E COLUMN DEFLECTION LIMIT L/120. SPCL.EW COL.PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT 1.03 SHEAR OR BENDING LIMIT 1.03 *** LOADING COMBINATIONS *** 1.,DL+LL 2.DL+WLP 3.DL+WLS *++ DESIGN RESULTS AND WIND LOADING *** COL .SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # -SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) (KLF) --- -------- ------ 1 8X3.5C16 13.392 ------- ------- -------- ------- 7.500 14.313 .900 -.900 -------- .087 ------- -.087 2 8X3.5C12 14.560 17.500 15.354 .900 -.900 .203 -.203 3 8X3.5C12 14.560 17.500 15.354 .900 -.900 .203 -.203 4 8X3.5C16 13.392 7.500 14.313 .900 -.900 .087 -.087 4 *** COLUMN DESIGN *** ' +++ LEFT ALL +++ JOB NAME: 227652 PAGE 2 • *** COLUMN NUMBER 1 SIZE : 8X3. 6r,*+* G1 (FEET) = 7.292 AXIAL BENDING ALLOWABLE FORCES '---->1<---UNITY CHECK ---->1 COMB"I MAX LOAD FORCE •MOMENT I AXIAL MOMENT MOMENT SHEAR I. OUTER INNER ( UNITY DEF COMBILOC kips kip -ft I kips kip -ft kip -ft kips JAXIAL FLGE. FLGE. CHECK L/ -I---- ---------=----- I ------- ------ ----------- I ----- ----- ------ -------I---- 1 FM 1 1.35 .45 9.46 4.84 4.32 2.14 .14 .09 .10 .25 0 1 G1 1.35 .24 8.09 4.84 4.06 2.14 .17 .05 .06 .23 2 FM -.81 -2.22 42.79 6.45 5.76 2.861 -.02 .34 .38 1 .40-728 2 G1 ( -.81 -2.22 42.79 6.45 5.41 2.86 -.02 .34 .41 1 .43 3 FM -.81 1.78 42.79 6.45 5.76 2.,86 -.02 .28 .31 1 .29 ( 728 3 G1 -.81 1.78 42.79 6.45 5.41 2.86 -.02 .28 .33 1 .31 *** COLUMN NUMBER 2 SIZE : 8X3.5C12 *** G1 (FEET) = 7.292 AXIAL BENDING I<--=-- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOAD ( FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER UNITY �. DEF COMBILOC I kips kip -ft I 'kips kip -ft kip -ft kips JAXIAL FLGE. FLGE. CHECK L/ ------ ------- --------I------- ------ ----------- I ----- ----- ------ -------I---- 1 I FM I 4.40 1.47 22.36 10.13 9.06 19.151 - .20 .14 .16 .36 0 1 I G1 I 4.40 .73 19.43 10.13 8.54 19.15 .23 .07 .09 .31 2 FM -2.64 -6.25 76.15 13.51 12.08 25.54 -.03 .46 .52 1 .55-425 2 G1 -2.64 '-6.25 76.15 13.51 - 11.39 25.54 -.03 .46 .55 1 .58 3 FM -2.64 4.93 76.15 13.51 12.08 25.54 -.03 .36 .41 1 .37 425 3•l G1 1 -2.64 4.93 1 76.15 13.51 11.39 25.54 -.03 .36 .43 1 .40 *** COLUMN NUMBER : 3 SIZE : 8X3.5C12 *** G1 (FEET) - 7.292 AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOAD FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft kips skip -ft kip -ft kips JAXIAL FLGE. FLGE. I CHECK I L/ --- ------ 1 1 FM 1 4.40 1.47 22.36. 10.13 9.06 19.15 .20 .14 .16 .36 1, 0 1 G1 1 4.40 .73 19.43 10.13 8.54 19.15 .23 .07 .09 .31 2 FM -2.64 -6.25 76.15 13.51 12.08 25.54 -.03 .46 .52 1 .55-425 2 , G1. -2.64 -6.25 76.15 13.51 11.39 25.54 -.03 .46 .55 1 .58 3 FM - 2.64 4.93 1 76.15 13.51 12.08 25.54 -.03 .36 .41 1 .37 425 3 1G1 1 -2.64 4.93 76.15 13.51 11.39 25.541 -.03 .36 .43 .40 y s t *++ COLUMN DESIGN ++r LEFT ALL +** JOB NAME: 227652 PAGE 3 *** COLUMN NUMBER : 4 SIZE : 8X3. 6 *** Gl (FEET) = 7.292 AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->I COMB I MAX SLOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---- I ----------- --------I------- ------ ----------- I ----- ----- ------I-------I---- 1 FM.1 1.35 .45 9.46 4.84 4.32 2.14 .14 .09 .10 I 25 I 0 1• G1 1 1.35 .24 I 8.09 4.84 4.06 2.14 .17 .05 .06 I .23 I 2 I FM I -.81 -2.22 142.79 6.45 5.76 2.861 -.02 .34 .38 I .40 I-728 2 I G1 I -.81 -2.22 142.79 6.45 5.41 2.861 -.02 .34 .41 I .43 I 3 FM I -.81 1.78 142.79 6.'45 5.76 2.861 -.02 .28 .31 I .29 1728 3 I G1 I ' -.81 1.78 42 .79, 6.45 5.41 2.861 -.02 .28 .33 I .31 I x p• } S 1 1 P MIDWEST METALLIC PAGE 1 +++ BRACINIGN +++ • JOB NUMBER 227652 (FULL OPTIMIZATION) *** GEOMETRIC DATA a + BAY SPACING (FEET)- 3@20.00 BRACED TIER SPACES (FT) 15.00,20.00,15.00 FRONT EAVE HEIGHT (FEET): 14.0000 BACK EAVE HEIGHT (FEET) 14.0000 FRONT SIDE ROOF SLOPE 1.0000/12' FRONT SIDE TO RIDGE 25.0000 ***' BRACING DATA *«« . RF BRACING TYPE CABLE # BAYS 1 LOCATION 2 FS BRACING TYPE CABLE # BAYS 1 LOCATION 2 BS BRACING TYPE CABLE #.BAYS 1 .LOCATION 2 LE BRACING TYPE CABLE # BAYS 1 LOCATION A, RE BRACING TYPE CABLE # BAYS 1 LOCATION A ** DESIGN CRITERIA *** r WIND VELOCITY PRESS (q) : 12.8600 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. + HORIZONTAL DEFLECTION a .0000 *** LOADING COMBINATIONS 1. WIND LOAD + k r _ r s + a r r a ' 4 � *** BRACING DESIGN *** JOB NUMBER : 227652 *** ROO RACING *** PAGE 2 '(FRONlW BACK SIDE) *** BRACING RESULTS ' -------------------------------------------------------------------------—----- ITIER I TIER I • C. B R A C I N G— S I Z E/ T E N S I O N I • I NO. I•SPAC,ING I BAY #2 I BAY #0 I BAY #0 I BAY #0 I BAY #0 I ------------------------------------------------------------------------------- I 1 I 15.0000 11/4" DIA I I(FS) I 4I 2.81 I -------------------=----------------------------------------------------------- I 2 I 20.0000 11/4" DIA I I I I I .00 I , ------------------------------------------------------------------------------- I 3 I 15.0000 11/4" DIA I I(BS) I I ----------------------- 2.81 =--------- I ----------------------------------------—----- -------------------—-----------------------------------------------------—----- I COL I P I I S T R U.T S— T Y P E / F O R C E I I # I FORCE I BAY #2 I. BAY #0 I BAY #0 'I •BAY #0 I BAY #0 I --------------------—------------------—--------------- I FS I .8973 I STANDARD —-—--------—------------ I IEAVE I I 3.14 I ------------------------------------------------------------------------------- 12 I 2.2460 I CL — 1 I I I I 2.25 ------------------------------------------------------------------------------- 13 I 2.2460 I CL — 1 I I I I 2.25 I ----- -------------—---------------------------------------------------------- IBS 1 .8973 1 STANDARD I EAVE --------------,----------------------------------------------------------------- I e • i , t 1 JOB NUMBER : 227652 +** +** BRACAM DESIGN WCING *** ++* PAGE 3 +** FRONTSIDE *•* --------------------------C----B- I TIER R------ N-G-_-S-I-----,-T-----S--------------- I 0 N WALL I SPACING I' BAY #2 I BAY #0 I BAY #0 I BAY #0 I BAY #0 --------------------------------------- FS 14.000011/4" DIA - ----------------- ---------------------- ------ ------------ ------------------------------------------------------------- 3.70 *** BACKSIDE ------------------------------------------------------------------------------- I TIER I 'C' B R A C I N Gf- S I Z E/ T E N S I G N . I IWALL I SPACING I BAY #2 I BAY #0 I BAY,#0 ------------------------------------- I BAY #0 I BAY #0 .I ------------------------------------------ BS I 14.0000 11/4" DIA I I I I 3.70 I *+* LEFT ENDWALL +*+ -------------------------------------------------_------------------------------ I I TIER I' 'C' B R A C I N G - S I Z E/ T E N S I 0 N I IWALL I SPACING I BAY #1 I BAY #0 I BAY #0 I BAY #0 I BAY #0 I --------=---------------------------------------------------------------------- LE I' 11.1915 11/4" DIA I I I I ------------------------------------------------------------------------------- 1.56 I +++ RIGHT ENDWALL *** ------------------------------------------------------------------------------- TIER I 'C' B R A C I N G- S I Z E/ T E N S I O N IWALL I SPACING I BAY #1 I BAY #0 I BAY #0 I BAY #0 I BAY #0 I -7----------------------------------------------------------------------------- RE I 11.1915 11/4"DIA I I I ----- ------------------------------------------------------------------------ 1.56 Filename = C:\DsnLib\Express\227652.nif +-----=-----------------------------+ Synercom Design Rigid Frame Analysis and Design Software NCI Building Systems, L.P. +--=----------------------------------------+ Exe Version - 1.0.8.6 Exe Path - C:\PROGRA-1\NCIMAI-2\NCIFRA-1.EXE Run Started At - 11/30/2005 15:12:37 RUN IDENTIFICATION Title - 227652 - P,REMIER BUILDING SYSTEMS Engineer - SC Protect - Reference Date - 11/30/2005 Input Type - Macro Frame Type - Rigid Frame Frame Shape ' Gable Frame Symmetry - Yes Frame Line - 2-3 RUN OPTIONS Mode of Operation - Analysis Unity Check Range 0.900 to 1.030 Maximum Segment Size - 2.000 FT Coef. of Linear Expansion-•0,0000065000/DEG.F t Modulus of Elasticity, E - 29000000. PSI Flange Brace Removal - No Web Stiffeners Allowed - No Minimum No. of Anchor,Bolts - 4 REPORT OPTIONS Design Data Report Anchor Bolts and Connections Flange Brace Report Design Summary Report With Deflections Frame Weights Report Section Failure Summary Report Write Detailing Data to NIF File COMMAND LINE OPTIONS' /I C:\PROGRA-1\NCIMAI-2\18436968.nif /0 C:\PROGRA-1\NCIMAI-2\18436968.dso /U /D /P C:\PROGRA-1\NCIMAI-2\18436921.sov } NACR0 INPI PR0CESSI'NG NCI Building Systems, L.P. Cycle 1 227652 - PREMIER BUILDING SYSTEMS 11/30/2005 OVERALL FRAME INFORMATION Total Building Width - 50.000 FT Distance to Ridge 25. 000 FT ' No. of Interior Columns - 0 No, of Rafters - 2 Purlin,ProJection, - 8.250 IN FRONT ROOF Roof Slope - 1.000 on 12 Rafter No.s - 1 to 1 No. of Purlins - 5 Purlin Locations and Bracing (Ridge Down)... 1- 1.27 2- 5.00 B 3- 10,00 4- 15.00 B 5- 20.00 B. BACK ROOF ` Roof Slope - -1.000 on 12 Rafter No.s - 2 to 2 No. of Purlins - 5 ; Purlin Locations,and Bracing (Ridge Down).,. 1- 1.27 2- 5.00 B 3- 10.00 4- 15.00 B 5- 20.00 B MODULE WIDTHS ' 50.000 FRONT EXTERIOR COLUMN Eave Wall Girt Base Mid Mid Knee Base Temp Base Base Height Slope Prot Depth Depth Dist, Depth Settle Diff D1spl Cond Kx 14.000 0.000 8.250 7.500 0.000 0.000 15.000 0.00 0.00 0.00 P 1,50 FRONT SIDEWALL GIRT AND BRACE LOCATIONS 7.333 B FRONT EXTERIOR COLUMN PLATES Section OF Plates `Web Plates IF Plates FyFlg FyWeb - 1 5B 5B 6G W1 W1 WG 5B 5B 6G 55.00 46.00 RAFTER 1 AT LEFT KNEE Start S Depth S Depth S Depth S 'Depth S . Depth S Depth S Depth S Depth S Depth S End S Temp Num Depth p 2 p 3 p 4 p 5 p 6 p 7 p 8 p 9 p 10 p Depth p Diff Kx Sec 15.00(3) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( 15.00(5) 0.00 1.00 1 Section OF Plates Web Plates IF Plates FyFlg FYWeb Length 1 5B 5B 6G W1 W1 WG 5B 5B 6G 55:00 46.00 0.00 FRONT ROOF -PURLINS FALLING ON RAFTER 1: 1- - 5 RIDGE TO COLUMN RAFTER 2 Start S .Depth S Depth S Depth S Depth S Depth S Depth S Depth S Depth S Depth S End S - Temp Num Depth p 2 p 3 p 4 p 5 p 6 p 7 p 8 p 9 p 10 p Depth p Diff Kx Sec 15.00(5) 0.00( ) 0.00(•) 0.00( ) 0.00( ) 0.00( ) 0,00( ) 0.00( ) 0.00( ) 0.000 15.00(3) 0.00 1.00 1 Section OF Plates Web Plates IF Plates FyFlg FyWeb Length •1 5B 5B 6G W1 W1 WG 5B 5B 6G 55.00 46.00 0.00 BACK ROOF PURLINS FALLING ON RAFTER 2: 1 -. 5 MACRO INPU PROCESSING , NCI Building Systems, L.P. Cycle 1 227652 - PREMIER BUILDING SYSTEMS 11/30/2005 BACK EXTERIOR COLUMN Eave Wall Girt Base Mid Mid Knee Base Temp Base Base Height Slope Prot Depth Depth Dist, Depth Settle Diff Displ Cond Kx 14.000 0.000 8.250 7.500 0.000 0.000 15.000 0.00 0.00 0,00 P 1,50 BACK SIDEWALL GIRT AND BRACE LOCATIONS 7.333 B - BACK EXTERIOR COLUMN PLATES Section OF Plates Web Plates IF Plates FyFlg FyWeb 1 5B 5B 6G • W1 W1 WG 5B 5B 6G 55.00 46.00 MEMBER LOADS JS JE Group System Dir Type Distance Length. SIntens EIntens , 2 1 EL GLOB X CONC 0,000 _0.000 1.00000 0.00000 2 1 ER GLOB X CONC 0.000 0.000 -1,00000 0.00000 . FRAME LOADS Surface Group System Dir Type Distance Length SIntens EIntens FRO DL FRAME G. UNIF 0.000 0.000 0.04000 0.04000 BRO DL FRAME G UNIF 0.000 0.000 0.04000 0.04000 FRO LL FRAME G UNIF 0,000 0.000 0.24000 0.24000 BRO LL FRAME G UNIF 0.000 "0.000, '0.24000 0.24000 FSW WLL FRAME -N • UNIF 0.000 0.000 0.20570 0.20570 FRO WLL FRAME N UNIF 0.000 0,000 -0.17999 -0.17999 BRO WLL FRAME N UNIF 0.000 0.000 -0.17999 -0.17999 BSW WLL FRAME N UNIF 0.000 ' 0.000 -0.12856 -0.12856 FSW WLR FRAME N UNIF 0,000 0.000 -0.12856 -0.12856 FRO WLR FRAME N UNIF 0.000 0,000 -0.17999 -0.17999 BRO WLR FRAME N UNIF 0.000 0.000 -0.17999 -0.17999 BSW WLR FRAME N UNIF 0.000 0.000 0.20570 0.20570 GENERATED FRAME WEIGHT LOADS . JS JE Group System Dir Type" Distance Length . SIntens EIntens 1 2 DL GLOB Y UNIF 0.000 0,000 L0.01374 -0.01374 DLWT 2 3 DL GLOB Y UNIF 0,000 0.000 -0.01537 -0.01537 DLWT 3 4 DL GLOB Y UNIF 0:000 0.000 -0.01537 -0,01537 DLWT 5 4 DL GLOB Y UNIF 0.000 , 0.000 -0.01374 -0.01374 DLWT LOAD COMBINATIONS 1 M 1.000 100. DL DL 2 M 1.000 100, DL 100. LL DL + LL 3 M 1,333 100. DL 100. WLL DL + WLL 4 M 1.333 100. DL 100. WLR DL + WLR 5 M 1.333 90. DL 100. EL 0.9`DL +.EL/1.4 6 M 1.333 90. DL 100, ER 0,9"DL + ER/1.4 '' �F A'ME' DESIGN 'DATA NCI Building Systems, L:P. ' • ` Page 1 -227652 - PREMIER BUILDING SYSTEMS w ].1%30/2005 --------------------7--------------------------------------------------------7----------------------7------------------- FRAME GEOMETRY ' -----=------------------------------------------------------------------------------------------------------------------ Frame•Type.................. Rigid Frame Frame Shape . ........:..... Gable Building Width ............. 50.00 FT No. of Modules 1 Module Widths (FT) ......... 50.00 Gable Distance •25.00 FT , Front Eave Height ........... 14.00 FT Front Column Base Offset ... 0.00 FT Front Column Slope ....."... 0.00 /12 Front Roof Slope .......I..' 1.00 /12 R Back Roof Slope ........... -1.00 /12 Back Eave Height .....:..... 14.00 FT Back Column Base Offset, ... 0.00 FT Back Column Slope 0.00 /12 Front Girt Projection ...... 8.25 IN ,Back Girt Projection ...... 8.25 IN Purlin Projection .......... 8.25 IN , -------------------------------------------'----------------------------------------------------------------------------- LOADING PARAMETERS --------------------------- 7 -------------- ------------------------------------------------------------------------------ .Building Code UBC 1997• Building Length ............ 60.00 FT, Tributary Width ............ .20.00 FT. Dead Load Rate ............. 2.00 PSF Live Load Rate ............. 20.00 PSF Tributary Area Reduction ... Yes , Collateral Load Rate ....... 0.00 PSF Ground Snow Load Rate ...... 0.00 PSF Min Roof Snow Load Rate .... 0.00 PSF Snow Importance Factor ..... 1.00 - Snow Exposure Factor ....... 1.00 Snow Thermal Factor ........ 1.00 ' Unobstructed Roof .......... No Wind Speed ................. 90.00 MPH Wind Pressure .............. 12.86 PSF Wind Exposure .............. B Building Enclosure ......... Enclosed Wind Importance Factor ..... 1.00 Wind Topographical Factor .. 1.00 Front Canopy Projection .... 0.00 FT Back Canopy Projection ..... 0.00 FT Use End Zone Coefficients... No' s F�ME DESIGN DATA • NCI Building Systems, L.P. Page 2 227652 - PREMIER BUILDING SYSTEMS 11/30/2005 ------------------------------------------------------=---------------------------------------------=------------------- WIND COEFFICIENTS -------------------------------------7---------------------------------------------------------------------------------- ---- Windward ---- ----- Leeward ---- Case Wall Canopy Roof Roof Canopy Wall -----------------=------------------------------- 1 0.8 71.2 -0.7 -0.7 -1.2 -0.5 ------------------------------------------------------------------------------------------------------------------------ LOADING DOCUMENTATION ------= =--------------------------------------------------------------------------------------------------------------- Input Length = 60.0 feet Input Trib Width = 20.0 feet Input Dead Load = 2.0000 psf Input Collateral Load = 0.0000 psf Input Live Load = 20.0000 psf Tributary Reduction Allowed: True Input Ground Snow = 0.0000 psf Dead Load = 2,0000 psf Live Load = 12.0000 psf " Input Wind Speed = 90.0000 mph Input Wind Importance = 1.0000 , Base Wind Pressure = 12.8563 psf f Left Windward Wall Case 1 0.8000 ' Left Windward Canopy -Case 1 = -1.2000 Left Windward Roof Case 1 = -0.7000 Left Leeward Roof Case 1 = -0.7000 ,Left Leeward Canopy Case'1 = -1.2000 Left Leeward Wall Case 1 = -0.5000 Right Windward Wall Cased = 0.8000 Right Windward Canopy Case 1 =.-1.2000 Right Windward Roof Case 1 = -0.7000 Right Leeward°Roof Case 1 = -0.7000 Right Leeward Canopy Case 1 = -1.2000 Right Leeward Wall,Case 1 = -0.5000 ------------------------------------------------ ----------------------------------------------------------------------- LOAD COMBINATIONS ------------------------------------------------------------------------------------------------------------------------ 1 M 1.000 DL ' 2 M 1.000 DL + LL 3 M 1.333 DL + WLL - 4 M 1.333 DL + WLR . 5 M 1.333 0.94DL + EL/1.4• ' 6 M 1.333 0.9"DL + ER/1.4 DESN SUMMARY REPORT NCI Building Systems, L.P. 16 227652 - PREMIER BUILDING SYSTEMS --------------------------------------------------------------------------------- Frame Reactions and Deflections - Load Combination 1 - DL Section Member Vertical 'Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ ------ ------ -------- -------- -------- -------- 1 1 1.540 0.663 0.000 0.000 0.000 2 2 -0.001 -0.029 3 3 -0.368 0.000 4 4 -0.001 0.029 5 5 1.540 -0.663 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 2 - DL + LL Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS)* '(KIPS) (KIP -FT) (IN) (IN) ------ ------ ----=--- -------- -------- -------- -------- 1 1 7.540 3.524 0.000 0.000 0.000 .2 2 -0.006 -0.155 3 _ 3 -1.960 0.000 4 4 -0.006 .0.155 5 5 7.540 '-3.524 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 3 - DL + WLL Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction ` 'Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ -------------- ----------------- ------ -------- 1 1 -3.642 -4.071 0.000 0.000 0.000 2 2 -0.022 1.070 3 3 0.854 1.000 4 4 0.027 0.934 5 5 -2.276 -0.608 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 4 - DL + WLR Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number . (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ ------ -------- -------- -------- -------- -------- 1 1 -2.276 0.608 0.000 0.000 0.000 2 2 0.027 -0.934 3 3 0.854 -1.000 4 4 -0.022 -1.070 5 5 -3.642 4.071 0.000 0.000• 0.000 --------------------------------------------------------------------------------- . Page 1 11/30/2005 DESN SUMMARY REPORT NCI Building Systems, L.P. 16 227652 - PREMIER BUILDING SYSTEMS -------------------------------------------------------------------------------- Frame Reactions and Deflections - Load Combination 5 - 0.9`DL + EL/1.4 Section Member -Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) '(KIPS) (KIP -FT) (IN) PIM ------ ------ -------- -------- -------- -------- -------- 1 1 1.120 0.066 0.000 0.000 0.000 2 2 -0.010 0.330 3 3 -0.311 0.353 4 4 0.008 0.377 5 5 1.653 -1.066 , 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 6 - 0.9"DL + ER/1.4 Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ ------------------------------ ------ -------- 1 1 1.653 1.128 0.000 0.000 0.000 2 2 0.008 -0.382 3 3 -0.351 -0.353 4 4'-0.010 -0.325 _ f 5 5 1.120 -0.128 0.000 0.000 0.000 -------------------------------------------------------------------------------- 4 f .f • Page 2, 11/30/2005 --------------------------- . t ------------------------------- • DEN SUMMARY REPORT v NCI Building Systems, L.P. • Page 3 227652 - PREMIER BUILDING SYSTEMS 11/30/2005 '------------------------------=-----------------------=----------------------------------------------------------------- EXT.COLUMN 1- 2 Length 12.78 FT Member Angle 88.53 Deg Temp Diff 0. DEG.F Releases 0 Weight 176. LB Section Length Yield• No. Segment Web Depth Web Depth Outer Flange - Web Max Comb at Load No. (FT) Flg Web Seg Size Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1' 12.18 55. 46. 7 1.74 FT 7.50 IN 15.00 IN 5.000 x 0.2500 0.1345 5.000 x 0.2500 0.738 12.2 FT 2 (Controlling Actions) ' Axial --Allowable Stresses-- --Maximum Stresses--- --Unity Check Components-- -----Web Shear----- D Section Force Moment Fa FbO FbI Axial FbO FbI Outer F1. Inner F1, Load Force Allow. - No. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) '(KSI) (KSI) (KSI) Axial Bending Bending Cond (KIPSH KIPS) T 1 7.46 -40.59 ' 19.62 33.00 31.53 1.65 -20.60 20.60 0.08 0.62 0.65 2 -3.33 13.49 -------------------------------------------------------------- ------- -------------------------------------------------- RAFTER 2- 3 Length 23.73 FT Member Angle 4.76 Deg Temp Diff 0. DEG.F Releases 0 Weight 365. LB Section Length Yield No, Segment Web Depth Web Depth Outer Flange Web Max Comb at Load No. (FT) Fig Web Seg • Size Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1 .23.15 55. 46. 12 1.93 FT 15.00'IN 15.00 IN 5.000 x 0.2500 0.1345 5.000 x 0.2500 0.669 0.6 FT 2 (Controlling Actions) Axial --Allowable Stresses-- --Maximum Stresses— --Unity Check Components-- -----Web Shear----- D Section Force Moment Fa FbO FbI Axial FbO FbI Outer F1. Inner F1. Load Force Allow. - No. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) Axial Bending Bending Cond (KIPS) (KIPS) T 1 4.08 -39.01 21.98 33.00 31.56 0.90 -19.81 19.81 0.04 0.60 0.63 2 6.50 13.49 ------------------------------------------------------------------------------------------------------------------------ RAFTER 3- 4 Length 23.73 FT Member Angle -4.76 Deg Temp Diff 0. DEG.F Releases 0 Weight 365. LB Section Length Yield No. Segment Web Depth Web Depth Outer Flange Web Max Comb at Load No.. (FT) Flg Web Seg Size 'Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1 23.15 55. 46. 12 1.93 FT 15.00 IN 15.00 IN 5.000 x 0.2500 0.1345 5.000 x 0.2500 0.669 23.2 FT 2 (Controlling Actions) Axial -Allowable Stresses-- Moximum,Stresses--- --Unity Check Components-- -----Web Shear----- D Section Force Moment" Fa FbO FbI Axial FbO FbI Outer F1. Inner F1. Load Force Allow. - No. (KIPS) (KIP -FT) (KSI) ' (KSI) (KSI) (KSI) (KSI) (KSI) Axial Bending Bending Cond (KIPS) (KIPS) T 1 4.08 -39.01 21.98 33.00 31.56 0.90 19.81 19.81 0.04 0.60 0.63 2 -6.50 13.49 ------------------------------------------------------------------------------------------------------------------------ t, R • y ' DES N -SUMMARY, REPORT NCI Building Systems, L.P. • Page 4 227652 - PREMIER BUILDING SYSTEMS 11/30/2005 ------------------------------ =-------------------------------------------------------------------------'-------------- EXT,COLUMN 5- 4 Length 12.78 FT Member Angle 91.47 Deg Temp Diff 0. DEG.F Releases 0 Weight 176, LB Section Length Yield No.,Segment Web Depth Web Depth Outer Flange Web Max Comb at Load No. (FT) Flg Web Seg Size Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1 12.18 55:46. 7 1.74 FT 7.50 IN 15.00 IN 5.000 x 0.2500 0.1345 5.000 x 0.2500 0.738 12.2 FT 2 (Controlling Actions) Axial --Allowable Stresses-- --Maximum Stresses— --Unity Check Components-- -----Web Shear----- D Section Force Moment Fa FbO FbI Axial FbO FbI Outer F1, Inner F1, Load Force Allow, - No. (KIPS) (KIP -FT) (KSI)• (KSI) • (KSI) (KSI) (KSI) (KSI) Axial Bending - Bending Cond (KIPS) (KIPS) T 1 7.46 -40.59 19.62 33.00 31.53 1.65 -20.60 20.60 0.08 0.62 0;65 2 -3.33 13.49. ------------------------------------------------------------------------------------------------------------------------ a ' Frame Weight (excluding connections,..clips and flange braces) is, 1081 LB , �7 FLfGE BRACE REPORT • NCI Building Systems, L.P. Page 1 227652 -PREMIER BUILDINGSYSTEMS11/30/2005 Flange Brace Removal Option: OFF ---------------------------------------------------------------------------------------------------------------------- COLUMN 1 - 2 Girts located'at 1.33FT Braced at B • RAFTER 2 - 3 Purlins located at 3,66FT 8.68FT 13.7OFT 18.72FT 22,46FT 23.74FT Braced at B B B B RAFTER 3 - 4 Purlins located at 1.28FT 5,02FT 10,03FT 15,05FT 20,07FT 23.74FT Braced at B B B B COLUMN 5 - 4 Girts located at 7. FT Braced at B ---------------------------------------------------------------------------------------------------------------------- •t d - ' ' A'NCH0R BOLTS,6N D.00NNE,CTI0N'S REPORT • -NCI Building Systems; L.P. Page 1 227652 - PREMIER BUILDING SYSTEMS ----------------------------------------------------------------7----------------------------------------- 11/30/2005 SUPPORT JOINT 1 -- EXTERIOR COLUMN COLUMN BASE SIZES ---------------------------------- 0•A. SECTION DEPTH ....... 8.0000 (IN) OUTER FLANGE WIDTH .,...... 5.0000 (IN) `. INNER FLANGE WIDTH ....... 5.0000 (IN) CRITICAL FORCES FOR LOAD CASES LOAD CRITICAL FORCES FOR LOAD CASES LOAD WITH NO ALLOWABLE STRESS INCREASE CASE WITH ALLOWABLE STRESS INCREASE CASE --------------------------------- ---- SHEAR •.....•.•... 3.524 (KIPS) 2 --------------------------------- ---- SHEAR ............. 4.071 (KIPS) 3 TENSION ........... 0.000 (KIPS) 0 TENSION .•.....•.. 3.642 (KIPS) 3 COMPRESSION ...... 7.540 (KIPS) 2 COMPRESSION ...... 1.653 (KIPS) 6 SHEAR & TENS ..... 0.000 (KIPS) 0 SHEAR & TENS ..... 10.971 (KIPS) 3 PINNED BASE CONNECTION DESIGN RESULTS: Successful Design ALLOWABLE WIND/SEISMIC ALLOWABLE SHEAR .....,••••.. 12.149 (KIPS) SHEAR ......•..••....... 16.159 (KIPS) TENSION (acting alone),% 23.440 (KIPS) TENSION (acting alone).. 31.175 (KIPS) COMPRESSION ............ 53.550 (KIPS) COMPRESSION ............. 53.550 (KIPS) ANCHOR BOLTS (A307) BASE PLATE -------=------------------------------- QTY AND DIAMETER •.•.. ( 4) 0.6250 (IN) • --------------------------------------- PLATE WIDTH ...•.•.•...... 6.0000 (IN) INTERIOR PITCH ............. 3.0000 (IN) PLATE THICKNESS .......... 0.3750 (IN) TYPICAL GAUGE ..•.......... 3.0000 (IN) PLATE LENGTH ..•••......•. 8.5000 (IN) DISTANCE TO FIRST ROW ..... 2.5000 (IN) ---------------------------------------------------------------------------------------------------------- 1 ' ANCHOR B0LTSJND CONNECTIONS REPORT • -NCI Building Systems, L.P. Page 2 227652 - PREMIER BUILDING SYSTEMS - ------------------------ ---------------------------------------------------------------------------------- 11/30/2005 SUPPORT JOINT 5 -- EXTERIOR COLUMN COLUMN BASE SIZES ------------------------- -------------- O.A. SECTION DEPTH ....... 8.0000 (IN) OUTER FLANGE WIDTH ....... 5.0000 (IN) INNER FLANGE WIDTH ....... 5.0000 (IN) CRITICAL'FORCES FOR LOAD CASES LOAD CRITICAL FORCES FOR LOAD CASES LOAD WITH NO ALLOWABLE STRESS"INCREASE CASE • WITH ALLOWABLE STRESS•INCREASE CASE --------------------------------- ---- SHEAR ............ .3.524 (KIPS) 2 --------------------------------- ---- SHEAR ............ '4.071 (KIPS) 4 TENSION .......... 0.000 (KIPS) 0 TENSION .......... 3.642 (KIPS) 4 COMPRESSION ...... 7.540 (KIPS) 2 COMPRESSION ...... 1.653 (KIPS) 5 SHEAR & TENS ..... 0.000 (KIPS) 0 SHEAR & TENS ..... 10.971 (KIPS) 4 PINNED BASE CONNECTION DESIGN RESULTS: Successful Design ALLOWABLE WIND/SEISMIC ALLOWABLE ---------- ---------------------------- SHEAR .................. 12.149 (KIPS) --------------------------------------- SHEAR .................. 16.159 (KIPS) TENSION (acting alone).. 23.440 (KIPS) TENSION (acting alone).. 31.175 (KIPS) COMPRESSION ..:......... 53.550 (KIPS) COMPRESSION ............ 53.550 (KIPS) ANCHOR BOLTS (A307) BASE PLATE -----------=--------------------------- OTY AND DIAMETER ..... ( 4) 0.6250 (IN) --------------------------------------- PLATE WIDTH .............. 6.0000 (IN) INTERIOR,PITCH :........... 3.0000 (IN) PLATE THICKNESS .......... 0.3750 (IN) TYPICAL GAUGE ............. 3.0000 (IN) PLATE LENGTH .............• 8.5000 (IN) DISTANCE TO FIRST ROW ..... 2.5000 (IN) ---------------------------------------------------------------------------------------------------------- f , ANCHOR B0LTSIOND CONNECTIONS REPORT -NCI Building Systems, L.P, Page 3 227652 - PREMIER BUILDING SYSTEMS ---------------------------------------------------------------------------------------------------------- 11/30/2005 CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH1: VERTICAL KNEE SPLICE (3) OUTER FLANGE: EXTENDED (1 ROW OUTSIDE OF THE FLANGE) , INNER FLANGE: EXTENDED (1 ROW OUTSIDE OF THE FLANGE) ---------CONNECTION PLATE--------- --EDGE DISTANCE-- --BOLT QTY & DIAMETER -- WIDTH THICK. ' LENGTH YIELD OUT.FLG IN. FLG PITCH GAUGE OUTER FLG, INNER FLG. BOLT (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN) (IN) ----- (IN) TYPE ------- ------- 5.0000 . 0.3750 -------- ------ 19.5625 55.0 -------------- - 0.8750 0.8750 ------------------ 4.0000 3.0000 ( 4) 0.6250 ----------- ---- ( 4) 0,6250 A325 DESIGN WEB --FLANGE WIDTH-- --FLANGE THICK. -- DEPTH THICK. OUTER INNER OUTER INNER SEGMENT (IN) . (IN) (IN) (IN) (IN) (IN) ------- -------- LEFT 15.0000 ------- ------- 0.1345 5.0000 ------- ------- 5.0000 0.2500 ------- 0.2500 RIGHT 15.0000 0.1345' 5.0000 5.0000 0,2500 0.2500 DESIGN DATA: ! BOLT BOLT ADJUSTED ASSOCIATED PRYING RUPTURE YIELD MOMENT SHEAR LOAD FORCE ALLOW ALLOW' FLANGE (KIP -FT) (KIPS) . COND (KIPS) (KIP -FT) (KIP -FT) RESULTS -------------- OUTER 36.381 ----- ----- ------ 6,501 2 --------------- :4.171 51,179 -------- --------------- --------------------- 46.763 Successful Design INNER 33.225 ---------------------------------------------------------------------------------------------------------- 3,446 3 4.736 53.531 48,040 Successful Design Y t ANCHOR'BOLTS ND CONNECTIONS REPORT 'Rage =NCI Building,Systems, L.P. 4 227652 = PREMIER BUILDING SYSTEMS 11/30/2005 ---------------------------------------------------------------------------------------------------------- n a CONNECTION DESIGN DATA -FOR MEMBER 2- 3 AT DEPTH 11: RIDGE SPLICE (5) OUTER FLANGE: EXTENDED (1 ROW OUTSIDE OF THE FLANGE) INNER FLANGE: EXTENDED (1 ROW OUTSIDE OF THE FLANGE) " ---------CONNECTION PLATE--------- --EDGE DISTANCE-- --BOLT QTY & DIAMETER -- WIDTH THICK, "LENGTH YIELD OUT.FLG 'IN. FLG PITCH GAUGE OUTER FLG. INNER FLG. BOLT (IN) (IN) (IN) (KSI) (IN)� ' (IN). (IN) (IN)', (IN) (IN) TYPE ------- ------- -------- ------ 5.0000 0,3750 19.5625 * 55.0• -------------- ------- 0.8750, 0.8750 ------------------ 4.0000 3.0000 ( 4) 0.6250 ----------- ---- ( 4) 0.6250 A325t DESIGN WEB --FLANGE WIDTH-- --FLANGE THICK, -- DEPTH THICK. OUTER INNER OUTER INNER SEGMENT (IN) (IN) (IN) (IN) (IN)-' (IN) ------- -------- ------- ------- LEFT 15.0000 0.1345 5.0000 ------- ------- 5.0000 0.2500 0.2500 RIGHT 15.0000 0.1345 5.0000 5.0000 0.2500 0.2500 , ' DESIGN DATA: ' BOLT BOLT ' ADJUSTED ASSOCIATED PRYING RUPTURE YIELD MOMENT SHEAR LOAD FORCE ALLOW ALLOW FLANGE (KIP -FT) (KIPS) GOND (KIPS) (KIP -FT) (K.IP-FT) RESULTS OUTER 27.083 0.811, 4 0.000 63.901 48.040 Successful Design " INNER 30.573 0.293 2 0.000 60.946 46.763 Successful Design ---------------------------------------------------------------------------------------------------------- . E f W ' 1 ANCHOR BOLTS AND CONNECTIONS REPORT w *age5 =NCI Building Systems, L.P. 227652 - PREMIER BUILDING SYSTEMS ----------------------------7------------------------------------------=---------------------------------- 11/30/2005 CONNECTION DESIGN DATA FOR MEMBER 3- 4 AT DEPTH 1: RIDGE SPLICE (5) OUTER FLANGE: EXTENDED'(1 ROW OUTSIDE OF THE FLANGE) + INNER,FLANGE: EXTENDED (1 ROW OUTSIDE OF THE FLANGE) ---------CONNECTION PLATE--------- --EDGE DISTANCE-- --BOLT OTY & DIAMETER -- WIDTH THICK. LENGTH YIELD OUT.FLG IN. FLG PITCH GAUGE OUTER FLG. INNER FLG. BOLT (IN) (IN) (IN) (KSI) (IN) (IN). (IN) (IN) (IN) (IN) TYPE . 5.0000 0.3750 19.5625 55.0 0.8750 0.8750 4.0000 3.0000 ( 4) 0.6250 ( 4) 0.6250 A325 DESIGN WEB --FLANGE WIDTH;- --FLANGE THICK. -- DEPTH THICK. . OUTER INNER OUTER INNER SEGMENT (IN) (IN) (IN)- (IN) (IN) '(IN) ------- -------- LEFT 15.0000 ------- ------- 0:1345 5.0000 ------- 5.0000 ------- 0.2500 ------- 0.2500 RIGHT 15.0000 0.1345 5.0000 5.0000 0.2500 0.2500, DESIGN DATA: BOLT BOLT ADJUSTED ASSOCIATED PRYING RUPTURE YIELD MOMENT SHEAR LOAD FORCE ALLOW ALLOW FLANGE (KIP-FT) (KIPS) COND (KIPS) (KIP -FT) (KIP -FT) RESULTS ------------------------ OUTER, 27.083 ------ 0.811 3 ------- 0.000 -------- 63.901 -------- ------------------------------------ 48.040 Successful Design INNER 30.573 --------------------------------------------------------------=----"-------------------------------------- 0.293 2 0.000 60.946 46.763 Successful Design w ANCHOR BOLTS AND.,C0NNECTI0NS REPORT • .' *age NCI Building Systems, L.P, ' 6 227652 -,PREMIER BUILDING SYSTEMS ----------------------------------------------------=----------------------------------------------------- 11/30/2005 CONNECTION DESIGN DATA FOR MEMBER 3- 4 AT DEPTH 11: VERTICAL KNEE SPLICE (3) OUTER FLANGE: EXTENDED (1 ROW OUTSIDE OF THE FLANGE) INNER FLANGE: EXTENDED (1 ROW OUTSIDE OF THE FLANGE) ---------CONNECTION PLATE--------- --EDGE DISTANCE-- --BOLT OTY & DIAMETER -- WIDTH THICK. LENGTH YIELD OUT.FLG IN. FLG PITCH GAUGE OUTER FLG, INNER FLG. BOLT (IN) (IN) ------- ------- -------- (IN) (KSI) ------ (IN) (IN) (IN) (IN) (IN) (IN) TYPE 5.0000 0.3750 19.5625 55.0 ------- 0.8750 ------------ 0.8750 --------=----------- 4.0000 3.0000 ( 4) 0.6250 ----------- ---- ( 4) 0.6250 A325 DESIGN . WEB --FLANGE WIDTH-- --FLANGE THICK. -- DEPTH THICK. OUTER INNER OUTER INNER SEGMENT (IN) (IN) (IN) (IN) (IN) (IN) - - - - - - - -------- LEFT 15.0000 - - - - - - - 0.1345 - - - - - - - 5.0000 -=----- 5.000 --=---- -b.2500 ------- 0.2500 RIGHT 15.000 0.1345 5.000 5.000 0.250 0.250 DESIGN DATA:- BOLT BOLT . ADJUSTED ASSOCIATED PRYING RUPTURE. `YIELD MOMENT SHEAR LOAD FORCE ALLOW ALLOW FLANGE (KIP -FT) (KIPS) GOND (KIPS) (KIP -FT) (KIP -FT) RESULTS t OUTER 36.381 6.501 2 4.171 51.179 46.763 Successful Design INNER 33.225 3.446 4 4.736 53.531 ' 48.040 Successful Design ----------------------------------------------------=----------------------------------------------------- Job Number: 227652 At: 2-3 - By: SC Nov 30, 2005 C:\DsnLib\Express\227652 Page: 1 of 1 Hor + + Moment + Frame Reaction Schematic all reactions are in kips. 1 kip = 1,000pounds.) Load Combination Grid Ver Hor Mom Load Combination Grid Ver.. Hor Mom DL A 1.5 0.7 0.0 DL B 1.5 -0.7 0.0 - DL + LL A 7.5 3.5 0.0 DL + LL B .7.5 -3.5 -0.0 DL + WLL A -3.6 -4.1 0.0 - DL + WLL * - B -2.3 -0.6 0.0 DL + WLR A -2.3 0.6 0.0 DL + WLR B -3.6 4.1 0.0 - 0.9*DL + EU1.4 A 1.1 0.1 0.0 r 0.9*DL + EU1.4 B 1.7 -1.1 0.0 0.9*DL + ER/1.4 A 1.7 1.1 0.0 0.9*DL + ER/1.4 B 1.1 -0.1 0.0 Nov 30, 2005 C:\DsnLib\Express\227652 Page: 1 of 1 Butte County Department of Development Se ADMINISTRATION * BUILDING * GIS * PLANNING C010 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile April 21, 2004 Bruce and Evelyn A. Smith 5501 Market Street Chico, CA 95973-8924 RE: Butte County Code Violation 9156 Holland Avenue, Durham AN: 040-280-109 Dear Bruce and Evelyn Smith: The' Butte County Department of Development Services, Code Enforcement section has determined by inspection'and research that there are currently code violations present on your property at the above - referenced location. Specifically, the violations include: 1. The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. This is an advisory notice that these uses are in violation of the Butte County Code, as follows: Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code, Chapter 24, Section 24-90 - The A-10 (Agricultural, 10 -acre minimum parcel) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the A-10 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, . Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. Bruce and Evelyn Smith AP#: 040-280-109 April 21, 2004 Page 2 2. Butte County Code, Chanter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. It is the County's'goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction action: 1: Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. 2. Remove all inoperable/junk vehicles from the property. - You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number'listed above. Sincerely, Gary Brown Lead Code Enforcement Officer GB:glb , cc: Department of Development Services, Code Enforcement BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING OLA b- OCII OWNERPHONE e- S I+ NO: 53a OWNER'S A DRSS ,- VGt Irl LOC TION OF BUILDING CA Y\ li USE OF BUILDING SIZE OF STRUCTURE 3 � ,, 0' �' X _ --�-ZZ40. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEI CONCRETE OTHER (Specify) TYPE OF SIDING M01u+ ROOF VETNG FLOOR TYPE D k r� ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT Iif1�Vr/ " SIDES f17f y"14 1 REAR;Mil%f AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in a ect at that time and before occupancy. Date LA -7-5 -O L4 Signature of Owner Permit Fee -$109.98 The above described AG Building is exempt from a building permit. Receipt No. FLO D PEAR L P.D/ ROOF (SSU Manager Building/ (vision By Date 1 White —DPW, Yellow —Assessor, Pink — B. L, Goldenrod —Applicant ! nl $� 10, �y 1 I 0-28-q IEDA HART MARTIN 9156 Holland Avenue, Durh r PermitY3417-86B,P,E1.(new si family) 1 -- 40-28—lv Permit �873-87B ( ue fnr RL'7 7-4G /cn� LESLEY COLE w/s Goodspeed Ave., 1 block S. of /) • ,5erviss St., Durham - - Permit# 1944-�75P,yE( . /util, MH) ELEC.�7/o?C��. APLAINT TO INSPECTOR GAS_.._X5- Znc( C*• SUPPORT STR CT E REa. gllslay COMPACTION, TEST E.I.Q. Permit 2017-75 MHI kONTR: Kentwood MH Sales-, Chico t ISSUED -�!- 0-28-q IEDA HART MARTIN 9156 Holland Avenue, Durh r PermitY3417-86B,P,E1.(new si family) 1 -- 40-28—lv Permit �873-87B ( ue fnr RL'7 7-4G /cn� BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM ` This informs' tion is not available to the public!!!!!!!. DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: CQ Phone Number: C,-3 L13 The above information is not available to the public!!!!!!! m April 8, 2004 Per Michael Vieira, Evelyn Smith (040-280-109) can use the semi -truck trailers for Ag use on her property. She can use them to move fertilizer, farm implements, etc around her property. For storage purposes she can use shipping containers but they cannot be placed in -the setback. Kim L { i+ PERMIT NO. 3417-86B,E, ,PM jIL ,,j w t ' FtRMIT EXPIRES- OWNER FRIEDA HART MARTIN CONTR. owner ASSESSOR. PARCEL 40-28-88 LOCATION 9156•Holland Avenue, Durham ' r - Address GAS s ( Meter By Date + t. I ELECTRIC `� __ O C Py NJ kI 6� Address GAS Meter By Dat Meter By -.Date � ELECTRIC UP ]� 'I . , _• ••. I • t!i$ Temp... ,Power Pole' Called PG&E Temp. Elec. Service �'� • ,�+, Called PG&E ` u<� , �....* `"� .• } ���� � .� • Temp. Gas Service Called PG&'E JOB FINALED (Date) r Signature •n 44ti4V J = OK 0 = fyot SDK Not Applicable t� = Not Ready Date UNDERFLOOR (Plans) OK ekcept#'s ESIDENTIAL (Single and Duplex) c (j/Zoning requirements-Setba s ehts g., Main; Soils -Steel- nd.- / Ftg. De Fto.. Garage; Soils -Steel- / /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Dep �e walls, Main; Steel-Blockouts-Wrapped- 6 temwalls, Garage; Steel-Blockouts-Wrapped- +- Piers-Fir--e�--c, i '1-Ot W.. —Fi iFigs- 2 way C/O -Sewer Test _ --�. _s Pipe; Size -Anchors _ L4e--Water Pipe: Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -Bl- Date_ Card -BI Date Card -BI - Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.: Vent -Access -Combustion Air V+ater Pipe: Test & Anchors -Nail Protection . _- D.W.V.: Test-Fttngs & Anchors -Nail Protection 441-6hower Pan: Test, First Floor -Tub Access .rt.8r7" 1 Tub & ShowpK 2nd Floor -Tub Access Uly/Gas Pipe: Anchors Card -BI Card -BI Date IG (Continued) perty Line Firewall & Openings Doors -One 3' -Check Garage -3rd story, 2 exits irs; Width -Headroom -Rise -Run -Landing -Fire P . , Plywood on Roof Overhang -Attic Vents -Rafter Outr +ding -Nailing -Veneer Stucco Mesh -Drip Screed-Fdn. lazing Area -Glass Protection-Sk nderflr. Access_ s -Plastic ..b'fSheaj Walls; Na' ing-B Its Card -BI Date ( and -BI Date Card -BI Date Card -BI Dat Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 5PEI. Steps -Door & Sidelight Protection -Landings . Smoke Detector 511. 3urnace; Vents -Clearance -Comb. Air -Connector - n Garage; Above Floor -Ducts -Meth. Protection gPe-Bedroom Exiting 60. F.I Bath Fixtures & Tub Access 6 lec. TriR& SutWel; Breakeil.Sffes=La s _AiEn- Stairs & Rails 3.3. Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. ion t Date _ _ Card -BI _ Date 5. Kit. Fixt> Appliance; Grnd.-Air Gap -Cooking Clearance - Date Card -BI Date CVfElec. utlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closer ELECTRICAL Permit OK except q's 6&--A.C. Duct in Garage -Damper Fixture & Transformer Clearance - Ins. Protection "tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- n �Elec. Receptacles Spacing-Lights_&Garage; Above loor-Meth. Protection _Switches at Doors Ib., Elec. &ch !Size Boxes & No. of Conductors -Stapled quip. Listed for Lo on mex Prot QyRomex Installed Close to Edge of Studs & C.J. 1.lec. Receptacles in Garage; Cb.F.I ;c2,--.Insulation-Foam-Looked in AtticiT-�-B*es 24. Equip. Ground made up w/Meth. Fasteners-Bo(d Gas - 737 -Guard Rails & Deck Construction -Post Caps U-12 Appliance Circuits in Kitchen & Conductor Size b ,Z6r• Subfeed Wire Size / / ga. C_uor AI-A.C. Wire Size / / ga. Cu or AI lrzr-• Fdn. Vents & Crawl !-tole Door -Drainage &Wood -Earth Clearance Looked under Floor ❑.Yes % .8 -Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, 7 9 ollowin Instld.: "Drive L Insulated Neutral Yes -!No PI MY I es No; Walks es ❑ No;f �jfc28. 3 29. Card B -I Gard B -t Service -Riser Conductors & Ground -Main Disconnect I Pane Clearances: s-Motors quip. earances: aet. Equip. M ors -Me h E i _ _—_- Clothes Closet Light -Shower Light - - - _ -- Date Card -Bi_ -_ Date - — en Date Card -BI Date anters es o 7 A.0 tt: DisdpmlLTEt-Clrrgas!Bd� t 78 Vents Above Roof; Plbg.-Appliance- ire I. learance to Opn 79 Water Well' isc net Electrical, Plumbing 8 Exterior Elec. ri ; G.F. Receptacle -Underground _ t ation throughout House lass otection Date ME NICAL (Permit) except t/'s 8V _ rrections from Previous Inspections Gas Te -Meters Tagged; Gas -Electric C. Ducts. & Support _ - M- - - — Vent Fan: Exhaust above Insulation _ 85. W wer Connecte C/O to Grade -HD Approval nergy Compliance Certificate-Other-6ert+fieetes Card -BI Card -BI Dale Condensate Drain & Overflow: Size _& Grade- . -51r -Furnace -Vent: Access -Comb. Air -Return Air Vent -115V outlet - - — - ,_36T.- Attic Access & Platform if Furnace in Attic -- Card -BI Date Card -BI Date Date Card -BI Date _ Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date F G(Plans, OK except a' Com Tents at Final: Sills; Proper Material Anc or CAR- (L- -, �Y (� 4e -Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound _ )f,�✓�D�f$_ t& -"Bearing Walls over Girders & Floor Nailing - _ 14.rs_.. g_ aft Stop in Walls (rat proof) -__ - - aVIA e� 4 Fire Stops: Furred Ceilin s -Stairs -Chases -Tub (t Header & Beam -Size & Bearing 12! angers -Post Caps -Anchors -Connor Cing. Joist-Rftr. Ties-Purlin- Sh�yRfj�ITrttiq. replace Ties or Type A Flue -Fireplace Throat 4S. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 44*."`Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions - K Garage Fire Protection Framing-_ - - __-- j i (NOTE Anenoy must be made each time you visit jobsite) JOK 0 = Not OK - = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS " Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date. DECKS, COVERS, CARPORTS, ETC. (Plans),OKexcept N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /';L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date tO COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534 -4541 - Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector G COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Qrovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please ntact this office immediately. r / / li !ice 4 n�.� �..—� C ri r �.•! r✓ /�P CJI. S 'tt o, --�-- r✓ S ! 0 Z, a I , I -4' C e Ul 4t r r`:: * -j" i I ev S �✓ f', :{i.�- C- _ /4514 Nu 42f:1 m `r t 1 �? Inspector � '� Date 73// 3 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise'— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT 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 nVIter, or, need additional explanation, please contact this office immediately. Inspector_ , , Date_ __ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise - Phone:.. 872-2961, Ext.,57 CORRECTION NOTICE ,3V17- k OWNER PERMIT 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 need additional explanation, please contact this office immediately. Inspector_- _ Date COUNTY OF BUTTE 'DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-27.51 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT 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 need additional explanation, please contact this office immediately. Inspector_ _ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534A541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE _OWNER PERMIT N h 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 need additional explanation, please contact this office immediately. c•' Inspector _ E �• � 1 1� ltt l IYYN C/ % � -- Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT 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 need additional explanation,, please contact this office immediately. —k�- C Aj Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle - Phone: 534A541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT 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 need additional explanation, please contact,this office immediately. 5. Inspector Da COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville - Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT 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 ,6atter, or need addition I explanation, please contact this office immediately. .W j Inspector Ouner : , � �T��.�n 1 � �� Permit No. 0 LOCATION NE R G Y _C E R T I F ICAT ION DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material .��04r.> >S Thickness(inches) 3 !� CEILING A. P. No. Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance(R Value) Batt or Blanket Type B%"and Name Thickness(inches) Thermal Resistance(R Value) Loose Fill Type _ S Brand Name l' Minimum Thickness(Inches) Se " Number of Bags Wt. per bag lb. Area covered(ft.2) / Thermal Resistance(R Value)_ FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) A' FOUNDATION WALL Brand Name Thermal Resistance•(R Value) Brand Name Thermal Resistance(R Value) Material Brand Name Thickness(inches) Thermal Resistance(R Value) I hereby certify that -the above insulation was installed in the above building in conformance with the State of Califorrila Energy. Requirements. ` CONTRACTOR'S LICENSE NO. / r 6 -o`7 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. F NAN MM- ( lease print) STATE CONTRACTOR'S LICENSE NO. GNATURE OF gZNERAL CONTRACTOR OWMER DATE THIS CERTIFICATE MUST BE ON FILE WITH :SHE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS • rte, 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 R APPLICATION AND PERMIT PERMIT NO. ASSESSOR CEL o1�M R -� o .. ,. BUILDING PERMIT OWNERr `�` fizzr r i UON 0 E S• Or.. , BUILDING VALUATIW OWN 'S MAIL G ADDRESS r UI CON j2�.CTOR'S NAM TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace — CONST CTION LENDER UNKNOWN Total Valuation $ Filing Fee $ T0.00 LENDER'S MAILING ADDRESS Permit Fee ARCH T CT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ /✓ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS/3W RO /Z2 !2 C( Permit fee .L PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00` Ik 0A V10 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 D Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W1 110.00 ea TYPE OF WORK New Addition ❑ Remodel ti lities ❑ Ins�Jal latio ❑n Other ❑ Describe work: Gyps T C- r Z. c}-- Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 110.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 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 No. Y/ �P36:2 —Classification Fl1, 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. DWELLIOC OR ADDNS. (ACC. BLDGNG S. '�:2Sgft NEW RESID, U TI.OUTLE NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(ouT LETS OR FIXTURES 20@3AL0y30 EX. OCCU FIXED APP LNS. OR p• OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00Misc. Wiring g 15.00 Permit Fee $ 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 FiIingFee 10.00 Heating 0(2 Cooling g Hood 3.00 J3 Ventilation 1,910 Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count In consequence of the granting of this permit. X �._ �� Date Signature of Applicant - Owner ❑ Contractor ❑ S An OSHA permit is required for excavations over 5'0/"/et aY�igfl Qr`o� r t ion of structures over 3 stories in heighrt. C. Mobile Home Installation Fee $ Energy Inspection Fee$ $ _ TOTAL PERMIT FEE oCcu P. (FJ�j 9T,TrPc I.VI PLoo PA :XN4 ISSUE This rmit is hereby issued under sion o the Butte County Code and/or wor in to abo a Ar which R OR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ��'✓� / Receipt No. '-LI , h 5 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, G DENROD-APPLICANT . . ,. �_ -;,;t, ' .ct,.n;iA r•�,u.ywr-.N.t. .Fs... ,..7.:. y+ri-. ,. ... . „ _ _ _ _ _- COUNTY OF BUTTE - DEPART MENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET - - — f. ;: Permit No.— OWNER— o.OWNER / Y'ICQY� GY✓ l 1 k1 A. P. o. "S �f Proposed Building Use v Building Inspector Date �. 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. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . Statement of Intent for Non-Heated'fand AC Buildings. Fees of $ 7 L� . . . . . •. �j�/(J�✓ Letter of signature authorizat' - 0. Sanitation approval from C, Health Dept. . 11 Planning approval for (A) Use: (B) Parking: 2. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to owner ❑•), —15. Improvements may be required. . . . . . . . , . , , —� 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Dote) 1 -Inspection for Required. Building Inspector ' Recorded copy of Agricultural Acknowledgment Statement. 09 Driveway Permit. //—,:2 V— Plot plan approval from city of 21. 22. When ou issue the pernlit, proces6 as follows: Mail to owner, Mail to contractor. Telephone) and hold for pickup at office, Deliver w/inspector. Other ' Az;;� ApplicantV P10� � Date ��t /� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to perm.0 issuance: (Circle new item not checked above). 1. Index permit for above items No. �. z 2. Additional items required: Cot9or, designer, owner, was advised of above required data by_phone,na counter by date Contractor, designer, owner, was advised of above required data by_phone_m II hinter by date Plans checked by6*!@�DatePlans approved by Date If'dH Sets of plans on hold in _LFile cabinet AP folder ! , -, /`5 — F ouiss X1/0:"00 a.m. - 3:00 p.m. Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner locution AP # jj Driveway permit. C has been issued for the above property. • s gnature date Y TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation. Clearance 1146- Z4p-ate Owner Location AP# Plan approved for: sewage disposal 1� ,water supply T� Hold final for: water supply Final clearance-O.K. for: Clearance�for__bedroom mobile ome Other z Note*** f Sanitarian 3 water supply J�- ZD -b6 Date T0: Building Department FRM Encroachment Permit Section RE:* 'Dtiveway, Clearance. 110 /l owner location AP # Driveway permit yZ has been y num 4 aiinaeGre i issued for the above property. S = -7 date NOTE:—AII Materials .'& Workmanship Shall Be In Accordance with Rocognized Good Practicos and of d quality p~$scnby far flip� :��c iod usu in the uniforn, gold ng, P=k:tr it c ma -Au -r ical Codes and the NIGG tcd N, txesr r�RttkS 6rVISr wq H O 'A�uur'wsy I this set of pians and specifications MUST be kept on the job at all times and it is unlawful to make any changes or ait:�rations on same without written per.misson from the Depa: toren; of Public Warks. County of Butte. I A.setback of_5_ft._from_tbe property lines and a setback 01-90ft., frora-t,-,e.-u-,zd - _ centerline s1hall be clear of structures or ec;u:prnr::#-except__ _ . for a 2 ft. eave overhang. agla. ds y m R 3 P # rib 'l � 0 Master Plan on file for building 70 3 w 3- L Lk —BUT-TF--COUN to o %; o� i agla. ds i 11 t • i i t ' I F ` f i 11 t • i i t ' I F ` Order No. Escrow No. 67474 Loan No. u WHEN RECORDED MAIL TO: Mr. & Mrs. Norman L. Cole 2234 Melba Yuba City, CA 95991 AITTr f ,VNfy f ORD@ MIDV,gtj�y7lTtE M r ID i ?5 P� 1081 8;i-15457 SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $....... none ............................ ...... Computed on the consideration or value of property conveyed; OR ... Computed on the consideration or value less liens or encumbrances SAME AS ABOVE Zlgn.�tureof ime of s�crAgen�tdetermlnlng Declarant tax – Firm Name MID VALLEY TITLE & ESCROW COMPANY GRANT DEED FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, NANCY COLE surviving Joint Tenant as to a life estate and NORMAN L. COLE AND ERIS H. COLE, husband 'and wife as Joint Tenants as to the remainder hereby GRANT(S) to NANCY COLE surviving Joint Tenant as to a life estate and NORMAN L. COLE AND ERIS H. COLE, husband and wife as Joint Tenants as to the remainder the real property in the City of County of Butte State of California, described as ''-ti The West half of Lots 3 & 4 of Franklin Subdivision in the County of Butte, State of California, as the same are laid dow,.z and described on the Official Map thereof filed as of record in the Office of the Recorder of said Butte County, October 3rd, 19001 in Map Book 2, at page 143, Butte County Records. The property described herein is to effect a Boundary Line Modification as approved by the Butte County Advisory Agency on June 14, 1982 and the parcels may not be sold separately. Dated June 28, 1982 STATE OF CALIFORNIA COUNTY OF Butte ss. On October 29, 1982 before me, the undersigned, a Notary Public in and for said State, personally appeared NormanCale and Eris H. Cole known to me to be the person S— whose name S are subscribed to the within instrument and acknowledged that they executed the same. WITNESS hand and official seal. Signature Mary sebeer Nancy Cole Norm.n L. Cole Eris H. Cole 0 o �c MARY R. CASIBI R C _ NOTARY PUBLIC Butte County 4 CID State of California c My Commission Expires Nov. 30, 1984 ^n +11 AF•1...•t.q..}...."++4.-;.++-J.•Y•.F•F• .F.{.a..r. CITI (This area for official notarial seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE 1002(10/69) I STATE OF CALIFORNIA )ss. Butte n COUNTY OF ) On— November 10, 1982 beta o said State, personally appearedNanC-Y—CO E U E E personally known to me (or proved to me on the basis of satis- factory evidence) to be the person(s) whose name(s) is/are sub- scribed to the within instrument and acknowledged to me that v he/she/they executed the same. CO - WITNESS my hand and official seal. cD 0 0 co •Signature `_./' -C/ Mary 4R. Casebeer '- A M 1, IZ J , C. w tt,' h` dtrl;ri�>srod; �•Ivot��•��gt anpf.,, MARY R. �/ NOTARY PUBLIC Butte County --- State -of Cdlifo—rnia My commission -Expires. Nov. -30;-1984 Z`Q'+A.i•5•'Y4•.i0*hf'{„p'fr�i+�'•�$I'#•43 MARY R. K�4s' NOTARY PUBLIC Butte County State of California My Commission Expires Nov. 30, 198 �f ,.t.,y..j..H ;..;..e..:"t'.i• •'• �.•.�• •i• •i• -q:,,. •i• •F•�• •F •t• •t• .;• •i+.t• •.... . (This area for official notarial seal) END OF DOCUMENT First American Title Insurance Company 114 EAST FIFTH STREET, (P. O. BOX 267) SANTA ANA, CALIFORNIA 92702 • (714) 558-3211 A subsidiary of The First American Financial Corporation Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT JT AUNTY+_� �• FOR RESIDENTIAL DEVELOPMENT RECORDER'S OFFICE f s._FAMOR IM, DFUM..,? Section 26-8.1 of the Butte County Code requires, this"acknowledgement be recorded prior to issuance of a building permit. 1986 NOV 24 PM 12: 57 86-41930 The property described herein is adjacent to land or included RECOI EU AT REQUEST OF within an area zoned for agricultural purposes, and residents of this . property may be subject to inconveniences or discomfort arising fro the use of agricultural chemicals, including, but not limited to he s•tie-ides, and fertilizers; and from the pursuit of agricultural operations including, but not limits to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the -County of Butte, State of California, described ,as follows: Butte, Official t`. The west half of Lots 3 & 4 of Franklin Subdivision in the County of State of California, as -the sa-me are laid dow-.z and described on the Man thereof filed as of record in the Office of the Recorder of said Butte County, October 3rd, 1900, in Map Book 2, at page 143, Butte County Records. The property described herein is to effect a Boundary Line Modificatio as approved by the Butte County Advisory Agency on June 14, 1982 and the parcels may not be sold separately. - Date: PROPERTY OWNERS: State of l%'aG1/ ) SS. VI! of pr9me®as��ori�©���oeo�m�m®a� CB � nZ'I B., "ZP, n t PdCJTAr�Y Piiit_t ;-CA�IFORTJ.A Ea, 67 Y" Sut:o Gt'unty El *1 Commis5ion Expuos Dec. 26.1987 1 0 E a a 0 0 a la 0 a 0 0 a 3-0 a M a 0 0 a Ea a0C'.)C,Za On this the Af day of No Ll , 19 oFC , before me, the undersigned Notary Public, personally appeared /X/ Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose iiame(s) if 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. Notary Public END OF DOCUMENT a I r - COUNTWOF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. 3 - ASSESSOR PARCEL go N MBER� ;i_1ZONING BUILDING PERMIT OWNER a'/ TELEPHONE S0. FT. OCC.1 BUILDING VALUATION WNER'S'ILI NG ADDRESS 3)r- �\ � / U d /r' r yV 1 CONTRACTOR'S /AME TELEPHONE CO-NTRACTOR'S MAILING ADDRESS Fireplace\ / CD0 CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS A Permit fee $ PLUMBING PERMIT Filing Fee 10.00 S� Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF V( Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [I Installation[] Other Describe work: _ i cq l 7 _ SZ� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 60OR Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 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 No. 31 •9 147 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- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& , OR ADDNS. ACC, BLDGS. �z¢sgft NON.RESID CONSTR. BRANCH CIRCTITS 2.50 ea (POWER APPARATUS e) \ SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES Is ALO 30 Ex. OCCUp. OUTLETS P(RESID.)FIXED APLNS.REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $ 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 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CON ST.TY P! PLooD PARCEL PD ND 39UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF P'BLIC BY PERMIT EXPIRE Date the applicable provi- resolutions to do fees have been paid. WORKS v7 Date — —r� / r3 Receipt No. 13 / s2� WNIT!-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1 ')PERMIT Util. PERMIT NO. 19-75P,E $ ti. P E 1 , M MH UTIL. PERMIT NO. PERMIT EXPIRES -�i w �74 OWNER Lesley Cole CONTR. LOCATION (A.P. 40-28-01 w/s Goodspeed Ave., 1 block S. of Serviss St. Durham t ;r Temp. Power Pole Called PG&E Temp. Elec. Serv. �^ Called PG&E t c7 ' 7 6 Temp. Gas Serv. Called PG&E %- S' % �"� L9�°�L—D JOB FINALED ( e . .• 4 moo/ '�( (Signature y COUNTY OF BUTTE. — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Subpanels PLUMBING Setback Firewall Scratch Soil Piping Service Q Forms Parapets Temp. Pole 1st Floor Ducts Main Bldg. Restroom Finish 2nd Floor Permanent Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer ^6 — Garage Fdn. Vents Fixtures Footings Gara a Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances t Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio PIREPLACE Final • Footings Footing ELECTRICAL Masonry Walls Throat Rou h o%Z) — i Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatinq Service Q Brown Cooling Temp. Pole Finish Ducts Under round Interior Lath Ventilation Permanent Door,Closer Final r Final DATE REMARKS OR CORRECTION O Abc, IFID 4 IDk G k, E -AJ O LL�� 4„ ' M�., �v P F C. /-A/,S'T6 C , 5 � MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located wi required°separation from lot lines and buildings and generally conform to plot plan? Yes No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes. No 3. -Are footings and supports properly sized, spaced, and braced as pe pproved plans? (Note possible .variation at,spring shackles.) (Sec. 5082 & 5083) Yes No 4.. Is the mobilehome level? (Sec. 5088) Yes No 5. If mor han a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Isflex" e connector of adequate size and properly installed (1/2" ID min.)? (Sec, 5566) Yes o (• BB../ Test - Does water piping withstand working pressure or 50 lbs. air test? Yes_ No Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Y No_ 'B. Does it have minimum" per foot slope and is it properly supported? Yes No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe?..Yes_ No d� JED If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents , A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft, long? Note: All piping is to be at least as large as the mobilptme gas line -iAlet without reductions other than the mobilehome. connector. Yes � No B. Test OK as per following procedure? Yes_ No Open all appliance connector valves. Off• Shut off appliance burner and pilot valves. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments.. Test for 10 min, without drop. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance.vents properly installed? Ye5j/No_ 9. Electrical A. Is service enough large gh to g b provide adequate amperage to mobilehome (must equal .rating mobilehome with a minimum of amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc,? Yes No ,� B. Is there proper clearances.around panels? Yes � No C. Is power supply cord or feeder assemblyroperl fused? Yes No_ P Y D. Is continuity test satisfactory as per the following procedure? YQ 1. De -energize electrical wiring system of the mobilehome at the pedestal. ,Z2 Make sure that the power supply cord or feeder assembly conductors, including neutral co ductor, have been disconnected. , . Switch all breakers and switches in the mobilehome to the "on" position. Connect one lead of a 'test instrument to the mobilehome grounding conductor and. AZ-., ly the other lead to each mobilehome supply conductor, including.neutral. noricurrent, carrying metal parts of the mobilehome (aluminum siding, gas line, r line), including fixtures and appliances, shall be tested for continuity from ch equipment and the grounding conductor. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. Is job card signed by Health Department for water and sanitation? >Jry :11, If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle �. Length_y<: Width - t Vehicle Serial No. State Identification No. Additional Information or Comments: y� X -TO Building Department FROM Environmental Health RE: Sewage and/or Water Clearance e fo -7 O;,TER T� LCC t.TION A . P# Has been approved for S�;;AGE DIS 8 L Sanitarian - Date COUNTY OF BUTTE — 'DEPARTMENT OF PUBLIC WO S c?,D 0— 7�r 7 County Center Drive - OroviIIe, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT _.._..__ y - amu,.,, - - «1 Ups 1 LI U above-mentioned property for inspection purposes. X01 Date 7� Sign it ure of Permittee or Agent Receipt No. / 1�0 / a% White-D.P.W. - Yellow -Assessor 1 Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS y� x B �- Date IMMMg permit expires Date........ s....... BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address Te h ne No.ZoL_ Fireplace Contractor hil 4woa� 0 i rf S Total Valuation Mailing Address . Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ ' Building Address gT /, (26? `lQ PLUMBING No. @ FEE PERMIT FILING FEE J$2.00 J 1 ck�S `V S• A U/ S a? ty Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. N0.-61�(Z-2�-O��o�-6a Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W. C. Sanitation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EOA Pla sg1. Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. P s Recd Parc Approval Plonkl'Pproval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 o In^ (e.46 /-A e Main service incl. 1 meter Additional meters, each 1.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesbal a?o Receps., switches & fix outlets :::] be CONTRACTORS LICENSE LAW' I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business Professions Code under the name style'\C�� 60 y�,�0/'r 'r -SC, Qrl b l� `uT,u` e Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp.or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 rn� License No._ L%S�% 5 ? G 61 Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 01 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. F1I certify that in the performance of the work for which this permitis issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee � $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby 117111llm� /v 0. 00 TOTAL PERMIT FEE $ _.._..__ y - amu,.,, - - «1 Ups 1 LI U above-mentioned property for inspection purposes. X01 Date 7� Sign it ure of Permittee or Agent Receipt No. / 1�0 / a% White-D.P.W. - Yellow -Assessor 1 Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS y� x B �- Date IMMMg permit expires Date........ s....... > F Length Width cuULVn ut bufit veparrmenc oi ruDiic WULKS ac Vehicle Serial No. S- I 1 4-3 7 County C.--nter'Drive,-Oroville, California Insignia Control No. T" 4 7717TVA • 2. Feeder assembly am acity /C<D PHONE;,534-4541 Conduit size 4M j1 Poser supply cord (amps) 3. Gas inlet size Mobilehome connector size_ -377'/ _ i,Png th _ 4. Drain connector: describe on reverse side 5. Water connector: describe on'reverse side 6. i Roof live load ZO psf `l (only for. nobi_ehornes manufactured after October 7, 1973) 7. Manufacturer's installation instructions?. Yes No 8. Will the mobile home be installed on a separate support structure? Yes Nom/ Utility • QrnPr 20' th :E: 0 0 MIn ►J w n • w M rt N 4 p~,nin..µ F4 n :jFA p a• M Fµ,, t-4.- iceO 0 M 1, -t- Length = MOBILEIiOME INSTALLATION INFO%RATION. Lot Facilities 1. Plot plan dimensioned, location of mobile ' and ut ity connections? Yes No ' 2. Elec, rical. service equipment ainpacity2e Circuit breaker ampacity Lov Permanent Wiring Connection �0 0 •. Ampaci ty ' Receptacle Ampacity—'"""""' ti 3_ Gas:. Natural LPG �+ Gas riser sire s/ y ' .4. Drain inlet size 3 " ? 5, Water riser size 3 6. Are utility coiinectio s located outside the rear 1/3 of the mobilel.onz within 4 feet of the left '�attll? Yes �/ No If not, shou ditnensions.above. 7.. Is the mobilehome clear of septic tank, leach fields and located outside public utility easements? Yes No 8. Do you propose to do other work on the property other than the mobilehome installation whish will require a permit Y Yes No If so, specify Mobilehome Data Cn r K M n rt O H d C w 14 1. Length Width Manufacturer ac Vehicle Serial No. S- I 1 4-3 Insignia Control No. T" 4 7717TVA 2. Feeder assembly am acity /C<D Conduit size 4M j1 Poser supply cord (amps) 3. Gas inlet size Mobilehome connector size_ -377'/ _ Capacity. �-- 4. Drain connector: describe on reverse side 5. Water connector: describe on'reverse side 6. Designed loads: Roof live load ZO psf Wind load sf. (only for. nobi_ehornes manufactured after October 7, 1973) 7. Manufacturer's installation instructions?. Yes No 8. Will the mobile home be installed on a separate support structure? Yes Nom/ nr nl:ans._a:n.d_ cneni_f_i_ra_tion�_nf _s�mnnrr_wstem.._;see.other- side.. LOAD BF.ARI.\'G:: SUPPORTS Column Supports It Pier Spacing Used Max'tm.um Pier Load Maximum Column Load (multi -units only) Soil Bearing Capacity )ZkV4 :W Footing Dimension Used—2 >0 F- X TYPE OF PIER. USED Steel Concrete Concrete, Block other TYPE OF FOOTING MATERIA USED Pressure Treated Wood Co-,,-crete Redwood (Grade) Other Approved Type BUTTE COUNTY BUILDING DEPARTMENT APP "ROVED COUNTY OF BUTTE — 'DEPARTMENT OF PUBLIC W K 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 ✓ APPLICATION AND PERMIT aurrrunce reNresentanves or the County of Butte to enter upon the above-mentioned property for inspection purposes. X _ Date $ig ature of`Peri ee,or A nt Wk Receipt No. ✓_`1d ,,r � k White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PJd6LIC WORKS BY Date Bui ding permit expires Date................f�` �� BUILDING Owner �iSL� ®LE SQ. FT. OCC. BUILDING VALUATION Mailing Address /� �f `' ' Tele hone �C (/�' Fireplace Contractor VW Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 QQ Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 IL9 Each gas water heater or vent 1.50 A. P. No. �Z4 Gas piping system 1 - 5 outlets1.50 &00 Each additional outlet .30 F� s an Fire Dept. Fire Zone Use Permit Building sewer 5.00 Q EQAParking Plans Parcel Declaration Parcel Ma P 60' R/W Im rove ents P Lawn sprinkler system 2.00 Bldg ans Recd Parcel pproval Plans 4proval Permit Fee $.135c- $�3t Q( NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Qd Main service incl. 1 meter 1 ®0 Additional meters, each 1.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 // �o � vrr� ® 6 Water Heater or Space Heater 1.00 Light fixtures 2 bal d10 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 '.O Temp. Power Pole 5.00 License No. Classification Misc. wiring INI am exempt from the Contractors License Laws of the State of California. Permit Fee Q Cj WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �{ 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ aurrrunce reNresentanves or the County of Butte to enter upon the above-mentioned property for inspection purposes. X _ Date $ig ature of`Peri ee,or A nt Wk Receipt No. ✓_`1d ,,r � k White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PJd6LIC WORKS BY Date Bui ding permit expires Date................f�` �� This set oT plans and 'specifications MUST b& Ikept on the job at all times and it is unlawful to make any changes or alterations on some, withou# written permission from the Department of Public' Works. County of Butte. Septic system and location of build- inq drain stub -out to be as. per Butfe County Health Dept. Re- quirements. WAIEP Qt1MC:li Pecst�NY S�P71G � (vvTJ `C0tel.<<� N 1 mm+ The Bldg. Setback sh 11 be 5 ft -from the side property. lin and 50 rfrom m t# ng the centerline of the oad, p O&U •a maximum of n-2 save ovenco+g• c����ccft►Jr=u l�ut,4�R ermjt will be required for 16 iWgllation of the mobilehomeo SCS.. "I? All utility connections - shall be located within 4 ft. outside 'the rear third section of the mobile home on the left (road) side of the 1406hom BUTTE COUNTY BUILDING DEPARTMENT APPROVED � e �A¢ N 144 u Sc. �> �' ° ' :�� J nl:Ci.ARATION RE-'(;XRD'(N?G LOTS OR PARCIMS i certify thot as owner of .the 1),roperty acquired by deed in Voawnz �� , Page . ��-3 , Official Records of Butte County, .(AP, `_-- C:-), I a1i requesting permission to build or install an addit::-enol .living unit on this property. 7 will not divide the afore- Mentioned property for sale, lease, .raft, or financing unless all -_'—applicable-. -land -division -la-s ._and rnap-rQquirznents are.-complied •with. I aim Conversant with the present zoning regulations aftecti:ng the afore-- antioned property, and declare that I shall not violate same,. I `.. represent that the proposed use of the additional living unit is ' •- _�f•hD17rr,1`/n!_ h�(,'f_L enc?-� - and -that further . I-shall �ot--change this -proposed- use -of -th'a -additional liviag unit unless and until .Y receive written approval therefor from the County of Butte. S fully understand that pursuant to. Chapter 20 of the Butte County Code and §11535 et seq'of the Business- and Professions Code that if I, in the futu_e, sell, lease, or finance the area on or.adjacent to said •:-improvement without fully complying with the applicable laws and ordinances, that i shall be -guilty .of a misdemeanor and therefore, subj ec, to :he aforesaid penalties and imprisonment pursuant to lax. Further, '• -this statement - shall -be--properly -ac'-knowl.edged and recorded at - the request. r - T. -----�r-�.he-bounty _of...Butte._..M..--, � .�....,::• v€r ICU,; P,_GL'RO7 z UT JF r6y 0 .M� , •. .. ' _ C "a,.c� / C �;: �. �� /�, . CPL. >~. y /f, A, _ ' — -- ?M lot :, LOUIS Kau Plt� .CGQNTY �;t OP, ER � / :. 28°7 4 FEENot_ Pgaa�eiriuia�aeY�aia�veaa�ias:geaoeaeaor�aieauaetatsaeflM C •- • 0,;Z, BARSARA M. GPIM&R ':rP/GNOTARY F PRINCE OFI--U-- IN ,Y. fate lw r rr courvrx PAY Commission Expires September 9, 1977 iota csaasn.ataelaaa aoap�aaauataaaac[sue;EiaaaaCicaim *STA OF CALIFOIRN-1-4---- COi1�;l:s 0 FButte ) s� On this 5th dI}. Of May. 1975 the undersigned a i;otary Fuel 4L al,d for E-7Co LE o� Sta .of California, resid- ('> therein, duly co:,,;ai: 5.10x, �o ane ;,;orn, personally appeared Lesley M. Cole _. I: O'v7,1 to me to be t o i crson V;CIO SE- na;,,e to ttie within.nstru:,ent and acr`no,i' edges to ne that_ TI executed tha sarne. i s`t myhaPcl a n a, i;� cd I:)),rl7- O ^1 11 `ical in t.l -CounLy of Butte the -ela- r-, lid yoar `in 'c'n S C4_ _ ficate f r S t n ,tr:itten; -r M BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public!!!!!!! ' COPY �'p ? THE PURf.fr nu rLr�__... ii The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above information is not available to thepublic!!!!!!! m ti r A Gaf-aoc_' S ,�-�t I -0 Orato f\ S�� I-Aaf-' sie� 5 r G\0W. rfir Lk � �,t0'aA rMNA40h G OF -601 1 A aP `a v 3-D % L4 ID Ax Ain • � �; dal �, _ ,� - LAV,\n o�-- A1212 g,t/©�r �'�ygt�4-mss ! d If 5�. 3-0 I r-1 r- GUL:.1 uuu, .....• ..... , 2004 CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT 407 - / 2 4r 7 13UTTE COUNTY UILDING D#V','!ON 7� APPROVED �`0 7 7r V'eA y n GreA QISC�-�otlant, vc. �v� a Ca142 - '95-933 �?Gz-- Cory 9 V fl SITE !PLAN j ---••••----••••-......................... ------ -- - - _ _.. - - - - - ................... -- .....__.......... .........-...... _..... _ _ - y y. ............. = - - -- ..................................... ._ .. .. .. .. ... _......... •........ .....-.....- . • - .. ._ .. .. .. . _. ...... ............ - ------------ - . - -- . -- . •..................- - - - - ------ t —- . �r _ — _ d.. ._ __ .. -. -..... -. _. .. -a: o: N= Lr s :9 I m _-.... .. ........... --..........._ .. - --"- • - ...... -- -- ------------ ............. .. .. .. .. .. - . •. -- - .. 4dY46 =� —too' - �c 5 _. .. ._ .. .....• • yg .. .. :. ! . -------------- - .. ............... ...;................. _ .. ...... ... .. ...... .. .. .. ... .. .. _. -. .. .. .. . _. ... .. -_ ._ .. i - - - - - _ _ ............. _.. .. ...... ........_......_ .+. .. _ _ ............ r _. .. .. .. ....................�... = • - l......._ .. .. .. .. - - _. .. _ _. .. _. -- - J \�1 r c =� S z r -t• . �r W r:- - -ROL .. _ .. .. .. .. j .- -- -. .. - - - . _. 3 5 0B• tfo y: - jl '— !... .. ....... ._ ............. ................ - . — ............ .......... .._.. .. . _. _ ..... .._.......... - . .. - .. .. ... .. -... !teo a. :a0312 i+s H t ' f 7-- LJ _ -CO UN 2• j p ..:• TY �L 4 .. .. . Jt�.. • V S ~ l t i M to -T �1 •� .. ....D. ..____....—..........._......._..__....._........... _..... _..... ......_.....—..... ......_..... _..... ....... . ................__..... ...... _..... _..... ......_._..._ ..........__.... . f.' i -to L A ND ,a; -v E. � Assessors Parcel Number. Q Q 0 — 0 ® Q — Fil 0 31 Scale: 1" Owner Name Address / Phone No. 14a11atnd Ave-. �)Urham -(,Cl- 995 nLI O Site Location X -\ 5) Lp 11 ct in A A -\) e,, C ut rVy—kmn Com. Contact Name v eli in Srn t'`t h Phone L5 3a) Rnt- odnbw 2% 2003 . FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE ZONING: GEN PLAN: USES: ,r i SITE PLAN __...._............._..... ......-..................----- -- -------------... - ....---- _ ..... ... _ ...._ .... ;.....:_....:. ......:.....;......: .. .. .. .. ... .. .. .. .. ._ ... .. ........................... .. ------ .. ............. .. ... .. .. ... .. .. .. .. .. ... .. ._ ... .. .. .. ._ ;......;...._ •;......:....._.............:.... : ._ ....... ... .. .. .. .. ..z.. .. ... .. .. .. .. .. .. ... 6 tt o .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. ._ .. .............c............................................................. j.. .. .. .. .. .. .. _. ._ .. ._ .. _.. .. .. .. .. .. _.. .. .. .... �. .. .. .. ... .. .. .. .. .. .. .. .. ------ .. .. ............. .. .. ............ .. • U ._ .. ... .. .. .. .. -- .. .. ... .. .. ........................ ... .. t .....:......:..... .....:......i .... .. .. .. ............. .. ............. .. .. •i- . : . . . . . : : : : : . . . .. _. .. — ... .. .. _ .. .. .. .. .. _ .. __ .. .. -_ .. ... .. .. ... .. .. ... .. .. ... .. .. — .. .. _ .. __ .. _ .. ....... ..__ .. .. .. _ ------------ .................. .. .. .. .. ............ .. _ _. .. .. .. .. .. ........................ .. .. .. .. .. .. ._ .. .. .. r �. .. .. ...................... .. ..?� - - -- - .....i......:......:-_...-•----......_...........:......}.....{.._...c......s.....:..._..;......i.. .{_. .... .. .;.. ..f.. ...?......c......; .. .. .. .. .. .. .. I .. ... ...................... .. .. .. t A .. .. ... .. .. .. .. .. .. .. —. .. i............................... .. .. ..— _ .. : : : : : : : : : : . . .. .. .. .. ' :....:............................:.....r...... .. :..... ;..!......;.....,......l............r.............:. .. .. G� P: .9 '0 m : .. .. .. .. .. .. ......:.. .. .. . . . . . . . . . ... . .... . . . .. .. ... .. .. .. .. .. .. .. —.. —.. .. .. .. .. ..................... 1qfS• .. .. ... .. .. ... .. .. .. .... .. .. .. .. .. .. .... .. .......................... ..:......:...... .. . .. .. r Y 1 e.� APPROVED .. .n . �. Eft n � 4 — 7 - E-1 o tal: h . 1. .. .. 1............... .. .. .. .. .. ................... .. .. .. ................. .. .. _........ .. .. .. .. 1 . T.. - A —tt[ V- C 1 . . . . . . . . : . ..... ..... . . . . . . ... r, ..... �. ............ c .1Yfr — % ... .. . . . . . . . . . . . . . . . . . . . . . . . /� .. .. .. .......... :1.......... ...�. �.. .:i . .Y.... %7 1 , n' urs E�� . N .f � L II° x«z i.os+..— ` .. .. .. .. ............ ...................... • . . . . . . . . . . . . . . . . . . . . . . . . . . . ......:...................:............. . -o- . �.N. �. � Assessor's Parcel Number0 0 UD - Q ® 0 - 0 © H Scale: 1" _ Owner Name�- Addr ss / Phone No. cAh51n 14u\ kosnA Lv-•L D u-v-ha.vQ�- Site Location (l �b LP C'P'U, ! ck M A o-& Contact: Name ���� u v1 �'�Phone M -j -)5 ly 0 Oct- 23.=3 . FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: