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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: 1222 MIDDLE HONCUT RD Owner: Permit No: B08-0621 APN: 028-050-029 AICHELE, HAROLD AND SARA Issued Date: 4/25/2008 By GLB Permit type: MISCELLANEOUS 1222 MIDDLE HONCUT ROAD Subtype: Awning/Canopy/Carpt OROVILLE, CA 95966 Expiration Date: 4/25/2009 Description: METAL CARPORT (875) (530) 743-2998 Occupancy: Zoning: U 00 Contractor Applicant: Square Footage: AICHELE, HAROLD AND SARAH AICHELE, HAROLD AND SAI Building Garage Remdl/Addn 1222 MIDDLE HONCUT ROAD 1222 MIDDLE HONCUT ROAM OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 743-2998 (530) 743-2998 875 875 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Awning/Canopy/Carport $421.93 DBSMIP Residential $1.40 Total Charged: $502.23 Fees Paid: $502.23 Balance Due: $0.00 Receipt No: B6933 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 AICHELE, HAROLD AND SARA / / 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 4/25/2008 the applicant to a civil penalty of not more than five hundred dollars ($500); Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR 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 Professions 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.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' X 4/25/2008 corn nation provisio s f SWde, I shall forthwith comply with thoseprov Signature Date i swner's X 4/25/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate 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. mentioned p party for inspection purposes. I hereby certify that I am the prope wnerora on the operty owners behalf. County to enter the Ra7ld* CONSTRUCTION LENDING AGENCY 16 4/25/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner F� Contractor OR; FlAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION `J Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last hinme t Lk First Name Maila Add ess ,�nncui RA, City c) I (Q Stat I Zip Phone 30 - 7 3 - ay98 Fax E-mail APPLICANT SIGNATURE X _,rJ I rll 1114S �� ayu PROJECT LOCATION AP# o 0,1 _ O S-0 v 0 Prao�rt Address t? flonu.6f PJ Cityfo ' ` WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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: ( (4 J* Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ElProposed Change of Occupancya , (Note previous use): For office se nly: CONTRACTOR Name � /d, �) A Address Address City Type Const. State Zip Phone City// Fax E-mail Lic. # Phone -73-29 Class APPLICANT SIGNATURE X _,rJ I rll 1114S �� ayu PROJECT LOCATION AP# o 0,1 _ O S-0 v 0 Prao�rt Address t? flonu.6f PJ Cityfo ' ` WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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: ( (4 J* Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ElProposed Change of Occupancya , (Note previous use): For office se nly: ARCHITECT/ENGINEER Name � /d, �) A Address Address City Type Const. State Zip Phone City// Fax E mail State License Number APPLICANT SIGNATURE X _,rJ I rll 1114S �� ayu PROJECT LOCATION AP# o 0,1 _ O S-0 v 0 Prao�rt Address t? flonu.6f PJ Cityfo ' ` WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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: ( (4 J* Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ElProposed Change of Occupancya , (Note previous use): For office se nly: APPLICANT INFORMATION Name 'a � /d, �) A e Address / Type Const. City// ! Stat Zip Phone -73-29 Fax E-mail APPLICANT SIGNATURE X _,rJ I rll 1114S �� ayu PROJECT LOCATION AP# o 0,1 _ O S-0 v 0 Prao�rt Address t? flonu.6f PJ Cityfo ' ` WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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: ( (4 J* Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ElProposed Change of Occupancya , (Note previous use): For office se nly: Zoning _ FloodZone SRA Yes LA Occ. Type Const. 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. n 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 G 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_ TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMEN . (YE OR NO) 2. E"ANE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME_ ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: 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: METAL CARPORT (875) Reference Number: B08-0621 Applicant Name: AICHELE, HAROLD AND SARAH Owner's Name: AICHELE, HAROLD SARA AP # : 028-0550-029 Signature of Property Owner: Date: 114-07 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 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, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0621 Date: 04/08/2008 Location: 1222 MIDDLE HONCUT RD Parcel Number: 028-050-029 Owner Name: AICHELE, HAROLD AND SARAH Phone: (530) 743-2998 Description: METAL CARPORT (875) Signature of Applicant: FILE Date: 04/08/2008 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) 538-71.71 Fax www.buttecounty.net/dds C �P�TM�►T Qc National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B08-0621 Location: 1222 MIDDLE HONCUT RD Parcel Number: 028-050-029 Owner Name: AICHELE, HAROLD AND SARAH Description: METAL CARPORT (875) Date: 04/08/2008 By: KEJ Sub Type: Awning/Canopy/Carl Phone: (530)743-2998 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need'to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: �� Jva, a FILE Date: 04/08/2008 a U.S. BUILDINGS -Ar. N.e STRUCTURAL DESIGN CALCULATIONS BUILDING MODEL: A 25-13 CALIFORNIA BUILDING CODE 2007 20PSF LIVE LOAD, 85MPH WIND SPEED, EXP-. C BUTTE cowq y BUILDING �;ls FOR HAROLD AICHELE APPROVED OROVILLE, CA 95966 JOB NO. 20-15778P L$„ !F 2 to w N.,. C61054 r � II Exp , r2-31-08 3 1082 E. NEWPORT CENTER DRIVE DEERFIELD BEACH, FL 33442 1-800-828-4531 2/26/2008 Fc� ®3-0�-e US BUILDINGS CALCULATIONS N. AKHTER, P.E. BUILDING MODEL A 25-13 WIDTH = 25.10 ft HEIGHT = 12.89 ft ARCH PANEL GAUGE EFFECTIVE SECTION PROPERTIES Ix -1 in SX -1 in3 Ax -1 Ix -2 in in Sx-2 in3 Ax -2 in 22(0.03") 4.51 0.83 0.58 3.01 0.56 0.52 20 0.04" 6.30 1.20 0.77 4.25 0.83 0.70 18 0.05" 10.00 2.01 1.15 6.93 1.44 1.07 16 0.06" 14.22 2.98 1.59 10.14 2.24 1.52 14 (0.075") 1 19.66 4.28 2.19 14.53 3.41 2.14 ARCH PANEL PROPERTIES: E = 29,500.00 ksi Fy = 50.00 . ksi G = 11,200.00 ksi U = 0.3 e = 6.5 /F*1.0E+6 24" 1 r� DESIGN CODE: CALIFORNIA BUILDING CODE 2007 BUILDING SUPPORT: LIVE LOAD: 20 psf GAUGE: 22 GROUND SNOW: 0 psf WIND LOAD: 85 MPH, EXP. C SEISMIC DESIGN CATEGORY: D DESIGN SPECS: SOIL BEARING: 1000 psf @12"BELOW GRADE CONCRETE: Fc = 2500 psi @ 28 days REINF. STEEL: ASTM A615 GRADE 40 Fy =40 ksi WELDED WIRE: ASTM A185 Fy = 65 ksi STEEL ARCH: ASTM A792 Fy = 50 ksi BOLTS: ASTM A307 ANCHOR BOLTS: ASTM A307 or A36 EXPANSION BOLTS: ITW / READ HEAD 1 i US BUILDINGS REACTIONS . Naeem Akhter, P.E. BUILDING MODEL A25-13 GAUGE = 22 0 ARCH DEPTH = 2 FEET LIVE LOAD (psf) = 20 WIND LOAD (MPH) = 85 LOCATION LOAD H Kips/Arch H Kips/Arch V Kips/Arch A DEAD 0.590 0.020 0.110 LIVE Uniform 0.190 0.480 Unbalanced 0.120 0.490 WIND -0.180 -0.250 B DEAD Dead + m -0.020 0.110 LIVE Uniform -0.190 0.480 Unbalanced -0.120 0.160 WIND -0.020 -0.150 LOCATION REACTION H Kips/Arch V Kips/Arch A Dead + Live Uniform 0.210 0.590 Dead + Unbalanced Live 0.140 0.600 Dead + Wind -0.170 -0.380 B Dead + Live Uniform -0.210 0.590 Dead + Unbalanced Live -0.160 0.260 Dead + m -0.040 -0.280 BUILDING MODEL;A25-13 Building Gauge 22 Total Arch Length; A,= 46.79 Calculations are based on 2007 California Building Code Building Information GAUGE; G= 22 ARCH WEIGHT PER FT ARCH LENGTH; Wa=3.97 Ib/ft LOADING REQUIREMENTS: ROOF LIVE LOAD; AF = 20 psf WIND LOAD; W, = 85mph W/3 -Second Gust EXPOSURE C SEISMIC DESIGN CATEGORY: D ARCH PANEL SHEET MATERIAL PROPERTIES (ASTM A792-99 AZ55 GALVALUME) E=29500 ksi; Fy=50.ksi; G=11200 ksi; U=0.3; e=6.5/(Fx 1.0E+6); Modulus of elasticity of steel Yield Strength; Shear Modulus of elasticity of steel Strain energy density Volumetric strain ARCH PANEL SECTION PROPERTIES ARCH PANEL A23-13 Building Calculations Job No. U.S"Buildiogs SX -1 20-15778P Client Sheet no. Ax -2 1182 EASTNEWPORT CENTER DR: HAROLD AICHELE, OROVILLE, CA 95966— in4 Calc. By: Date: Checked By: Date: App'd By: Date: DEERFIELD BEACH, FL 33442 PHONE:1-800-826-4531 Naeem 2/25/08 3.01 0.56 0.52 BUILDING MODEL;A25-13 Building Gauge 22 Total Arch Length; A,= 46.79 Calculations are based on 2007 California Building Code Building Information GAUGE; G= 22 ARCH WEIGHT PER FT ARCH LENGTH; Wa=3.97 Ib/ft LOADING REQUIREMENTS: ROOF LIVE LOAD; AF = 20 psf WIND LOAD; W, = 85mph W/3 -Second Gust EXPOSURE C SEISMIC DESIGN CATEGORY: D ARCH PANEL SHEET MATERIAL PROPERTIES (ASTM A792-99 AZ55 GALVALUME) E=29500 ksi; Fy=50.ksi; G=11200 ksi; U=0.3; e=6.5/(Fx 1.0E+6); Modulus of elasticity of steel Yield Strength; Shear Modulus of elasticity of steel Strain energy density Volumetric strain ARCH PANEL SECTION PROPERTIES ARCH PANEL EFFECTIVE SECTION PROPERTIES GAUGE Ix -1 SX -1 Ax -1 Ix -2 Sx-2 Ax -2 in4 in in in inj in 22 (0.03") 4.51 0.83 0.58 3.01 0.56 0.52 LOADING INPUT DATA FOR PROGRAM 1. Dead Load (i.e. Self Weight) 2. Live Load: As per Section 1607 CBC07 3. Snow Load: Pf=0.7Ce Ct I Pg Section 1608 CBC07/IBC06 & Section 4 & 7 ASCE? Where Ce (exposure factor) is given in Table 7-2 Ct (Thermal factor) is given in Table 7-3 I (importance factor) is given in Table 7-4 Pg shall be supplied by ASCE map or local building official. Note: For curved roofs the slope factor shall be determined from the appropriate slope reduction formula by basing the slope on the vertical angle from the eave to the crown. 4. Earthquake Load: According to Section 1613 & 1617 IBC2006 & SECTION 11-23 ASCE7-05 5. Wind Load: According to SECTION 1609 IBC06 / SECTION 6 ASCE7-05 CONNECTION BETWEEN ARCHES -Joint 1 is the most critical joint for arch connection. Loading combination 9 has the greatest impact. Connector Detail 1 A23-13 Building Calculations Job No. U.. ulldiogs 20-15778P Client Sheet no. 1182 EAST NEWPORT CENTER DR. HAROLD AICHELE, OROVILLE, CA 95966 Calc. By: Date: Checked By: Date: App'd By: Date: DEERFIELD BEACH, FL 33442 PHONE: 1-800-826-4531 Naeem 2/25/08 LOADING INPUT DATA FOR PROGRAM 1. Dead Load (i.e. Self Weight) 2. Live Load: As per Section 1607 CBC07 3. Snow Load: Pf=0.7Ce Ct I Pg Section 1608 CBC07/IBC06 & Section 4 & 7 ASCE? Where Ce (exposure factor) is given in Table 7-2 Ct (Thermal factor) is given in Table 7-3 I (importance factor) is given in Table 7-4 Pg shall be supplied by ASCE map or local building official. Note: For curved roofs the slope factor shall be determined from the appropriate slope reduction formula by basing the slope on the vertical angle from the eave to the crown. 4. Earthquake Load: According to Section 1613 & 1617 IBC2006 & SECTION 11-23 ASCE7-05 5. Wind Load: According to SECTION 1609 IBC06 / SECTION 6 ASCE7-05 CONNECTION BETWEEN ARCHES -Joint 1 is the most critical joint for arch connection. Loading combination 9 has the greatest impact. Connector Detail 1 11, Joint Section Joint 1 is the most critical for conneciton. Load Case 9 controls P = 0.593 kips . ;M„= 16.153 kip -in; N=8 ;bolts Y is the Average distance of connector bolts to panel neutral axis. Y=((2*2.3125in)+(2*5.8125in)+(2*7.5in)+(2*Oin))/8= 3.906 in I is the Moment of inertia of panel connector bolts about panel neutral axis. 1= 2*(3.906in)2+2*(3.906in-2.312in)2+2*(3.593in-1.687in)2+2*(3.593in)2=68.680 int MAX SHEAR FORCE ON ARCH PANEL CONNECTION BOLT: ((M„xY)/(2xl)+P„)/N= 0.13 kips BOLT SHEAR FORCE CAPACITY: Ae= 0.058 int Fy= 50 ksi ABxFy=2.900 kips; The bolt shear force capacity exceeds the shear force per bolt: Therefore 5/16" bolts are ok. LONGITUDINAL WIND FORCE WIND IN THE AREA: 85 MPH w/3 -second gust, Exp. C qs = 13.3 psf; Wind Pressure at mean roof height, Section 6.5.4 ASCE? Eq 6-15 A 273 ft2 Building end wall area Edge Area = 0.15 x 273 = 32.8 ft2 P = q x (0.40+0.29) = 9.2 psf Design wind pressure at Interior Zone P = q x (0.61+0.43) = 13.8 psf Design wind pressure at End Zone PANELS ARE BOLTED TOGEATHER AND ACT AS A MEMBRANE, SUBSEQUENTLY FORCES ARE TRANSFERRED TO THE GROUND. A23-13 Building Calculations Job No. U.5d1lags 20-15778P Client Sheet no. 1182 EAST NEWPORT CENTER DR. HAROLD AICHELE, OROVILLE, CA 95966 Calc. By: Date: Checked By: Date: App'd By: Date: DEERFIELD BEACH, FL 33442 PHONE:1-800-826-4531 Naeem 2/25/08 Joint Section Joint 1 is the most critical for conneciton. Load Case 9 controls P = 0.593 kips . ;M„= 16.153 kip -in; N=8 ;bolts Y is the Average distance of connector bolts to panel neutral axis. Y=((2*2.3125in)+(2*5.8125in)+(2*7.5in)+(2*Oin))/8= 3.906 in I is the Moment of inertia of panel connector bolts about panel neutral axis. 1= 2*(3.906in)2+2*(3.906in-2.312in)2+2*(3.593in-1.687in)2+2*(3.593in)2=68.680 int MAX SHEAR FORCE ON ARCH PANEL CONNECTION BOLT: ((M„xY)/(2xl)+P„)/N= 0.13 kips BOLT SHEAR FORCE CAPACITY: Ae= 0.058 int Fy= 50 ksi ABxFy=2.900 kips; The bolt shear force capacity exceeds the shear force per bolt: Therefore 5/16" bolts are ok. LONGITUDINAL WIND FORCE WIND IN THE AREA: 85 MPH w/3 -second gust, Exp. C qs = 13.3 psf; Wind Pressure at mean roof height, Section 6.5.4 ASCE? Eq 6-15 A 273 ft2 Building end wall area Edge Area = 0.15 x 273 = 32.8 ft2 P = q x (0.40+0.29) = 9.2 psf Design wind pressure at Interior Zone P = q x (0.61+0.43) = 13.8 psf Design wind pressure at End Zone PANELS ARE BOLTED TOGEATHER AND ACT AS A MEMBRANE, SUBSEQUENTLY FORCES ARE TRANSFERRED TO THE GROUND. The capacity of the arch to transfer the horizontal -lateral force is: Gauge 22 t = 0.033 in; thickness of panel metal K„ = 5.33 ; Effective Length Factor Fy = 50 ksi; Material yield strength h=10.61 in; length of web of arch panel E= 29500 ksi; Modulus of elasticity of steel H=h/t=321.515 Which is greater than see H2= 635x*K„/Fy)=0.546 Va = (0.53xExK„xt3)/h = 0.282 kips; Shear force capacity per web of arch Building End Shear due to area wind load; ES=PxA= 9.2x240.2 + 13.8 x32.8 = 2.66 kips Minimum building length; Mm= (Es/(2xVa))x2 ft= 9.4 ft < 34.4 ft Building end wall shear capacity exceeds the building end shear due to area wind load. The building is okay EARTHQUAKE FORCE CHECK Seismic force calculations based .on seismic design category D Equivalent Lateral Force procedure section 12.8 IBC06 shall be used Site class D assumed H= 12.88 ft; Building height W=185.76 Ib (Arch) R= 3.0 Ss= 0.51 ;Mapped spectral acceleration for short periods Figure 22-1 through 22-14 ASCE7-05 Si= 0.19 ;Mapped spectral acceleration for 1 second Figure 22-1 through 22-14 ASCE7-05 Fa= 1.39 ;Site coefficient Table 11.4-1 F"= 2.04 ;Site coefficient Table 11.4-2 SMs= FaxSs=0.712 SM,= F,xSt= 0.388 SDs=2/3x SMs=0.475 SDI=2/3x SMi=0.258 Cs = 0.158 V = Cs x W (Eq. 12.8-1 ASCE7-05) = 0.158 x 185.76 = 29.35 lbs Seismic pressure; SP= V/H= 2.47 Ib/ft WP=Px2 ft= 26.6 Ib/ft; Wind pressure distribution per foot of arch. The design wind pressure distribution exceeds the pressure distribution due to seismic force therefore the building is okay. ARCH TIE DOWN CHECK REGULAR FOUNDATION UPLIFT FORCE Vu;factored Vu= 0.38 kip ;Vertical Reaction Per Arch A23-13 Building Calculations Job No. U.pus 20-15778P Client Sheet no. 1182 EAST NEWPORT CENTER DR. HAROLD AICHELE, OROVILLE, CA 95966 Calc. By: Date: Checked By: Date: App'd By: Date: DEERFIELD BEACH, FL 33442 PHONE: 1-800426-4531 Naeem 2/25/08 The capacity of the arch to transfer the horizontal -lateral force is: Gauge 22 t = 0.033 in; thickness of panel metal K„ = 5.33 ; Effective Length Factor Fy = 50 ksi; Material yield strength h=10.61 in; length of web of arch panel E= 29500 ksi; Modulus of elasticity of steel H=h/t=321.515 Which is greater than see H2= 635x*K„/Fy)=0.546 Va = (0.53xExK„xt3)/h = 0.282 kips; Shear force capacity per web of arch Building End Shear due to area wind load; ES=PxA= 9.2x240.2 + 13.8 x32.8 = 2.66 kips Minimum building length; Mm= (Es/(2xVa))x2 ft= 9.4 ft < 34.4 ft Building end wall shear capacity exceeds the building end shear due to area wind load. The building is okay EARTHQUAKE FORCE CHECK Seismic force calculations based .on seismic design category D Equivalent Lateral Force procedure section 12.8 IBC06 shall be used Site class D assumed H= 12.88 ft; Building height W=185.76 Ib (Arch) R= 3.0 Ss= 0.51 ;Mapped spectral acceleration for short periods Figure 22-1 through 22-14 ASCE7-05 Si= 0.19 ;Mapped spectral acceleration for 1 second Figure 22-1 through 22-14 ASCE7-05 Fa= 1.39 ;Site coefficient Table 11.4-1 F"= 2.04 ;Site coefficient Table 11.4-2 SMs= FaxSs=0.712 SM,= F,xSt= 0.388 SDs=2/3x SMs=0.475 SDI=2/3x SMi=0.258 Cs = 0.158 V = Cs x W (Eq. 12.8-1 ASCE7-05) = 0.158 x 185.76 = 29.35 lbs Seismic pressure; SP= V/H= 2.47 Ib/ft WP=Px2 ft= 26.6 Ib/ft; Wind pressure distribution per foot of arch. The design wind pressure distribution exceeds the pressure distribution due to seismic force therefore the building is okay. ARCH TIE DOWN CHECK REGULAR FOUNDATION UPLIFT FORCE Vu;factored Vu= 0.38 kip ;Vertical Reaction Per Arch B= 1.5 in ;Width of bracket N= 0.1875 in ;Required Bracket Thickness A= 1.5 in ;Distance to bolt hole. �= 0.90 ;Strength Reduction Factor FY= 50 ksi ;Yield Strength of bracket Mu=Vux0.5625 in = 0.2138 kip -in Thickness Req.; Tr=4((6xMu)/(Bx�xFY))= 0.1378 in; Use 3/16" bracket. Ok. SHEAR FORCE V=AxNxOxFv= 12.656 kips; SHEAR; 0.21 kips.Therefore it is ok. 0 7/8" NUT �r F` r 05/8" ANCHOR BOLT 1/8" THICKNESS METAL BRACKET ANCHOR BOLT CHECK According to section 1912.2 ALLOWABLE STRESS DESIGN Ps= 0.38 kips ;Service tension load combination from building reactions. Pt=0.950 kips Vs= 0.17 kips ;Service shear load combination from building reactions. Vt=1.250 kips Combined=(Ps/Pt)t5i3>+(VS/Vt)(')=0.25 <_ 1 Therefore bolt is ok. Use j or wedge anchor A-307 1/2" diameter.embedded 4", 3" from free edge in 2500 psi @ 28 days ACI concrete. A23-13 Building Calculations Job No. O.Ogs 20-15778P Client Sheet no. 1182 EAST NEWPORT CENTER DR. HAROLD AICHELE, OROVILLE, CA 95966 Calc. By: Date: Checked By: Date: App'd By: Date: DEERFIELD BEACH, FL 33442 PHONE: 1-800-826-4531 Naeem 2/25/08 I B= 1.5 in ;Width of bracket N= 0.1875 in ;Required Bracket Thickness A= 1.5 in ;Distance to bolt hole. �= 0.90 ;Strength Reduction Factor FY= 50 ksi ;Yield Strength of bracket Mu=Vux0.5625 in = 0.2138 kip -in Thickness Req.; Tr=4((6xMu)/(Bx�xFY))= 0.1378 in; Use 3/16" bracket. Ok. SHEAR FORCE V=AxNxOxFv= 12.656 kips; SHEAR; 0.21 kips.Therefore it is ok. 0 7/8" NUT �r F` r 05/8" ANCHOR BOLT 1/8" THICKNESS METAL BRACKET ANCHOR BOLT CHECK According to section 1912.2 ALLOWABLE STRESS DESIGN Ps= 0.38 kips ;Service tension load combination from building reactions. Pt=0.950 kips Vs= 0.17 kips ;Service shear load combination from building reactions. Vt=1.250 kips Combined=(Ps/Pt)t5i3>+(VS/Vt)(')=0.25 <_ 1 Therefore bolt is ok. Use j or wedge anchor A-307 1/2" diameter.embedded 4", 3" from free edge in 2500 psi @ 28 days ACI concrete. FOUNDATION DESIGN Foundation design calculations are based on 19 in X 18 in footer. 19 in wide regular foundation is more robust for soil bearing, uplift, shear, and torsion. Soil bearing -pressure check Assume soil bearing capacity of; Sbc=1000 psf Vertical Load per section; A23-13 Building Calculations Job No. U.5ildius Footer load per linear foot; 2015778P Client Sheet no. Soil bearing pressure; 1182 EAST NEWPORT CENTER DR. HAROLD AICHELE, OROVILLE, CA 95966 Calc. By: Date: Checked By: Date: App'd By: Date: DEERFIELD BEACH, FL 33442 PHONE: 1-800-826-4531 Naeem 2/25/08 Lateral Sliding Force = 130psf Lateral Sliding Force every 2 ft = 130 x 2 x 18x2/12 = 0.78 kips > 0.21 kips O.K. FOUNDATION DESIGN Foundation design calculations are based on 19 in X 18 in footer. 19 in wide regular foundation is more robust for soil bearing, uplift, shear, and torsion. Soil bearing -pressure check Assume soil bearing capacity of; Sbc=1000 psf Vertical Load per section; V,= 0.987 + 0.713 = 1.7 kip ( factored load plus footing weight) Section Width; S,,= 2 ft Footer load per linear foot; F,= WS,,-- 850 Ib/ft Footer width; FW,= 19 in Soil bearing pressure; Sbp= 850 / 1.58 = 538 psf < 1000 psf Therefore the bldg is ok. Uplift check Weight of footing per side; Wrt= 713 Ib Uplift (dead + wind); Ui = 380 Ib Static uplift calculation; F.O.S. = 713 / 380 = 1.8 O.K. Lateral Reaction check: Resistance By Friction: Lateral Sliding Force = 130psf Lateral Sliding Force every 2 ft = 130 x 2 x 18x2/12 = 0.78 kips > 0.21 kips O.K. Therefore, the Lateral Force will be okay. RESISTANCE BY NO. 5 Lateral Ties @ 6'0/C Lateral Force per 6' section = 3 x 0.21 k = 0.63 kips Area of Steel = 0.63 /0.6 x 60 = 0.02 in2 < 0.31 in2 (Provided) Development Length, Id = 44" Therefore use NO.5 Lateral Ties w/8"x8" concrete Strap @ 6' O/C CHECK PANELS: Arch Sidewall, Eave panels and Roof panels: 22GA Max. Moments = 16.153 k -in Max. Axial = 0.593 k = -12.893 k -in Max. Axial =0.441 k CSR = M (Actual) / M (Allowable) + P (Actual) / P (Allowable) 12.893 / 17.92 + 0.441 / 30.26 = 0.73 < 1.0 OK Therefore, 22GA panel is ok. z CFS Version 4.11 Section: ARCH PANEL (22 GA).sct ARCH PANEL U.S BUILDINGS Rev. Date: 1/13/200410:.15:53 PM By. Naeem Akhter Sec Naeem Akhter Naeem Akhter Page 1 Material: A792'Grade 50/1 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 50 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4. M. ARCH PANELS, Thickness 0.03 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Centerline dimensions, Open shape Length Angle (in) (deg) Radius Web k 'Hole Size Distance 1 2 1.000 45.000 (in) 0.062500 None Coef. 0.000 (in) 0.000 lin) 3 1.500 0.000 10.607 -45.000 0.062500 Single 0.000 0.000 0.500 0.750 4 7.500 0.000 0.062500 Deck 0.062500 None 0.000 0.000 0.000 5.303 5 6 10.607 45.000 0.062500 Deck 0.000 0.000 0.000 3.750 7 1.500 0.000 0.062500 Single 0.000 0.000 5.303 1.000 -45.000 0.062500 Deck 0.000 0.000 0.750 0.500 Full Section Properties Area 1.0108 in^2 Wt. 0.0034367 k/ft Width 33.693 in Ix 8.008 in^4 rx 2.815 in Ixy 0.000 in^9 SX(t) Sx(b) 1.9700 in^3 y(t) 2.3111 in^3 Y(b) 4.065 in a 90.000 deg' 3.465 in IY Height 63.056 in^4 7.530 in Sy(1) ry 4.6820 in^3 x(1) 7.898 in 13.468 in Xo 0.000 in Sy(r) 4.6820 -in A 3 x(r) 13.468 in Yo -5.194 in I1 Width 63.056 in^4 26.935 in jx jy 0.000 14.283 in in 12 rl 8.008 in^4 r2 7.898 in 2.815 in Ic Io 71.064 in^4 rc 98.331 in^9 8.385 in Cw 29.029 ^ in 6 ro 19.863 in J 0.0003032 in -4 CFS Version 4.11 Section: ARCH PANEL (22 GA).sct Page 2 ARCH PANEL Naeem Akhter U.S BUILDINGS Naeem Akhter Rev. Date: 1/13/200410:15:53 PM By: Naeem Akhter Full Braced Strength - 2001 AISI Specification - US (ASD) Compression Positive Pao 5.644 k Positive Maxo Moment Positive Moment Ae .0.20319 in^2 25.361 k-in Mayo 48.350 k-in Sxe(t) Tension 098478 in^3 Sye 1 y ( ) 29.087 3'2597 in^9 Sxe(b) Ta 30.263 k 2.1880 in^3 Sye (r) 1.6149 in 3 in^3 Negative Maxo Moment Negative Moment Shear Zxe 17.627 k-in 3.200 48.350 k-in Vay 0.337 k Sxe(t) Vax 0.425 k in^4 layo 1.5273 in ye Sye(1) 29.087 1.6149 in Sxe(b) 0.5888 in^3 Sye(r) 3.2597 in^3 in^3 Software licensed to Naeem Akhter, PE Job Title A 25W - 13H ARCH BUILDING Job No Sheet No Rev 20-15778P I 1 Pa"20PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY Ret BY Naeem Date25-FEB-08 Chd Client HAROLD AICHELE, OROVILLE, CA File A25 -13, 20-85 CBC2007 I Date/Time 25 -Feb -2008 09:16 Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Print Time/Date: 25/022008 09:17 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 Axial Shear Torsion Bending Beam Node UC Fx (kip) Fy (kip) Fz (kip) Mx (kip'in) My (kip'in) Mz (kip -in) Max Fx 1 1 1001-+ UNBA 0.596 -0.141 0.000 0.000 0.000 0.000 Min Fx 11 12 15:0.6DL + E" -0.455 0.013 0.000 0.000 0.000 -8.086 Max Fy 19 19 9:DL + LL 0.363 0.344 0.000 0.000 0.000 7.094 Min Fy 58 59 9:DL + LL 0.363 -0.344 0.000 0.000 0.000 7.094 Max Fz 1 1 1:DEAD DL 0.106 -0.024 0.000 0.000 0.000 0.000 Min Fz 1 1 1:DEAD DL 0.106 -0.024 0.000 0.000 0.000 0.000 Max Mx 1 1 1:DEAD DL 0.106 -0.024 0.000 0.000 0.000 0.000 Min Mx 1 1 1:DEAD DL 0.106 -0.024 0.000 0.000 0.000 0.000 Max My 1 1 1:DEAD DL 0.106 -0.024 0.000 0.000 0.000 0.000 Min My 1 1 1:DEAD DL 0.106 -0.024 0.000 0.000 0.000 0.000 Max Mz 9 10 9:DL + LL 0.593 -0.027 1 0.000 0.000 0.000 16.153 Min Mz 10 11 11:0.6DL + WL 1 -0.441 0.003 0.000 0.000 0.000 1 -12.893 Print Time/Date: 25/022008 09:17 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 Naeem Akhter, PE JOB TITLE HAROLD AICHELE (A25-13) 7834 W 156th Street 20PSF LL, 85MPH WL EXP C, CBC07 Overland Park, KS 66223 JOB N0. 20-15778P SHEET NO. (913) 685-2015 Off CALCULATED BY Naeem DATE 2/25/08 (913) 481-8432 Cell CHECKED BY DATE V. Wind Loads - MWFRS h560' (Low-rise Buildings) Enclosedipartially enclosed only i}'tr ao FIDGE Transverse Direction Kz = Kh = Base pressure (qh) = GCpi = 1unMMMxs zmnr 0.85 (case 1) 13.3 psf +/-0.55 4 Torsional loads are y 25% of zones 1 - 4. 6 'See code for loading diagram 1-10 M 1 F ti• �lx�t.. tl�+ `� '�E �RSAII recrtr Longitudinal Direction Edge Strip (a) 3.0 ft End Zone (2a) 6.0 ft Zone 2 length = 12.5 ft W1m(1 Surtace nressures (nsfl 1 Transverse Direction Longitudinal Direction 2 Perpendicular 9 = 18.4 deg Parallel 0 = Odeg 3 Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 5 1 0.52 1.07 -0.03 0.40 0.95 -0.15 IE 2 -0.69 -0.14 -1.24 -0.69 -0.14 -1.24 3E 3 =0.47 0.08 -1.02 -0.37 0.18 -0.92 4 -0.42 0.13 -0.97 -0.29 0.26 -0.84 5 -0.45 0.10 -1.00 -0.45 0.10 -1.00 6 -0.45 0.10 -1.00 -0.45 0.10 -1.00 IE 0.78 1.33 0.23 0.61 1.16 0.06 2E -1.07 -0.52 -1.62 -1.07 -0.52 -1.62 3E -0.67 -0.12 -1.22 -0.53 0.02 -1.08 4E -0.62 -0.07 -1.17 -0.43 0.12 -0.98 W1m(1 Surtace nressures (nsfl 1 14.2 -0.4 12.7 -2.0 2 -1.9 -16.5 -1.9 -16.5 3 1.1 -13.6 2.4 -12.3 4 1.8 -12.9 3.5 -11.2 5 1.3 -13.3 1.3 -13.3 6 1.3 -13.3 1.3 -13.3 IE 17.8 3.1 15.5 0.8 2E -6.9 -21.6 -6.9 -21.6 3E -1.6 -16.3 0.3 -14.4 4E -0.9 -15.6 1.6 -13.1 Windward roof overhangs: 9.1 psf (upward) add to windward roof pressure Parapet Windward parapet: 0.0 psf (GCpn = +1.5) Leeward parapet: 0.0 psf (GCpn = -1.0) Horizontal MWFRS Simple Diaahraem Pressures (ns Transverse direction (normal to L) Interior Zone: Wall 12.4 psf Roof -3.0 psf End Zone: Wall 18.7 psf Roof -5.3 psf Longitudinal direction (parallel to L) Interior Zone: Wall 9.2 psf End Zone: Wall 13.9 psf WINDWARD OVERHANG 1-1--1 WINDWARDROOF LEEW ARD ROOF 1! l i l l l l l l VERTICAL � z TRANSVERSE ELEVATION WINDWARD ROOF LEEWARD ROOF 1 1 1 1 1 1 1 1 1 1 VERTICAL F LnorZOML2 Er LONGITUDINAL ELEVATION Naeem Akhter, PE JOB TITLE Harold Aichele (Model A25-13) 7834 W 156th Street 20PSF LL, 85MPH WL EXP C, CBC07 Overland Park, KS 66223 JOB NO. 20-15778P SHEET NO. (913) 685-2015 Off CALCULATED BY Naeem DATE 2/25/08 (913) 481-8432 Cell CHECKED BY DATE VI. Seismic Loads: ASCE 7- 05 Occupancy Category: H Importance Factor (I) : 1.00 Site Class : D Ss (0.2 sec)— 51.20 %g S 1 (1.0 sec) = 19.00 %g Fa= 1.390 Fv = 2.040 htto:/egint.cr.usgs oq v/eq-men/html/lookup-2002-interp-06.html Sms = 0.712 Sds = 0.475 Design Category = C Sml = 0.388 Shc = 0.258 Design Category = D Seismic Design Category = D Number of Stories: 1 Structure Type: Light Frame Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: yes Building System: Structural steel systems not specifically detailed for seismic resistance Seismic resisting system: Structural steel systems not specifically detailed for seismic resistance System Building Height Limit: System not permitted for this seismic design category Actual Building Height (hn) = 11.0 ft See ASCE7 Section 12.2.5.4 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Factor (R) = 3 System Over -Strength Factor (no) = 2.5 Deflection Amplification Factor (Cd) = 3 Sds = 0.475 Shc = 0.258 Seismic Load Effect (E) = p QE +/- 0.2Sps D = p QE +/- 0.095D Special Seismic Load Effect (E) = f2o QE +/- 0.2Sps D = 2.5 QE +/- 0.095D PERMITTED ANALYTICAL PROCEDURES Index Force Analysis (Seismic Category A only) Method Not Permitted Simplified Analysis Use Equivalent Lateral Force Analysis Equivalent Lateral -Force Analysis - Permitted Building period coef. (CT) = 0.020 Approx fundamental period (Ta) = CThnx = 0.121 sec x= 0.75 User calculated fundamental period (T) = 0 sec Long Period Transition Period (TL) _ ASCE7 map = 0.2 error Seismic response coef. (Cs) = Sds1/R = 0.158 need not exceed Cs = sdt I /RT = 0.713 but not less than Cs = 0.010 USE Cs = 0.158 Design Base Shear V = error Model & Seismic Response Analysis Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x p = redundancy coefficient QE = horizontal seismic force D = dead load Cu = 1.44 Tmax = CuTa = 0.174 Use T = 0.121 Job No Sheet No Rev 20-15775P 1 Software licensed to Naeem Akhter, PE Pa^20PSF LL, 85MPH WL, .EXP. C, CBC2007, PARTIALL Job Title A 25W - 13H ARCH BUILDING Ref By Naeem Date25-FEB-08 Chd Client HAROLD AICHELE, OROVILLE, CA File A25 -13, 20-85 CBC2007Date/rime 25 -Feb -2008 09:16 ,..30313y3334 353�iJ83940d144'/ 24 25 26 27 28 29 �a�515259' '1617181920212229 9355st-5-1� • 15 6102 14 03 •13 64 112 as •11 66 •10 67 t9 68 48 69 7 q0 6 q1 b 72 4 73 3 74 2 75 1 76 Load 1 Print Time/Date: 25/02/2008 09:19 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 Job No Sheet No Rev 2a15778P 1 Software licensed to Naeem Akhter, PE Part20PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY Job Title A 25W , 13H ARCH BUILDING Ret By Naeem Date25-FEB-08 Chd Client HAROLD AICHELE, OROVILLE, CA File A25 -13, 20-85 CBC20071 Dat lime 25 -Feb -2008 09:16 Y Z -X Load 1 t Time/Date: 25/0MG08 09:19 STAAD.Pro for Windows Release 2004 Prim Run 1 of 1 Software licensed to Naeem Akhter, PE Job Title A 25W -13H ARCH BUILDING Client HAROLD AICHELE, OROVILLE, CA g Job No Sheet No Rev 20-15778P 1 Part20PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY Ref By Naeem Date25-FEB-08 Chd File A25 -13, 20-85 CBC2007 Date/time 25 -Feb -2008 09:16 Load 2. Tint Time/Date: 25/02/2008 09:20 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 Software licensed to Naeem Akhter, PE Job Title A 25W -13H ARCH BUILDING Client HAROLD AICHELE, OROVILLE, CA �C A Job No Sheet No Rev 20-16778P 1 Pa"20PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY Ref By Naeem Date25-FEB-08 Chd File A25 -13, 20-85 CBC20071 DatefTime 25 -Feb -2008 09:16 U 1.., 5 A-�_A.14 a �� Load 3 Irint Time/Date: 25102/2008 09:25 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 Software licensed to Naeem Akhter, PE Job Title A 25W -13H ARCH BUILDING Client HAROLD AICHELE, OROVILLE, CA Job No Sheet No Rev 20-15778P I 1 Part20PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY Ref By Naeem Date25-FEB-08 Chd File A25 -13, 20-85 CBC2007 Datalf lme 25 -Feb -2008 09:16 Print Time/Date: 25/02/2008 09:26 (LSr-T) STAAD.Pro for Windows Release 2004 Load 4 Print Run 1 of 1 Software licensed to Neeem Akhter, PE Job Title A 25W -13H ARCH BUILDING Client HAROLD AICHELE, OROVILLE, CA Job No Sheet No Rev 20-15778P 1 Part20PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY Ref By Naeem Date25-FEB-08 Chd File A25 -13, 20-85 CBC20071 DateTme 25 -Feb -2008 09:16 W !NI:> (pAe %4-0 Loads Print Time/Date: 25/02/2008 09:27 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 Software licensed to Naeem Akhter, PE Job Title A 25W -13H ARCH BUILDING Client HAROLD AICHELE, OROVILLE, CA Job No Sheet No Rev 20-15778P I 1 Pa^201PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY Ref By Naeem Date25-FEM8 Chd File A25 -13, 20-85 CBC2007 Date/Time 25 -Feb -2008 09:16 tic ; Load 8 � ► Psi � La fat 0. ,nm i imeivate: zsruzzuua us:ztt STAAD.Pro for Windows Release 2004 Print Run 1 of t Monday, February 25, 2008, 09:33 AM PAGE NO. 1 + + * STAAD.Pro * Version 2004 Bld 1002.US * Proprietary Program of * Research Engineers, Intl. * Date= FEB 25, 2008 * Time= 9:32:16 + + * USER ID: Naeem Akhter, PE ++++++++++++++++++++++++++++++++++++++++++++++++++++ 1. STAAD SPACE A25-13 HAROLD AICHELE INPUT FILE: A25 -13, 20-85 CBC2007 HAROLD AICHELE.STD 2. START JOB INFORMATION 3. JOB NAME'A 25W - 13H ARCH BUILDING 4. JOB CLIENT HAROLD AICHELE, OROVILLE, CA 5. JOB NO 20-15778P 6. JOB PART 20PSF LL, 85MPH WL, EXP. C, CBC2007, PARTIALLY ENCLOSED 7. ENGINEER NAME NAEEM 8. ENGINEER DATE 25 -FEB -08 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 13. 1 -12.55 -5.37 0; 2 -12.55 -4.29 0; 3 -12.55 -3.22 0; 4 -12.55 -2.15 0 14. 5 -12.55 -1.07 0; 6 -12.55 0 0; 7 -12.53 0.44 0; 8 -12.47 0.88 0 15. 9 -12.38 1.32 0; 10 -12.24 1.74 0; 11 -12.07 2.15 0; 12 -11:86 2.54 0 16. 13 -11.62 2.91 0; 14 -11.35 3.26 0; 15 -11.04 3.58 0;-16 -10.71 3.88 0 17. 17 -10.36 4.14 0; 18 -9.98 4.37 0; 19 -9.58 4.57 0; 20 -9.17 4.73 0 18. 21 -8.67 4.9 0; 22 -8.16 5.07 0; 23 -7.66 5.24 0; 24 -7.15 5.4 0 19. 25 -6.65 5.57 0; 26 -6.15 5.74 0; 27 -5.64 5.91 0; 28 -5.14 6.07 0 20. 29 -4.64 6.24 0; 30 -4.13 6.41 0; 31 -3.63 6.58 0; 32 -3.13 6.75 0 21. 33 -2.62 6.91 0; 34 -2.12 7.08 0; 35 -1.62 7.25 0; 36 -1.22 7.37 0 22. 37 -0.82 7.45 0; 38 -0.41 7.5 0; 39 0 7.52 0; 40 0.41 7.5 0; 41 0.82 7.45 0 23. 42 1.22 7.37 0; 43 1.62 7.25 0; 44 2.12 7.08 0; 45 2.62 6.91 0; 46 3.13 6.75 0 24. 47 3.63 6.58 0; 48 4.13 6.41 0; 49 4.64 6.24 0; 50 5.14 6.07 0; 51 5.64 5.91 0 25. 52 6.15 5.74 0; 53 6.65 5.57 0; 54 7.15 5.4 0; 55 7.66 5.24 0; 56 8.16 5.07 0 26. 57 8.67 4.9 0; 58 9.17 4.73 0; 59 9.58 4.57 0; 60 9.98 4.37 0; 61 10.36 4.14 0 27. 62 10.71 3.88 0; 63 11.04 3.58 0; 64 11.35 3.26 0; 65 11.62 2.91 0 28. 66 11.86 2.54 0; 67 12.0.7 2.15 0; 68 12.24 1.74 0; 69 12.38 1.32 0 29.'70 12.47 0.88 0; 71 12.53 0.44.0; 72 12.55 0 0; 73 12.55 -1.07 0 30. 74 12.55 -2.15 0; 75 12.55 -3.22 0; 76 12.55 -4.29 0; 77 12.55 -5.37 0 31. MEMBER.INCIDENCES 32. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11 33. 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19 34. 19 19 20; 20 20 21; 21 21 22; 22 22 23; 23 23 24; 24 24 25; 25 25 26; 26 26 27 35. 27 27 28; 28 28 29; 29 29 30; 30 30 31; 31 31 32; 32 32 33; 33 33 34; 34 34 35 36. 35 35 36; 36 36 37; 37 37 38; 38 38 39; 39 39 40; 40 40 41; 41 41 42; 42 42 43 37. 43 43 44; 44 44 45; 45 45 46; 46 46 47; 47 47 48; 48 48 49; 49 49 50; 50 50 51 313. 51 51 52; 52 52 53; 53 53 54; 54 54 55; 55 55 56; 56 56 57; 57 57 58; 58 58 59 39. 59 59 60; 60 60 61; 61 61 62; 62 62 63; 63 63 64; 64 64 65;. 65 65 66; 66 66 67 40. 67 67 68; 68 68'69; 69 69 70; 70 70 71; 71 71 72; 72 72 73; 73 73 74; 74 74 75 C:\Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 1 of 14 A25-13 HAROLD AICHELE 41. 75 75 76; 76 76 77 42. UNIT INCHES KIP 43. DEFINE MATERIAL START 44. ISOTROPIC STEEL 45. E 29000 46. POISSON 0.3 47. DENSITY 0.000283 48. ALPHA 6.5E-006 49. DAMP 0.03 50. END DEFINE MATERIAL , 51. UNIT FEET KIP 52. CONSTANTS 53. MATERIAL STEEL MEMB 1 TO 76 54. MEMBER PROPERTY AMERICAN 55. l'TO 76 PRIS YD 0.0833 ZD 0.1125 56. UNIT INCHES KIP 57. SUPPORTS 58. 1 PINNED 59. 77 FIXED BUT MY MZ 60. UNIT FEET KIP 61. LOAD 1 DEAD DL 62. MEMBER LOAD 63. 1 TO 76 UNI GY -0.005 64. LOAD 2 LL 20PSF 65. MEMBER LOAD 66. 11 66 UNI GY -0.005 67. 12 65 UNI GY -0.01 68. 13 64 UNI GY -0.016 69. 14 63 UNI GY -0.021 70. 15 62 UNI GY -0.026 71. 16 61 UNI GY -0.031 72. 17 60 UNI GY -0.036 73. 18 TO 59 UNI GY -0.04 74. LOAD 3 UNBAL LL 75. MEMBER LOAD 76. 10 UNI GY -0.001 77. 11 UNI GY -0.011 78. 12 UNI GY -0.021 79. 13 UNI GY -0.031 80. 14 UNI GY -0.041 81. 15 UNI GY -0.051 82. 16 UNI GY -0.062 83. 17 UNI GY -0.072 84. 18 UNI GY -0.077 85. 19 UNI GY -0.064 86. 20 TO 35 UNI GY -0.05 87. 36 UNI GY -0.038 88. 37 UNI GY -0.025 89. 38 39 UNI GY -0.013 90. LOAD 4 WLL 85MPH 91. MEMBER LOAD - 92. 1 TO 11 UNI GX 0.0138 93. 12 TO 38 UNI GY 0.0184 94. 39 TO 65 UNI GY 0.0125 95. 66 TO 76 UNI GX 0.0112 96. LOAD 5 WLR 85MPH Monday, February 25, 2008, 09:33 AM -- PAGE NO. 2 C:\Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 2 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 3 97. MEMBER LOAD 98. 1 TO 11 UNI GX -0.0112 99. 12 TO 38 UNI GY 0.0125 100. 39 TO 65 UNI GY 0.0184 101. 66 TO 76 UNI GX -0.0138 102. LOAD 6 IP 103. MEMBER LOAD 104. 1 TO 11 UNI GX -0.0146 105. 12 TO 65 UNI GY 0.0146 106. 66 TO 76 UNI GX 0.0146 107. LOAD 7 IS 108. MEMBER LOAD 109. 1 TO 11 UNI GX 0.0146 110. 12 TO 65 UNI GY -0.0146 111. 66 TO 76 UNI GX -0.0146 112. LOAD 8 EWP 113. MEMBER LOAD 114. 1 TO 11 UNI GX -0.012 115. 12 TO 65 UNI GY 0.0184 116. 66 TO 76 UNI GX 0.012 117. LOAD COMB 9 DL + LL 118. 1 1.0 2 1.0 119. LOAD COMB 10 DL + UNBAL LL 120. 1 1.0 3 1.0 121. LOAD COMB 11 0.6DL + WLL + IP 122. 1 0.6 4 1.0 6 1.0 123. LOAD COMB 12 0.6DL + WLR + IP 124. 1 0.6 5 1.0 6 1.0 125. LOAD COMB 13 0.60L + WLL + IS 126. 1 0.6 4 1.0 7 1.0 127. LOAD COMB 14 0.6DL + WLR + IS 128. 1 0.6 5 1.0 7 1.0 129. LOAD COMB 15 0.6DL + EWP + IP 130. 1 0.6 8 1.0 6 1.0 131. LOAD COMB 16 0.6DL + EWP + IS 132. 1 0.6 8 1.0 7 1.0 133. LOAD COMB 17 DL + 0.75 (LL+WLL+IP) 134. 1 1.0 2 0.75 4 0.75 6 0.75 135. LOAD COMB 18 DL + 0.75 (LL+WLR+IP) 136. 1 1.0 2 0.75 5 0.75 6 0.75 137. LOAD COMB 19 DL + 0.75 (LL+WLL+IS) 138. 1 1.0 2 0.75 4 0.75 7 0.75 139. LOAD COMB 20 DL + 0.75 (LL+WLR+IS) 140. 1 1.0 2 0.75 5 0.75 7 0.75 141. PERFORM ANALYSIS C:\Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 3 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 4 P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 77/ 76/ 2 ORIGINAL/FINAL BAND -WIDTH= 1/ 1/ 12 DOF TOTAL PRIMARY LOAD CASES = 8, TOTAL DEGREES OF FREEDOM = 455 SIZE OF STIFFNESS MATRIX = 6 DOUBLE KILO -WORDS REQRD/AVAIL. DISK SPACE = 12.2/ 46358.2 MB 142. PRINT SUPPORT REACTION LIST 1 77 C:1Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 4 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 5 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE ----------------- = SPACE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 1 0.02 0.11 0.00 0.00 0.00 0.00 2 0.19 0.48 0.00 0.00 0.00 0.00 3 0.12 0.49 0.00 0.00 0.00 0.00 4 -0.18 -0.25 0.00 0.00 0.00 0.00 5 0.02 -0.15 0.00 0.00 0.00 0.00 6 0.00 -0.19 0.00 0.00 0.00 0.00 7 0.00 0.19 0.00 0.00 0.00 0.00 8 -0.03 -0.24 0.00 0.00 0.00 0.00 9 0.21 0.59 0.00 0.00 0.00 0.00 10 0.14 0.60 0.00 0.00 0.00 0.00 11 -0.17 -0.38 0.00 0.00 0.00 0.00 12 0.04 -0.28 0.00 0.00 0.00 0.00 13 -0.17 0.00 0.00 0.00 0.00 0.00 14 0.03 0.10 0.00 0.00 0.00 0.00 15 -0.01 -0.37 0.00 0.00 0.00 0.00 16 -0.02 0.01 0.00 0.00 0.00 0.00 17 0.03 0.13 0.00 0.00 0.00 0.00 18 0.18 0.21 0.00 0.00 0.00 0.00 19 0.03 0.42 0.00 0.00 0.00 0.00 20 0.18 0.50 0.00 0.00 0.00 0.00 77 1 -0.02 0.11 0.00 0.00 0.00 0.00 2 -0.19 0.48 0.00 0.00 0.00 0.00 3 -0.12 0.16 0.00 0.00 0.00 0.00 4 -0.02 -0.15 0.00 0.00 0.00 0.00 5 0.18 -0.25 0.00 0.00 0.00 0.00 6 0.00 -0.19 0.00 0.00 0:00 0.00 7 0.00 0.19 0.00 0.00 0.00 0.00 8 0.03 -0.24 0.00 0.00 0.00 0.00 9 -0.21 0.59 0.00 0.00 0.00 0.00 10 -0.14 0.26 0.00 0.00 0.00 0.00 11 -0.04 -0.28 0.00 0.00 0.00 0.00 12 0.17 -0.38 0.00 0.00 0.00 0.00 13 -0.03 0.10 0.00 0.00 0.00 0.00 14 0.17 0.00 0.00 0.00 0.00 0.00 15 0.01 -0.37 0.00 0.00 0.00 0.00 16 0.02 0.01 0.00 0.00 0.00 0.00 17 -0.18 0.21 0.00 0.00 0.00 0.00 18 -0.03 0.13 0.00 0.00 0.00 0.00 19 -0.18 0.50 0.00 0.00 0.00 0.00 20 -0.03 0.42 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** Wwx 0,49 C:\Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.an1 Page 5 of 14 ' A25-13 HAROLD AICHELE 143. PRINT MAXFORCE ENVELOPE LIST 1 TO 76 Monday, February 25, 2008, 09:33 AM -- PAGE N0. 6 C:1Documents and Settings\NaeemlMy Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 6 of 14, A25-13 HAROLD AICHELE MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE KIP FEET MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS MEMB FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD 1 MAX 0.18 0.00 4 0.23 1.08 9 0.00 0.00 1 0.00 0.00 1 MIN -0.21 1.08 9 -0.19 1.08 4 0.00 1.08 20 0.00 1.08 20 2 MAX 0.17 1.07 11 0.46 1.07 9 0.00 0.00 1 0.00 0.00 1 MIN -0.21 1.07 9 -0.36 1.07 4 0.00 1.07 20 0.00 1.07 20 3 MAX 0.17 1.07 11 0.69 1.07 9 0.00 0.00 1 0.00 0.00 1 MIN -0.21 1.07 9 -0.54 1.07 11 0.00 1.07 20 0.00 1.07 20 4 MAX 0.17 1.08 11 0.92 1.08 9 0.00 0.00 1 0.00 0.00 1 MIN -0.21 1.08 9 -0.72 1.08 11 0.00 1.08 20 0.00 1.08 20 5 MAX 0.17 1.07 11 1.15 1.07 9 0.00 0.00 1 0.00 0.00 1 MIN -0.21 1.07 9 -0.90 1.07 11 0.00 1.07 20 0.00 1.07 20 6 MAX 0.15 0.44 11 1.23 0.44 9 0.00 0.00 1 0.00 0.00 1 MIN -0.19 0.44 9 -0.97 0.44 11 0.00 0.44 20 0.00 0.44 20 7 MAX 0.13 0.44 15 1.29 0.44 9 -0.00 0.00 1 0.00 0.00 1 MIN -0.14 0.44 9 -1.02 0.44 11 0.00 0.44 20 0.00 0.44 20 8 MAX 0.11 0.45 15 1:33 0.45 9 0.00 0.00 1 0.00 0.00 1 MIN -0.10 0.45 20 -1.06 0.45 11 0.'00 0.45 20 0.00 0.45 20 9 MAX 0.07 0.44 15 1.35 0.44 9 0.00 0.00 1 0.00 0.00 1 Monday, February 25, 2008, 09:33 AM -- PAGE NO. 7 FX DIST LD 0.60 C 0.00 10 0.39 T .1.08 11 0.59 C 0.00 10 0.39 T 1.07 11 0.59 C 0.00 10 0.39 'T 1.07 11 0.58 C 0..00 10 0.40 T 1.08 11 0.57 C 0.00 10 0.40 T 1.07 11 0.58 C 0.00 10 0.41 T 0.44 11 0.58 C 0.00 9 0.42 .T 0.44 11 0.59 C 0.00 9 0.43 T 0.45 11 0.60 C 0.00 9 C:\Documents ,and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 7 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 8 MIN -0.05 0.44 19 -1.07 0.44 11 0.00 0.44 20 0.00 0.44 20 0.44 T 0.44 11 10 MAX 0.08 0.00 10 1.35 0.00 9 0.00 0.00 1 0.00 0.00 1 0.59 C 0.00 9 MIN -0.05 0.44 13 -1.07 0.44 11 0.00 0.44 20 0.00 0.44 20 0.45 T 0.44 15 11 MAX 0.14 0.00 10 1.34 0.00 9 0.00 0.00 1 0:00 0.00 1 0.59 C 0.00 9 MIN -0.06 0.44 13 -1.07 0.00 11 0.00 0.44 20 0.00 0.44 20 0.46 T 0.44 15 12 MAX 0.18 0.00 10 1.31 0.00 9 0.00 0.00 1 0.00 0.00 1 0.58 C 0.00 9 MIN -0.08 0.00 4 -1.06 0.00 11 0.00 0.44 20 0.00 0.44. 20 0.45 T 0.00 15 13 MAX 0.22 0.00 10 1.26 0.00 9 0.00 0.00 1 0.00 0.00 1 0.56 C 0.00 9 MIN -0.10 0.00 11 -1.02 0.00 11 0.00 0.44 20 0.00 0.44 20 0.44 T 0.00 15 14 MAX 0.26 0.00 10 1:19 0.00 9 0.00 0.00 1 0.00 0.00 1 0.53 C 0.00 9 MIN -0.14 0.00 17. -0.98 0.00 11 0.00 0.45 20 0.00 0.45 20 0.42 T 0.00 15 15 MAX 0.28 0.00 10 1.09 0.00 9 0.00 0.00 1 0.00 0.00 1 0.51 C 0.00 9 MIN -0.16 0.00 11 -0.92 0.00 11 0.00 0.45 20 0.00 0.45 20 0.41 T 0.00 15 16 MAX 0.30 0.00 10 0.99 0.00 9 0.00 0.00 1 0.00 0.00 1 0.47 C 0.00 9 MIN -0.18 0.00 11 -0.85 0.00 11 0.00 0.44 20 0.00 0.44 20 0.39 T 0.00 15 17 MAX 0.31 0.00 10 0.87 0.00 9 0.00 0.00 1 0.00 0.00 1 0.44 C 0.00 9 MIN -0.20 0.00 11 -0.77 0.00 11 0.00 0.44 20 0.00 0.44 20 0.36 T 0.00 15 18 MAX 0.33 0.00 9 0.75 0.00 20 0.00 0.00 1 0.00 0.00 1 0.40 C 0.00 9 MIN -0.22 0.00 11 -0.69 0.00 11 0.00 0.45 20 0.00 0.45 20 0.34 T 0.00 15 19 MAX 0.34 0.00 9 0.63 0.00 20 0.00 0.00 1 0.00 0.00 1 0.36 C 0.00 9 MIN -0.23 0.00 11 -0.59 0.00 11 0.00 0.44 20 0.00 0.44 20 0.32 T 0.00 15 20 MAX 0.34 0.00 9 0.51 0.00 '20 0.00 0.00 1 0.00 0.00 1 0.34 C 0.00- 9 C:IDocuments and Settings\Naeem\My Documents\US BLDGS1A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 8 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 9 MIN -0.23 0.00 11 -0.49 0.00 11 0.00 0.53 20 0.00 0.53 20 0.31 T 0.00 15 21 MAX 0.32 0.00 9 0.37 0.00 20 0.00 0.00 1 0.00 0.00 1 0.33 C 0.00 9 MIN -0.22 0.00 11 -0.47 0.54 3 0.00 0.54 20 0.00 0.54 20 0.30 T 0.00 15 22.MAX 0.30 0.00 9 0.24 0.00 20 0.00 0.00 1 0.00 0.00 1 0.33 C 0.00 9 MIN -0.20 0.00 11 -0.58 0.53 10 0.00 0.53 20 0.00 0.53 20 0.30 T 0.00 15 23 MAX 0.28 0.00 9 0.27 0.53 12 0.00 0.00 1 0.00 0.00 1 0:31 C 0.00 9 MIN -0.19 0.00 11 -0.68 0.53 10 0.00 0.53 20 0.00 0.53 20 0.29 T 0.00 15 24 MAX 0.25 0.00 9 0.32 0.53 12 0.00 0.00 1 0.00 0.00 1 0.31 C 0.00 9 MIN -0.17 0.00 11 -0.76 0.53 10 0.00 0.53 20 0.00 0.53 20 0.29 T 0.00 15 25 MAX 0.23 0.00 9 0.37 0.53 12 0.00 0.00 1 0.00 0.00 1 0.30 C 0.00 9 MIN -0.15 0.00 11 -0.83 0.53 '10 0.00 0.53 20 0.00 0.53 20 0.28 T 0.00 15 26 MAX 0.21 0.00 9 0.41 0.54 12 0.00. 0.00 1 0.00 0.00 1 0.29-C 0.00 9 MIN -0.14 0.00 11 -0.89 0.54 10 0.00 0.54 20 0.00 0.54 20 0.28 T 0.00 15- 27 MAX 0.19 0.00 9 0.44 0.52 12 0.00 0.00 1 0.00 0.00 1 0.28 C 0.00 9 MIN -0.13 0.00 11 -0.93 0.52 10 0.00 0.52 20 0.00 0.52 20 0.27 T 0.00 15 28 MAX 0.16 0.00 9 0.47 0.53 12 0.00 0.00 1 0.00 0.00 1 0.28 C 0.00 9 MIN -0.11 0.00 11 -0.95 0.53 10 0.00 0.53 20 0.00 0.53 20 0.27.T 0.00 15 29 MAX 0.14 0.00 9 0.49 0.54 12 0.00 0.00 1 0.00 0.00 1 0.27 C 0.00 9 MIN -0.10 0.00 11 -0.97 0.54 10 0.00 0.54 20 0.00 0.54 20 0.26 T 0.00 15 30 MAX 0.11 0.00 9 0.50 0.53 12 0.00 0.00 1 0.00 0.00 1 0.26 C 0.00 9 MIN -0.08 0.00 11 -0.97 0.13 10 0.00 0.53 20 0.00 0.53 20 0.26 T 0.00 15 31 MAX 0.09 0.00 9 0.51 0.53 12 0.00 0.00 1 0.00. 0.00 1 0.26 C 0.00 9 C:\Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 9 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 10 MIN -0.06 0.00 11 -0.96 0.00 10 0.00 0.53 20 0.00 0.53. 20 0.25 T 0.00 15 32 MAX 0.08 0.00 9 0.51 0.49 12 0.00 0.00 1 0.00 0.00 1 0.25 C 0.00 9 MIN -0.08 0.53 3 -0.94 0.00 10 0.00 0.53 20 0.00 0.53 20 0.25 T 0.00 15 33 MAX 0.05 0.00 9 0.51 0.00 12 0.00 0.00 1 0.00 0.00 1 0.24 C 0.00 9 MIN -0.11 0.53 3 -0.92 0.53 9 0.00 0.53 20 0.00 0.53 20 0.24 T 0.00 15 34 MAX 0.03 0.00 18 0.50 0.00 12 0.00 0.00 1 0.00 0.00 1 0.23 C .0.00 9 MIN -0.13 0.53 10 -0.93 0.53 9 0.00 0.53 20 0.00 0.53 20 0.24 T 0.00 15 35 MAX 0.03 0.42 12 0.49 0.00 12 0.00 0.00 1 0.00 0.00 1 0.23 C 0.00 9 MIN -0.15 0.42 10 -0.93 0.21 9 0.00 0.42 20 0.00 0.42 20 0.23 T 0.00 15 36 MAX 0.03 0.41 12 0.48 0.00 12 0.00 0.00 1 0.00 0.00 1 0.22 C 0.00 9 MIN -0.16 0.41 10 -0.93 0.27 9 0.00 0.41 20 0.00 0.41 20 0.23 T 0.00 15 37 MAX 0.02 0.41 12 0.47 0.00 12. 0.00 0.00 1 0.00 0.00 1' 0.22 C 0.00 9 MIN -0.16 0.41 10 -0.93 0.24 9 0.00 0.41 20 0.00 0.41 20 0.23 T 0.00 15 38 MAX 0.02 0.41 12 0.46 0.00 12 0.00 0.00 1 0.00 0.00 1 0.21 C 0.00 9 MIN -0.16 0.41 10 -0.93 0.17 9 0.00 0.41 20 0.00 0.41 20 0.23 T .0.00 15 39 MAX 0.02 0.00 20 0.46 0.41 11 0.00 0.00 1 0.00 0.00 1 0.21 C 0.41 9 MIN -0.15 0.41 10 -0.93 0.24 9 0.00 0.41 20 0.00 0.41 20 0.23 T 0.41 15 40 MAX 0.02 0.00 20 0.47 0.41 11 0.00 0.00 1 0.00 0.00 1 0.22 C 0.41 9 MIN -0.14 0.41 10 -0.93 0.17 9 0.00 0.41 20 0.00 0.41 20 0.23 T 0.41 15 41 MAX 0.03 0.41 14 0.48 0.41 11 0.00 0.00 1 0.00 0.00 1 0.22 C 0.41 9 MIN' =0.13 0.41 10 -0.93 0.14 9 0.00 0.41 20 0.00 0.41 20 0.23 T 0.41 15 42 MAX 0.03 0.42 14 0.49 0.42 11 0.00 0.00 1 0.00 0.00 1 0.23 C 0.42 9 C:\Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 10 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 11 MIN -0.12 0.42 10 -0.93 0.21 9 0.00 0.42 20 0.00 0.42 20 0.23 T 0.42 15 43 MAX 0.03 0.53 14 0.50 0.53 11 0.00 0.00 1 0.00 0.00 1 0.23 C 0.53 9 MIN -0.11 0.53 10 -0.93 0.00 9 0.00 0.53 20 0.00 0.53 20 0.24 T 0.53 15 44 MAX 0.04 0.'53 5 0.51 0.53 11 0.00 0.00 1 0.00 0.00 1 0.24 C 0.53 9 MIN -0.12 0.53 10 -0.92 0.00 9 0.00 0.53 20 0.00 0.53 20 0.24 T 0.53 15 45 MAX 0.05 0.53 12 0.51 0.04 11 0.00 0.00 1 .0.00 0.00 1 0.25 C 0.53 9 MIN -0.12 0.53 10 -0.90 0.00 9 0.00 0.53 20 0.00 0.53 20 0.25 T 0.53 15 46 MAX 0.06 0.53 12 0.51 0.00 11 0.00 0.00 1 0.00 0.00 1 0.26 C 0.53 9 MIN -0.12 0.53 10 -0.87 0.00 9 0.00 0.53 20 0.00 0.53 20 0.25 T 0.53 15 47 MAX 0.08 0.53 12 0.50 0.00 11 0.00 0.00 1 0.00 0.00 1 0.26 C 0.53 9 MIN -0.12 0.53 10 -0.83 0.00 9 0.00 0.53 20 0.00 0.53 20 0.26 T 0.53 15 48 MAX 0.10 0.54 12 0.49 0.00 11 0.00 0.00 1 0.00 0.00 1 0.27 C 0.54 9 MIN -0.14 0.54 9 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20 56 MAX 0.22 0.54 12 0.53 0.00 0.00 1 MIN -0.32 0.54 9 0.00 0.00 0.54 20 57 MAX 0.23 0.53 12 10 0.00 0.00 1 MIN -0.34 0.53 9 0.54 0.00 0.53 20 58 MAX 0.23 0.44 12 0.00 0.00 0.00 1 MIN -0.34 0.44 9 10 0.00 0.44 20 59 MAX 0.22 0.45 12 0.53 0.00 0.00 1 MIN -0.33 0.45 9 0.00 0.00 0.45 20 60 MAX 0.20• 0.44 12 10 0.00 0.00 1 MIN -0.31 0.44 9 0.44 0.00 0.44 20 61 MAX 0.18 0.44 12 0.00 0.00 0.00 1 MIN -0.28 0.44 9 10 0.00 0.44 20 62 MAX 0.16 0.45 12 0.45 0.00 0.00 1 MIN -0.24 0.45 9 0.00 0.00 0.45 20 63 MAX 0.14 0.45 12 9 0.00, 0.00 1 MIN -0.22 0.45 9 0.44 0.00 0.45 20 64 MAX 0.10 0.44 12 0.00 0.00 0.'00 1 Monday, February 25, 2008, 09:33,AM -- PAGE NO. 12 -0.33 0.00 20 0.00 0.53 20 0.29 T 0.53 15 0.47 0.53 3 0.00 0.00 1 0.31 C 0.53 9 -0.26 0.00 20 0.00 0.53 20 0.29 T 0.53 15 0.54 0.53 10 0.00 0.00 1 0.33 C 0.53 9 -0.27 0.53 12 0.00 0.53 20 0.30 T 0.53 15 0.62 0.54 10 0.00 0.00 1 0.33 C 0.54 9 -0.38 0.54 12 0.00 0.54 20 0.30 T 0.54 15 0.70 0.53 10 0.00 0.00 1 0.34 C 0.53 9 -0.49 0.53 12 0.00 0.53 20 0.31 T 0.53 15 0.76 0.44 10 0.00 0.00 1 0.36 C 0.44 9 -0.59 0.44 12 0.00 0.44 20 0.32 T 0.44 15 0.81 0.45 10 0.00 0.00 1 0.40 C 0.45 9 -0.69 0.45 12 0.00 0.45 20 0.34 T 0.45 15 0.87 0.44 9 0.00 0.00 1 0.44 C 0.44 9 -0.77 0.44 12 0.00 0.44 20 0.36 T 0.44 15 0.99 0.44 9 0.00 0.00 1 0.47 C 0.44 9 -0.85 0.44 12 0.00 0.44 20 0.39 T 0.44 15 1.09 0.45 9 0.00 0.00 1 0.51 C 0.45 9 -0.92 0.45 12 0.00 0.45 20 0.41 T 0.45 15 1.19 0.45 9 0.00 0.00 1 0.53 C 0.45 9 -0:98 0.45 12 0.00 0.45 20 0.42 T 0.45 15 1.26 0.44 9 0.00 0.00 1 0.56 C 0.44 9 C:\Documents and Settings\Naeem\My Documents\US BLDGS\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 12 of 14 Monday, February 25, 2008, 09:33 AM A25-13 HAROLD AICHELE -- PAGE NO. 13 MIN -0.16 0.44 9 -1.02 0.44 12 0.00 0.44 20 0.00 0.44 20 0.44 T 0.44 15 65 MAX 0.08 0.44 '5 1.31 0.44 9 0.00 0.00 1 0.00 0.00 1 0.58 C 0.44 9 MIN -0.12 0.44 9 -1.06 0.44 12 0.00 0.44 20 0.00 0.44 20 0.45 T 0.44 15 66 MAX 0.06 0.00 '14 1.34 0.44 9 0.00 0.00 1 0.00 0.00 1 0.59 C 0.44 9 MIN -0.07 0.44 9 -1.07 0.44 12 0.00 0.44 20 0.00 0.44 20 0.46 T 0.00 15 67 MAX 0.05 0.00 14 1.35 0.44 9 0.00 0.00 1 0.00 0.00 1 0.59 C 0.44 9 MIN -0.05 0.00 15 -1.07 0.00 12 0.00 0.44 20 0.00 0.44 20 0.45 T 0.00 15 68 MAX 0.06' 0.00 10 1.35 0.00 9 0.00 0.00 1 0.00 0.00 1 0.60 C 0.44 9 MIN -0.07 0.00 15 -1.07 0.00 12 0.00 0.44 20 0.00 0.44 20 0.44 T 0.00 12 69 MAX 0.10 0.00 19 1.33. 0.00 9 0.00 0.00 1 0.00 0.00 1 0.59 C 0.45 9 MIN -0.11 0.00 15 -1.06 0.00 12 0.00 0:45 20 0.00 0.45 20 0.43 T 0.00 12 70 MAX 0.14 0.00 9 1.29 0.00 9 0.00 0.00 1 0.00 0.00 1 0.58 C 0.44 9 MIN -0.13 0.00 15 -1.02 0.00 12 0.00 0.44 20 0.00 0.44 20 0.42 T 0.00 12 71 MAX 0.19 0.00 9 1.23 0.00 9 0.00 0.00 1 0.00 0.00 1 0.57 C 0.44 9 MIN -0.15 0.00 12 -0.97 0.00 12 0.00 0.44 20 0.00 0.44 20 0.41 T 0.00 12 72 MAX 0.21 0.00 9 1.15 0.00 9 0.00 0.00 1 0.00 0.00 1 0.57 C 1.07 9 MIN -0.17 0.00 12 -0.90 0.00 12 0.00 1.07 20 0.00 1.07 20 0.40 T 0.00 12 73 MAX 0.21 0.00 9 0.92 0.00 9 0.00 0.00 1 0.00 0.00 1 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FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= FEB 25,2008 TIME= 9:32:17 **** ************************************************************ * For questions on STAAD.Pro, please contact * * Research Engineers Offices at the following locations * * Telephone Email * USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905)632-4771 detech@odandetech.com * UK +44(1454)207-000 support@reel.co.uk * FRANCE +33(0)1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 support@reel.co.uk * SINGAPORE +65 6225-6015/16 support@reiasia.net * INDIA +91(033)2357-3575 support@calcutta.reiusa.com * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp. * * CHINA +86(411)363-1983 support@reiasia.net * * North America support@reiusa.com * Europe support@reel.co.uk * Asia support@reiasia.net ************************************************************ C:\Documents and Settings\Naeem\My Documents\US BLDGS.\A25 -13, 20-85 CBC2007 HAROLD AICHELE.anl Page 14 of 14 BN INESBI, &UgMu�5 1EM@uHMMuM@ Civil Engineering and Design 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com FOUNDATION & SOIL INVESTIGATION REPORT April 6, 2008 Owner Name: Harold & Sarah Aichele Project Site: 1222 Middle Honcut Road Oroville, CA 95966 QS0 E SS / N <c O�vGLAS 9 9/F2 w C �. or -1 No. 65286 * 09-30-2009 s� �IV1� qTF OF C A0 � {Q BUTTEC00�� fY 1G6/�i�/ILOW ... arjy y . APPROVED C:Wusmus Engincering\2008 ProjectMarolMoils_Investigation 04-06-08.doc 100 is AUUSMUS ENGINEERING &P�WR� R Civil Engineering and Design 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com References 1. 2007 California Building Code 2. United States Department of Agriculture, Natural Resource Conservation Service 3. Butte County Mulit-Jurisdictional All Hazard Pre-Disaster Mitigation Plan; March 2007 Limitations of this Investigation This investigation report and analysis is only applicable for the type of structure as stated the introduction of this report. The owner has expressed that another structure is planned for the future on this lot. If the project is similar, this report may be used for the future building. If the project's scope has changed, Ausmus Engineering shall be notified to address its impacts. A complete geotechnical investigation and report shall be required by a licensed Geotechnical Engineer, where an investigation revels any of the following, • Organic material such as decomposing leaves, bark, trees and brush • High water tables • Excessive clays Pile and pier foundations require a complete Geotechnical report and soil classification and will not be performed by Ausmus Engineering. Purpose The purpose of this study is to explore and evaluate the surface and subsurface soil conditions at the site and to develop information regarding the feasibility of this project. A seismic analysis will also be performed whose minimum values will be used by the structural designer for the applied loads. This report is not intended to replace a geotechnical report and will not give design values that supersede those listed in the California Building Code. Scope 1. Review of geologic and topographic data available to Ausmus Engineering at the time of the study 2. Field study consisting of a visual site reconnaissance, followed by an exploratory test pit to characterize the subsurface conditions 3. Comparison of visual site characteristics with the United States Department of Agriculture, Natural Resource Conservation Service database 4. Site analysis for potential hazards including, flooding, liquefaction, landslides, high water table, differential settlement and expansive soils 5. Preparation of this report summarizing the findings and conclusions. Important Notes Always notify Ausmus Engineering whenever the scope of the project has changed in order to request an assessment of its impact. Ausmus Engineering cannot accept responsibility or liability for problems that occur due to changes in scope. It is recommended that Ausmus Engineering be notified during construction in order to more accurately assess and mitigate unanticipated conditions that were not readily apparent during the initial site visit. C:wusmus Engineering\2008 Projects\Harold\Soils_Investigation 04-06-08.doc W is ENGINEERING &UgMU95 MHOUHIMIRUM@ Civil Engineering and Design Ak 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com U Print ® Send ea Link to this page T - 6pp#p"BNew 162 rotills`ils` '^°�'nRo Horleton — n " � I oiovllle Map Satellhe Terrain _ Chabenge ❑y Z*01 . o a BrmvrsvBld II Ft4 '�'a ay.� y�yyandoha R on kllerma � _ 99 r.—It'45 firs. 7h Eest`B` Oak -Grow ygs Vbta slogs Robles 4 y. 0 9 2 Bangor FrerKRtdim Peaehton /�`��-F Z - riQle' Robinsons s Slope Dobbuu "I Gridley Corner o Oregon Wuso ,Fagan Craig ///���V SGnfiekl - yR1rl 70W wn Leiter X 99a. Loma Rca I{ j 2T IOlne Hil' I BAdg" 3' l 7 ra' PwrfigLen'Rd>=>•s We Oak 99 I Raminu le ✓\ Bf if Valley M -.ay Flat lip, �`)+_ Clerk RO- qM— y L V SioaN Flair\ - �-/ \ 'Wil Enc,"inal Lnmo 0 j1=- �rimbuctoo F SWWan IU . UeYo Ln� Veeey RCf' - ..�+"'.i - �Smanvg® Sarzt— 99 SI IBn d 1 R ®2008 Ooajb.- Met dda @M NAVTEQ— - : R C:Wusmus Engineering\2008 Projects\Harold\Soils_Investigation 04-06-08.doc 3at1V INEERENG &UQNUM� MHOURIUMM@ Civil Engineering and Design 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com Introduction Based on a review of the plot plan and building plans, provided by the owner, the project consists of a proposed 25' x 34.5' carport to be constructed at adjacent to a manufactured home at 1222 Middle Honcut Road in Homcut, CA. The carport will be constructed with light steel framing and a concrete slab with continuous footings. Topography As seen in Photo 1, the project site consists of very flat open areas with very limited trees and shrubs. The elevation is approximately 100' above mean sea level. CAAusmus Engineering\2008 ProjectMarolMoils_Investigation 04-06-08.doc 14ifl�^ USMUS &UQ(�WUQ'�Enci�E�I�c ° Civil Engineering and Design 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com • p b�f,0 w4 .1iCD0 n .C.� 6wQ•�~ O !� i \`�\ tt�w0 :Jd C4 �b4 Ctr� 'rte .Q + IL a 'Ii4 IL 1 ce i L"O&AM wo- W aO ft%%C>ftTA Cre Q w 1 Homesite e+C=0=9M *z �L� >> V, j reC a-os.q c * flo •a �. { •sew w�.� O /.b0►�O 6 re s o.r-. _ ".Oft. WacoC_ ,,." - 't f A C L y - — .��.• GCS Ct►P "Cir•.+ ' -z) 4 C� v•�04 �Qaw•� .• �o FT.' '. F)&t Q P Test Pit One test pits was excavated near the center of the proposed foundation perimeter to a depth of 1 feet. The excavation was difficult using a! According to the MRCS, the typical soil for this region consists of somewhat poorly drained clayey loam: 80% Eastbiggs Loam, 20% Kimball Loam and similar loams with minor components., which agreed with the visual analysis. Typical profiles for this type of soil can be seen in the appendix if this report. If subsurface material is uncovered during the excavation of the footings that is inconsistent, with that discovered in the test pit please contact Ausmus Engineering to assess its impacts. CAAusmus Engineering\2008 ProjectMarolMoils_Investigation 04-06-08.doc S� is US US MUgW�5M ENGINEERING Civil Engineering and Design AC 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com Soil Expansion Potential The soil encountered during the excavation is considered to be semi -plastic and semi -expansive. Except for soil saturation prior to construction, Ausmus Engineering does not anticipate that additional special design consideration for expansive soils will need to be addressed for the design or construction of the proposed improvements. See Recommendations for additional information. Seismicity Butte County is located in a seismic hazard zone as identified by the Seismic Hazards Mapping Program of the California Geological Survey, since the entire County is subject to earthquakes of Modified Mercalli Intensity scale VIII. Based upon this analysis it appears reasonable to assume that earthquakes as large as Richter magnitude 6.0 or 6.5 can occur virtually anywhere in Butte County [3]. According to Figure 16-3, this site is not located near any active faults. However, the potential for this site to experience mild shaking in the future can be expected. Ausmus Engineering has performed the seismic analysis for this structure according to the 2007 California Building Code. Seismic Design per ASCE 7 Standard Occupancy Category: I (carport) Site Class D (per CBC 1613.5.2) Response Spectral Acc. S, 52.0%g Response spectral Acc. St 20.7%g Site Coefficient, Fa 1.384 Site Coefficient, F,, 1.986 Max E Acceleration, S,� .720 Max E Acceleration, S.. .411 5% Damped Design, SDs .480 5% Damped Design, SDI .274 Seismic Design Category (Is) C Liquefaction Liquefaction, which may occur under strong ground shaking during earthquakes, is the transformation of granular sediment or fill material from a solid state to a temporarily liquid state. Areas paralleling the Sacramento River that contain clean sand layers with low relative densities are estimated to have generally high liquefaction potential. Granular layers underlying most of the remaining Sacramento Valley area of Butte County have higher relative densities and thus have moderate liquefaction potential. Clean layers of granular materials older than Holocene are of higher relative densities and are thus of low liquefaction potential. Areas of bedrock, including most of eastern Butte County have no liquefaction potential, although localized areas of valley fill alluvium can have moderate to high liquefaction potential. Due to this site's location within the County and the soil type, the potential for liquefaction is considered very low. Landslide A landslide is a geologic hazard where the forces of gravity combine with other factors to cause earth material to move or slide down an incline. In a landslide, masses of rock, earth, or debris C:Wusmus Engineering\2008 Projects\Harold\Soils Investigation 04-06-08.doc e� 5� AAUSMUS ENCINEEMNG MU95WP� 109UHIMER@ Civil Engineering and Design Ak 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com move down a slope. Slope stability is dependent on many factors and their interrelationships, including rock type, slope steepness, and natural or man-made undercutting. Butte County has a history of landslides and has experienced numerous landslides resulting in damage to property. Most landslides in Butte County occur on slopes greater than 15 percent, and most new landslides occur in areas that have experienced previous landslides. The areas of highest landslide potential are in the mountainous central area of the County where well- developed soils overly impervious bedrock on steep slopes which at times undergo heavy rainfall. The slopes around flat uplands, such as Table Mountain, are also highly susceptible to landslides. Most of the rest of Butte County has moderate to low landslide potential. The areas of lowest landslide potential are the flat lands of the Sacramento Valley. [3] This site is listed in an area designated with a low to moderate potential for landslides (see appendix figure 16-7). However, due to the extremely flat surfaces adjacent to the proposed foundation, the potential for landslides at this site is considered very low. Differential Settlement Differential Settlement is the uneven settlement of elements of a structure. Peat deposits are capable of large permanent deformations as a result of earthquake shaking, including differential movement and settlement of structures. Due to the structures light weight and foundation type on a continuous perimeter slab footing on undisturbed earth, differential settlement is be considered insignificant. Excavation, Grading and Fill Excavation, grading and fill shall conform to section 1803 of the California Building Code. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 10 units horizontal (2%) for a minimum distance of 10 feet from a distance measured perpendicular from the wall or edge of slab (Exception CBC 1803.3). Compacted fill shall not exceed 12" without a complete geotechnical evaluation, performed by others. Allowable Load Bearing Values Allowable soil bearing pressure shall conform to section 1804 of the California Building Code. The allowable foundation pressure shall not exceed 1,500 psf with no allowable increases. Lateral bearing pressure shall be equal to 100 psf with an increase of 33 psf when using alternate load combinations. Lateral sliding resistance shall not exceed 130 psf except may be increased by 100 psf for each additional foot of depth to a maximum of 1500 psf. Recommendations Based upon the results of the field explorations and analysis, it is Ausmus Engineering's opinion that construction of the proposed improvement is feasible, provided that: 1. The soil within and adjacent to the structure is saturated for 24 -hours prior to the placing of concrete. This should also aid in excavation of the extremely dense soils, and 2. The 2007 California Building Code and all Federal and local provisions are followed. CAAusmus Engineering\2008 Projects\Harold\Soils_[nvestigation 04-06-08.doc Id%15' AUUU ENGINEERING &R�Wu� Mmgum[Emnumg Civil Engineering and Design Ak 3115 Johnny Lane, Chico, CA 95973 Ph: (530) 521-2648 FX: (530) 230-2700 eda@ausmusengineering.com Summary Hazard rating: Potential Water table 14 - 40 inches Ex ansive soil Moderate Seismicity Low Liquefaction: Low Landslide Low Differential Settlement Low CAAusmus Engineering\2008 Projects\Harold\Soils Investigation 04-06-08.doc .gef 1�p A FAM I vo if W-4 Wlk Custom Soil Resource Report Butte Area, California, Parts of Butte and Plumas Counties Version date:12/14/2007 8:28:36 AM 130-EASTBIGGS LOAM, 0 TO 2 PERCENT SLOPES Map Unit Setting Elevation: 90 to 120 feet Mean annual precipitation: 21 to 23 inches Mean annual air temperature: 61 degrees F Frost -free period: 250 days Map Unit Composition Eastbiggs, loam, and similar soils: 80 percent Minor components: 20 percent Description of Eastbiggs, Loam Setting Landform: Terraces Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Tread Microfeatures of landform position: Mounds Down-slope shape: Linear, convex Across -slope shape: Linear, convex Parent material: Loamy alluvium over clayey alluvium over cemented loamy alluvium derived from igneous and metamorphic rock Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 20 to 40 inches to duripan Drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water (Ksat): Very low (0.00 to 0.00 in/hr) Depth to water table: About 14 to 40 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): 5w Land capability (nonirrigated): 5w Typical profile 0 to 3 inches: Loam 3 to 10 inches: Loam 10 to 17 inches: Loam 17 to 27 inches: Clay 27 to 34 inches: Cemented material 34 to 60 inches: Cemented material Minor Components Galt, clay Percent of map unit. 9 percent Landform: Terraces 11 IOc�IS Custom Soil Resource Report Microfeatures of landform position: Swales Unnamed, clayey, duripan 10 to 20 inches Percent of map unit: 3 percent Landform: Terraces Microfeatures of landform position: Swales Unnamed, rarely flooded Percent of map unit. 2 percent Landform: Stream terraces Unnamed, frequent long ponding Percent of map unit. 2 percent Landform: Terraces Microfeatures of landform position: Vernal pools Unnamed, loamy, duripan 10 to 20 Inches Percent of map unit- 2 percent Landform: Terraces Microfeatures of landform position: Swales Kimball, loam Percent of map unit. 2 percent Landfonn: Terraces 310—KIMBALL LOAM,1 TO 3 PERCENT SLOPES Map Unit Setting Elevation: 90 to 120 feet Mean annual precipitation: 21 to 24 inches Mean annual air temperature: 61 to 63 degrees F Frost -free period: 250 to 255 days Map Unit Composition Kimball, loam, and similar soils. 85 percent Minor components: 15 percent Description of Kimball, Loam Setting Landform: Terraces Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Tread Down-slope shape: Linear Across -slope shape: Linear Parent material.- Fine -loamy alluvium over clayey alluvium over fine - loamy alluvium derived from igneous and metamorphic rock Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0. 13 to 0.20 in/hr) - Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None 12 (I a; 1 .01 Custom Soil Resource Report Maximum salinity: Nonsaline (0.0 to 0.5 mmhos/cm) Available water capacity. Very low (about 2.8 inches) Interpretive groups Land capability classification (irrigated): 2s Land capability (nonirrigated): 3s Typical profile 0 to 2 inches: Loam 2 to 4 inches: Loam 4 to 6 inches: Loam 6 to 10 inches: Loam 10 to 17 inches: Loam 17 to 34 inches: Clay 34 to 46 inches: Sandy clay loam 46 to 64 inches: Sandy clay loam Minor Components Unnamed, duripan at greater than 40 inches Percent of map unit. 5 percent Landform: Terraces Galt, clay loam Percent of map unit: 5 percent Landform: Terraces Eastbiggs, loam Percent of map unit: 5 percent Landform: Terraces 13 tlotl El Butte County Multi -Jurisdictional All Hazard Pre -Disaster Mitigation Plan March 2007 F'imirP 1 A_7 II o � s • a o a, , C�% II /�i Butte County General Plan Legend (1i,��,`j LANDSLIDE RISK 1,433"= tae. (FBI � O FOQ LauxMOCei�:e Laa» Nw e Tato wws& 3u:a 17• NJ03 137 130� br Butte County Multi -Jurisdictional All Hazard Pre -Disaster Mitigation Plan March 2007 110 Response Spectral Acc. (0.2 sec} S, = 52.00%9. ° - = 0.5208 Figure 22-1: through 22-1 4 -- Response Spectral Acc.(1.0 sec) S, =20.7.06/6 = 0.2079 Figure 22-1 through 22-14 Soil ° Site Class Table 20-3-1, Defauft = D . Site Coefficient Fe = 1.384 Table 11.4-1 Site Coefficient F„= 1.986 Table 11.4-2 Max Considered Earthquake Acc. Sms= F..S, = 0.720 (11.41) Max Considered Earthquake Acc. Su„ = F,,.S, = 0.411 (11,42) @ 5% Damped Design Sos = 2/3(Sms) = 0.480 (11.43) Sp, = 2/3(Sm,) = 0.274 (11.44) Building Occupancy Categories r, Mtrar Nv Table 1-1 Design Category Consideration: I Rkjid DbPhra9m or flexible with dist between seismic resisting system <40fl Seismic Design Category for 0.1 sec C Table 11.6-1 Seismic Design Category for i.Osec D Table 11.6-2 St <.75g NA Section 11.6 Sinoe Ta < .BTs (see below), SDC = C SDC is permitted to be determined from T-11.6-1 alone. Comply with Seismic Design Category C IRC, Seismic Design Category = C T-8301.2.2.1.1 r BUTTE COUNTY DEPARTMENT OF DEViLKLOPMENT SERVICES INSPECTION CARD 1 1 24 Hour Inspection Line: (530) 538-76^46 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2238 Issued: 10/06/2006 Address: 1222 MIDDLE HONCUT RD UNK APN: 028-050-029 Permit Subtype: SFD-Mobile Home Owner: AICHELE, HAROLD OR SARA Applicant: AICHELE, HAROLD OR SARA 17 Description: NEW MOBILE EX SITEaTIE DOWNS —(I 4-40-)y MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING 0 Ins ection Type IVR INSP DATE Set ac s 132 �Cp Foundations /Footings &b,-r.(gC 111 lo' Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping p,20 -Tgk 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 1 801 12 - Inspection Type IVR INSP DATE C R1C €c (C/ -0 v Co1lE_ 0 0 LL OFFICE COPY t' Address ( GASt 1 Meter By - Date- 17-7 ELECRI Meter By 8 CA1ZA5N 61?- Date!/ _'-_Y06 ! 1E1\1P (1Mounrr(r–n ?o FoLC 1 Manufacturer rLE�Tu,ocp Date of Manufacture - /o-19-19 Serial Numbers) AFL HUD Numbers) CFL 001"13(ooapls - holo NOTES x, PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspectcr Copy. + a P r '' COUNTY OF BUTTE— BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Ok 2739 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. ff)-rA1K( S-DITE P64M(Z'1 Fob A L-1 C6?t47/nA(� 0 1 P 6 Tp bc- J? r 1) 1C)/4 L - C"i tit DUG GYzIt QUI DE NPS hGR11P012T16A1 Fn/2- H PAZ P, 'Ar '37 R o U (66SF R A I t S A 7 HA — ;7Ti–f SPH/ 6 0 A -A X/C 7 PAS /& ?R(AHITF/ ESCCFRTR–" 0)SC0A/A/L51_-7_ 7� FO!i 7- A 00AIC R6 ZC-f A A/1) ff) Y� i- za Date /6 -23 -OG Inspector REV 4/05 Phone# 53 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .i� �4•.�.,Na r _ca'��1 �1-: ++�. w'�a74v- �.,�.,V:..-%L� �....-1.v-{ Y•.`'� .,..w� -• •• •wv� r�A'1 _ti . . v�• ! . MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APWW PERMIT NO.: 02 Owner's Name: 5cl Owner's Address: Mobilehome Manufacturer: Year of Manufacture: Serial Number or V.I.N.: Insignia or HUD Number: 2A4 '2 3SOZ- `-I2 ► 3v CA LICot ota 4 Ito? Official approving installation: Date: If the mobilehomeis moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor a MOBILEHOME INSTALLATION ACCEPTANCE n COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN`"_ PERMIT NO.: Owner's Name: 1 Owner's_ Address: Orm r---) - Mobilehome Manufacturer: Year of Manufacture: t--01 to 1� c.-Ic % 'R " 10 -- 1,; ? g Serial Number or V.I.N.: Insignia or HUD Number: 2 A 0-t 'I .Z "-) Z? 3 U C A• L j Co t I ca �.0 4 1) rs 7 Official approving installation: 1.10r Date: 13w 112 _71 >_ /C1tom!AN If the mobilehomeis moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 5138 White -Owner, Yellow -installer, Pink -Bldg, Gold -Assessor MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN: PERMIT NO.: 6Z -- t-� 5,11) - Owner's Name: t et. Owner's Address: ; Mobilehom�e Manufacturer: Year of Manufacture: hor i" - * t ir7✓y r � *� 'T — 1 -� — 1 Serial Number or V.I.N.: Insignia or HUD Number: Official approving installation: Date: AN t If the mobilehomeis moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor 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: 1222 MIDDLE HONCUT RD Owner: Permit No: B06-2238 APN: 028-050-029 AICHELE, HAROLD OR SARA Issued Date: 10/06/2006 By KEJ Permit type: RESIDENTIAL 4132 CABINET CIRCLE Subtype: SFD-Mobile Home SFT NORTH HIGHLANDS, CA 95660 Expiration Date: 10/06/2007 Description: NEW MOBILE EX SITE TIE DOWN (916) 997-2460 Occupancy: R-3 Zoning: U 00 Contractor Applicant: Square Footage: AICHELE, HAROLD OR SAIL Building Garage RemdUAddn 4132 CABINET CIRCLE 1,440 NORTH HIGHLANDS, CA Other Porch/Patio Total (916) 997-2460 1,440 FEE INFORMATION Mobile Home $329.94 Mobile Home Plan Check $219.96 SMIP - Residential $9.36 Total Charged: $559.26 Fees Paid: $559.26 Balance Due: $0.00 Receipt No: B431 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 Contractors License I / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/06/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does 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 E]I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compansation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permitis oris or onehundred dollars ($100)—or-Fe—ss.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall nct 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 10/06/2006 compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those Owner's Signature Date provisions. X 10/06/2006 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 property owner's behalf. CONSTRUCTION LENDING AGENCY 10/06/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ, code) Owner Contractor OR; 11 Agent for Owner ❑Agent for Contractor INSPECTOR COPY Lender's Address City state zip Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name.- A I r , A.P.# N,- oso - Aa9l Home Manufacturer: U_y) Manufacture Year:__EU Model Number/ Name: Width: a'+ (ft.) Length- 60 (ft.) FOOTINGS: Wood - pressure treated or foundation grade[ _�Other:[ SUPPORTS: Concrete block [✓] Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. , Pier Footing Sizes and Locations SINGLE WIDE MULTI -WIDE Line1 --- - --'------------------------------------------------------------ Line 1 Line 2 �� Section 1 . Line 2 Line 1 Section 2 Section 3 Line 3 Line 2 Line 4 (triple wide only) Line 2 Line 1 Piers: I L -iC 30 Snow Load:' psf Minimum size piers: [ 2 ] X [ l ] J/ / Snow Load requirements may be obtained at Spacing maximum: ---ate ' S —� http://www.upstate-ca.com/butte/butte_county/ From ends'maximum: I ' Insert AP #, view snow load in lower right corner. Line 2 Piers: 3 ) Line 1 Openings: Minimum size piers: [ �" ] X [ 1�,'1;] Minimum size pier: [ ,"r' ] X Spacing maximum: ----�� -� Required at each side of openings.over. , }, From ends.maximum: F7i" wide. .VISIONS. Line 3 Roof Loads: See li�,�y a aLooh lar Au- 9i(mj1J4 /poi,J� �.,� G`i �DVED Minimum size piers: Location (from front) Minimum size piers: Location (continued) Eine 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): PIA r' 1 MOBILEHOME / MANUFACTURED HOME SUPPORT SPACING AND SI2 HOME WIDTH 12" X 24" PADS ( P = 2000 lbs) 12" X 30" PADS ( P = 2500 lbs) 24" X 24" PADS (P = 4000 lbs) 10' 5'-4" 6'-8" 10'-8" t2' ---- - 4' - 5" _ - - .5 =V1 --- - 8' - 10" 41-111 51-111 81-211 1 L13' 14' 3'-9" 4'-9" 7'-7" 1 ❑ 416 F- z a. O E -Z � TIE DOWN SYSTEM DESIGN LOADS: *WIND LOAD-- 15 PSF SEISMIC ZONE 4��� Cis 1. -HIS TIE DOWN SYSTEM IS DESIG14ED TO BE CONSTRUCTED OF mji© FAIRLY' LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 1IINIMUM SOIL PARAMETERS: TYPE 5 COHESIVE SOIL, WITH MINIMUM :30! BE_Apl�Jr f'dpArrrY n) - i(ino PSF. 2. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE ' �MANUFAC-URED HOME INSTALLATION INSTRUCTIONS". 3, N AREAS WHERE DIFFERENTIAL SETTLEMENT (DS) CAN OCCUR, 'AAMUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 4. THIS PAN IS INTENDED TO BE USED FOR MANUFACTURED HOMES UP TO (3) SECTIONS IN WIDTH. CONTACT THE DESIGN ENGINEER FOR DESIGNS OF MANUFACTURED HOMES OVER (3) SECTIONS WIDE. 5, STRUCTURAL STEEL: FABRICATED ACCORDIKG TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATI04S. ELECTR00=S-370 PLATED -ASTM A36, BOLTS=ASTM A307. 6. THE E -Z TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING LOADS: HEIGHT " HORIZONTAL VERTICAL UPLIFT 4 a ate. 1.8 2C Y0 Ib) 6000 (b ) 891 C:b)21 25" 1 1 �'7 0Ib) 4 6000 6000 ( (625 801 664 (b l ' . ''4N� �! 28" 141 9 Ib 6000 (Ib) 629 ( b��E '4PPROVIEED 36" 867 Ib) 6000 (ib) 385 (Ib) 7. ALL METAL CO-MPONENTS AND ATTAC,JMENT ITEMS SHALL BE PROTECTIVE COATED. 8• VIHERE STAND IS PLACED ON A CONCRETE S.AB, USE 1 12' CONCRETE E < ANSION 4"CHORS TO SECURE THE STEEL FRAME TO THE SLAB. THE PLASTIC BASE PADS ARE,40T REQUIRED. 9. ATTACHMENT METHODS FOR "C" & "J" BEAMS SHOWN ON SHT_ #2. 10. THE LONG DIRECTION OF THE E -Z TIE PAD (37") MUST BE INSTALLED PERPENDICULAR TO THE CHASSIS BEAM - EXCEPTION: AT 10' WIDE MODULES WITH 1 CG" CHASSIS BEk%s CENTERS, THE E -Z TIE ABESCO-GUS GUARD COMPANY PAD MAY BE P LACED PAPALLE L WITH 7HE 5851 FLO.ZL11- PERKINS ROAD CHASSIS BEAM SACKAIti�iO, CA 95823 P -I: (800) 382-8831 FAX: (916) 383-5207 SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' VIN. 3' MAX, E= 2' MIN. / i V MAX. VARIES 10'-8b' EVENLY SPACED BETNEEN -E -.:f E-+� 1 1 rt, 1 I T I O 11 L_� l_J RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER 0-10 (TYPP-_AL) CI—0 tj E7 0 0 0 E -Z TIE SUPPORT PAD —� L CHASSIS BEAM SUPPORT PIERS --SIZE AMD SPACING AS REQUIRED BY, THE HOME MANUFACTURER. LENGTH OF HOME 18' HT NUMBER 21 " HT OF E -Z 25" HT TIES 28" HT 36" HT 40' 4 4 4 4 a 50' 4 4 4 4 a 60' 4 4 4 6 3 fib' 4 4 4 6 3 70' 80' - 4 4 1 6 t 6 6 6 6 6 10 10 ATE APPROVAL SUB:ECT TO CORRECT;Os%S NOTED Anmal ewes not atithorize or approve any omission or da -Mm tom requirements of applicabte StAs laws and teg&-tal•ts. State at Califorria Cepartment of Housing aad Comnunity Dwrelapmeot ;DPASIO_ N OF CODES AND STANDARDS ger Gl,� ft.� Ap -od E THIS ..E n,DWN SYSTFM MEETS THE REEMbki OF SECTION 133f.3 SUBSECTION (a). 'WAYNE T. POLVA.DO, PE—LISTING 140. 99001 SHEET 1 of 3 n ■ A� .L .41 s 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: 1222 MIDDLE HONCUT RD Owner: Permit No: B06-2238 APN: 028-050-029 AICHELE, HAROLD OR SARA Issued Date: 10/06/2006 By KEJ Permit type: RESIDENTIAL 4132 CABINET CIRCLE Subtype: SFD-Mobile Home SFT NORTH HIGHLANDS, CA 95660 Expiration Date: 10/06/2007 Description: NEW MOBILE EX SITE TIE DOWN (916) 997-2460 Occupancy: R-3 Zoning: U 00 Contractor Applicant: . Square Footage: AICHELE, HAROLD OR SAR, Building Garage Remdl/Addn 4132 CABINET CIRCLE 1,440 NORTH HIGHLANDS, CA Other Porch/Patio Total (916) 997-2460 1,440 FEE INFORMATION Mobile Home $329.94 Mobile Home Plan Check $219.96 SMIP - Residential $9.36 Total Charged: $559.26 Fees Paid: $559.26 Balance Due: $0.00 Receipt No: B431 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X10/06/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Ple a check one of the following: Contractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does 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 Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Cartier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one 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 10/06/2006 compensation provisions o ection 3700 of the Labor Code, I shall forthwith comply with those Owns s Signature Date � alsions. X 10/06/2006 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 T09URE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL, WARNING: FAILURE TO URE 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 arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( 1 the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit 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 o er toact on the props own ,; behalf. CONSTRUCTION LENDING AGENCY &y�au"orize 10/06/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of tee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 11 Contractor OR. El Agent for Owner DAgent for Contractor FILE COPY Lender's Address City State Zip 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 Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" ImN OWNER INFORMATION 1 Name I a LX., i t Nanleh �� ©fG( nn i' a ,..1 �6 � r City N l S State /I d Zip J66o Phone 4 _ q9 7-aq ba Fax E-mail APPLICANT SIGNATURE J X � For office use only: CONTRACTOR Name Address - 6v- c� City I Yes State Zip Phone O Fax E-mail Subdivision Name Lic. # Class APPLICANT SIGNATURE J X � For office use only: ARCHITECT/ENGINEER Name Address - 6v- c� City I Yes State Zip Phone O Fax E-mail Subdivision Name State License Number APPLICANT SIGNATURE J X � For office use only: APPLICANT INFORMATION Name Address - 6v- c� city City ` !`t/ I Yes S e 35 5_66Q Phone 1 O Fax E-mail Subdivision Name APPLICANT SIGNATURE J X � For office use only: AP#2- Zoning Flood Zone CvVICross SRA I Yes No Occ. Carrier Type Const. LENDING AGENCY Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # PROJECT LOCATION AP#2- Property Im- � ud CvVICross Street WORKER'S COMPENSATION Policy Number Carrier Nhiring 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 S ope of Work: /I?o /'yid o.1 TIE Via S , ec a - Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received byo. 4oUn A Q q . y (gldg ReceiptlQ 1 Sheriff d (A SMIP Other Date:Q _ - Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 8-12-05 M If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a per it. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. 6. Statement of Intent for Non;beated and AIC for Non -Residential Buildings. ;� Manufactured homes: ( nstallation manual, (13rriage line info, ('Floor Plane' "e down or fnd plans, all in duplicate (� ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor `l plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. 10. Letter of intent for non-residential buildings. 11. L]ED Building Permit Application Without Required Clearances Form 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May'require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. R`� 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy) &4 O° ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature' authorization (if required). ❑ 10. Re:5corded copy of Agricultural Acknowledgment Statement./ Legal description from 11. current recorded grant deed,*®'Copy of M.H. Title, Title transfer, or MCO. 12. Sanitation and site plan approval from the Environmental Health Department. VO "d bo -&e - If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION'- 7 IVISION'7 County Center Drive, Oroville, CA '95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEETC622% +p -p (Adt 02$- c5a-a2q OWNER: �-p ASSESSOR PARCEL NUMBER (`� p� Proposed Building Use: M bi � VM,7i i ` DMM,Ex A Permit Technician: KR Date: i — I D OG) Iteffli required in ord o apply for a permit All boxes MUST be checked OR marked NA in order to apply. 3N 1. Site plan , r 4 sets, signed by the preparer of the plans. ❑ 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. `�f K 8. Manufactured homes: (A�4nstallatfer nvah including marriage info, (C) Flo roglan, (D Qo110orfnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in hipilikite. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. o / 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other ealniyits needed to issue the permit (May require additional plan review upon recei of a following items.)nitation and site plan approval from the Environmental Health Department in ❑ Chico Oroville, as applicable G / 1 � �O❑ e 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........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. a` �, .City of Chico Plumbing permit ........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑/ 22. California Department of Forestry, pl n approval ❑ paid. Sent by: ............ Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ 0(P ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ , 4� 2 Fire Marshall Review (commercial projects only). Sent by ...................... 6. NPDES Form............................................................................................. . Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 8. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... jy3Eemics(ting, er-Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑/r of Signature authorization.................................................................... rded copy of Agricultural Acknowledgment Statement ................................. 0 violations and/or expired permits......................................................... ❑ 34. eed Restriction..........................................9............................................. 35. Leg description, i M.H. Title, titie sea registration or MCO ........................ NJ 36. Other. S O +Rft�i of 111 4 d is ell r4 ❑ 37. Other. When issued Telephone ALJ I have been informed of ffteaWt OK and hold for pickup. s f Nain!Xb�ii00"( is for ninding permit Applicant: _4/► ��.tlr )Gp� Date: 1. Index permit application for the above items numbered: I Y Plan Check Letter 2. Additional items required Contractor, desgner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, w'sed of the above ly ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: ? Plans approved by: / Date: ' 1,/3L Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: !4 -.� Yellow: Building Division BUM ^OUNI'1' SEP 19 2606 E.H. USE ONLY 'Piot Pian Attached Float Stan Attachad c�Sent to B.D. ! TO: Building Department -\ \� FROM: Environmental Health SERVICES SUBJECT: Sanitation Clearance .eco moo ~aa i Owner Location AP# Plan Approved forte- Sewage Disposal `� Water Supply: Public Private Well Clearance for `7 dwelling. Other Hold final for: ei�'✓- %�'�y - Final clearance O.K. for: NOTE: 8/96 BUTTE COUNTY DEPARTMENT OF DEVELORMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner AICHELE APN No: 028-050-029 Permit Type: Subtype: App Date: 9/18/2006 Permit No: BP 062238 Permit Desc: I New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Yes Flood Elevation Review $109.98 3 SRA* Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $549.90' $219.96 ' $329.94 Balance of Building Permit Fee 0 0 _ $204.98 $219.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION J$n26 FEES. (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT i $339.30 RECEIPT DATE Tech/Asst A j 3-L7S 9/18/06 Kourtni checking process. c Applicant: 4Date: q—/ — 0/,Z) Pursuant to Government code Se 6020, 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 po ' ct 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 SHEET OF, NAME BUTTE COUNTY PROPERTY RECORD DOWDIN ETAL I Assessment Fee Number ZONING Cit —County Lj Assessment Year 200(0 20 20 20 20 20 UTILITIES -SITE IMPS. Date 5'13-0CP Electricity: Yes 0 . Telephone Ll Appraiser 32 Gas: Public LJ LPG Lj None Lj Use Code nS Sanitary Swr: Public Indiv. Lj Street: Conc. As h. _', Dirt Gravel Dwelling Units Buildin Class . Street Lights: Yes No Bedrooms z C & G: Yes Lj No Baths Sidewalks: Yes No Effective Year 191 -7 - qSITE SITE TOPOGRAPHY Level Rolling ❑ Other Area of Residence Car Shelter -120 Yes (] No p Yes 0 No 0 Yes p No I] Yes 0 No 0 Yes p No p Yes E:] No p Slopes: Up Down S -S Grade: At Above Below Lj View: 0 Of: Misc. Buildings Pool Phy. Char. Yes 0 No Q. Checked O Yes = No p Yes O No Q Checked 0 Checked ED Yes p. No 0 Checked 0 Yes p No i] Checked p Yes Q No I] Checked p WATER MARKET DATA GPM: Depth: Comparable 1 M V Public ❑ Well ❑ Ditch Supplier Comparable 2 Comparable 3 s JFLI)iv: Aerial Photo Year Sale Date/Price To o Map Year Soil Name Index Acres Base Year Avg. Soil Rating LAND REMARKS: Land Tvpe: Lot Event Date 3 -2.1 - Land -2. -Land q0 Structural Imps. TOO Growing Imps. — Fixtures Personal Property Base Year i Acs. Event Date Land Structural Imps. Growing Imps. Fixtures Personal Property Total PRIMARY BASE SECTION SECONDARY BASE SECTION 5/05 Rev. 05/05 PRIMARY LAND VALUE COMPUTATION SECONDARY ASST. PRIMARY LOTH/S SQ. FT./ UNIT VALUE TAXABLE ASST. SECONDARY LOT/HS SQ. FT./ UNIT YEAR BASE YEAR VALUE ACRES VALUE ADDED VALUE YEAR BASE YEAR VALUE ACRES VALUE 'ADDED TAXABLE VALUE VALUE PARTIAL ASST. EXISTING EXISTING PORTION RETAINED EXTENDED TO TRANS. DATE PORTION TRANS. EVENT DATE OWNERSHIP CHANGE YEAR BASE YR. VALUE RETAINED VALUE EXT. % VALUE YEAR VALUE TRANS. LAND COMPUTATIONS ... VALUE VALUES X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X = G/I LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X = G/I LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = GROWING IMPROVEMENTS X = X = IMPS X = X = X = G/I y4JW - y 1 . , yl - SUBDIVISIO a/ URBAN PROPERTY APPRAISAL RECORD v PARCEL CITY-- SCH. DIS— PROPE T. �b�i�,v — BLK LOT 1 ir i yenenre•n ne •i�I/?LJO/1DUr1 /1A Improvement Replacement Cost !mprovement R. C. L.N. D. Land Gapi_toliaed--Earnrn -AbrFrrY'�7Wt_ PiQdQ Indicated Sole Price Listed Price Total Real Estate Value Land Value Improvement Volue Land Improvement Total Real Estate Entered CRO.FILMETY e,-) �• e o _ ;J �] V'/ i dt0C7 P APPRAISAL D U ,doe e ASSESSED; i VA L U 1 4 r� V 1,5r0a P,XXLX ! cl 53 C7i L7ze,! SY.EE7 y5 Of - 160 W. Cod.- •/�� - \'� lf' p— y�� 161 Salo, A.e. C.&�JJJ /� 167 App...... No /" L .1/ 167 Incomplet, P.U. 19......... 164 Zon.ng ?� 165 2on.ng Conlo—ty Y.s No 166 Use C..lo.n."y Y..c No j_7 167 Bldg Cl—, 168 BR- 1 ❑ 7 7 ❑ .1 ❑ 5 ❑ - 169 B..hs I 7 ❑ 7 ❑ ►,� ❑ +❑ 170 Bo... Yeo. . 171 Area 177 Loed Typ, Loi I No.nun. ❑ 177 1 G...ge Y.a No ❑ 174 Pool_ Y.. ❑ No X" M= CHARACTLH Ut 5ut!✓tc.t rrrvrcrrt f..•. .. . �•• ... _._..__...____ USE -- --- TOPOGRAPHY LAND IMPS. USE TREND Residential Commercial Industrial Level Lot of Grade Sidewalk lResidential Commercial Industrial Developing Declining Single Store Warehouse Low Bonk PorkingSlrip I ISingle Re.loil Light Stationary Blighted Duplex Market Factory High Hole ParkingTreesl Ifficome Wholesale Heavy TOPOGRAPHY Flat Office Connery View Retain.Woll Curb 1. lAreo Area Area ILevel Hilly Apartment Loft PockingHse. Hit/ Fill Gutter Spotted Spotted Spotted Low Slope Hotel Theatre Rough Slope Up Orn. Lights Ribbon Ribbon Ribbon High Undulating Submerged Slope Down Parkway Zoning: View Proper Marginal Sub Mongino/ Sideslope Povemenl GENERAL Desirability Utilities Typ. No. Stories Zuning BUILDING UTILITIES Transportation Planning Built-up C/oss: Built: Proper Over -Imp. 11 Instal/ed Underground Civic Centers Stability B/dg.Restrict. _ Cons: Areo: Typical I jUnder-Imp. jPoleslnRear Com'l. Centers Toxes9 Ass'm'fs Stories: Poles/n Front Land Imps. Typ.Date ofImps. A P .1 Boot 7�.1 r! 1.) SUMMARY x Pn9r Pm'.I -� ` 1 c % i Year Lf 9' '-'r I 5,>.- 6 Appraiser /' Dote ,/ / l; I . �; - -� yr 4 - :� _ h ��?��_%, . / "✓_ ''` �� o� Improvement Replacement Cost !mprovement R. C. L.N. D. Land Gapi_toliaed--Earnrn -AbrFrrY'�7Wt_ PiQdQ Indicated Sole Price Listed Price Total Real Estate Value Land Value Improvement Volue Land Improvement Total Real Estate Entered CRO.FILMETY e,-) �• e o _ ;J �] V'/ i dt0C7 P APPRAISAL D U ,doe e ASSESSED; i VA L U 1 4 r� V 1,5r0a P,XXLX ! cl 53 C7i L7ze,! SY.EE7 y5 Of - 160 W. Cod.- •/�� - \'� lf' p— y�� 161 Salo, A.e. C.&�JJJ /� 167 App...... No /" L .1/ 167 Incomplet, P.U. 19......... 164 Zon.ng ?� 165 2on.ng Conlo—ty Y.s No 166 Use C..lo.n."y Y..c No j_7 167 Bldg Cl—, 168 BR- 1 ❑ 7 7 ❑ .1 ❑ 5 ❑ - 169 B..hs I 7 ❑ 7 ❑ ►,� ❑ +❑ 170 Bo... Yeo. . 171 Area 177 Loed Typ, Loi I No.nun. ❑ 177 1 G...ge Y.a No ❑ 174 Pool_ Y.. ❑ No X" M= KWV FAL S St No. Front Depth Tenancy /9 /9 /9 /9' /9 /9 /9 /9 Capitalization Factor or Formula No. I I Capitalized Rental COMPUTATMN (9F wmirYtntr. re rno LAND VALUE COMPUTATION ' a- REMOMMEMEMM C. LAND VALUE COMPUTATION ' ,• m— MW �U71R7I'I%71R��Pffl1� ! �� I C. e i — J ......... .. . I .... ........ . . . . . ........ . ..... . ........................... 4,iAssesHAPE coNsrRucriqN srRucryRAL Exre ........... . . ..... . .. . .... . .......... . . . . .......... .... .. ... . ..... .. . ...... ............. ............ . I....... . . ........... ARGHt ,pe, rEaryTMrJin x unit cost it Cost US7TYPE RES tp PARCEL SHEEr OF SHEETS R50N AJVD FINISH OETAIL vons IFLOOR FINISH TRIM INTERIOR PINISH ;Nafrtrr rv4y4p ccu*vpA rtON Adobe k rloot...10ij 1z 04 .. . ...... . . ....... . ... .. .. .... . 1,4,t,l .4 .... .. ...... .. ......... . . .......... . 40 Sub Floor WINDOWS rile .......... I ( - lCareoVai Tdo r,.m . ........ .. .. . . ......... ............ 11171-Uloleff-cp S / .... .. . ......... .. .. . .. . . . .... ............. . ..... ........ ........ . . 1,7.$ v /o ed Ifflyd JhMfte -ci CONSTRUCTION RECORDNORMAL 4ZOD RATIJE NG , A,FP) �-.,nd Rvi I — Date YEAR YEAR Ao furgo 'qom*"n9 -j�b Arct) Fant.Fant.toty- Mt=gflpace F'lite �TAlfr.^'&o . .. . ............ ........ ... . ............... --- . . .................... . .. .............. ........ . -Z . . . ....... ... .... .. 41/ . ............. . .... .......... .. .. f-1 -t - eook cocas_ f1re'llPirn r*"n::kvrki COMPU TA TION ?.,5 .............. . .. . .... ................... '1A L FEArUPES Appraiser 6 Date r Unit . ..... ...... . ....... Area 1 co 1. cosi, unit cost it Cost Unit 1wost Cos, Unit -ft"L- / cost ---- unit cost Cost nit 0.1/-. I 1 Cost .... .... ......... . .................... . ....... . ...... ... . .. .... .. . ....... . ..... ...... ..... ......... . . . . . . . . . . . . . . . ............... rOTAL 'G00v R-^ IVti-W �AL ev . . . ... . ... . ........ ... .... ........ -7 00 A DDSES S_ MISCELLANEOUS . BV I L DI NCS RECORD DESCRIPTION QF BUILDINGS PARCEL :28-05- 18 SHEET 3 OF 3 SHEE; Bldg. Structure Size No. Found. Wall 8 Exterior Roof Type Cover Floor 8 Interior Deloil Second Story or Loft Year Built F.stTc Life Y. • 19 Com._... __ X11 u__.- Unit Co t Cost W. R. C. N. N. pod Cost °� Good R. . N L. N. Q. Unit Cost Cost ° (good R. C. N. U o i t L.N.D Cosl ° Cost Good R. N. N. ..... -7 1�'OT '1..0 -- COMPUTATION Appraiser- Date T Nil 9 19 19 Bldg. Area No. Unit Co t Cost % Good R. C. N. N. Unit Cost Cost °� Good R. . N L. N. Q. Unit Cost Cost ° (good R. C. N. U o i t L.N.D Cosl ° Cost Good R. N. N. ..... -7 1�'OT '1..0 -- I i AS ac --71- Total Av 1? -0 50a Appraiser- Dote 19 19 19 19 No Area Unit Cost % C. Unfit Cost ��° R. j Unit Cost % Good R. . N. Unit Cost %R.C. N. Total SITE PLAN REVIEW APPLICATION Date: _�j ��—(� (� AP# _US U 2 Permit Number (if applicable) 0,l� , APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 1 Telephone No.: a l b _ � - U a, Situs Address: - �1-Cj3z4 Proposed Use: ' VJA) ,l Residential S New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ' ❑ Industrial Addition Other �3P Ej. Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Brief WW 1\V l w 1%J 1 G DLLV W 1 r11J diva DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Pl to a approved By /' Date C �D Page 1 of 5 P SITE PLAN REVIEW APPLICATION Date: _�j ��—(� (� AP# _US U 2 Permit Number (if applicable) 0,l� , APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 1 Telephone No.: a l b _ � - U a, Situs Address: - �1-Cj3z4 Proposed Use: ' VJA) ,l Residential S New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ' ❑ Industrial Addition Other �3P Ej. Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Brief WW 1\V l w 1%J 1 G DLLV W 1 r11J diva DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Pl to a approved By /' Date C �D Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑- 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) El Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ��l�,eJ'cc l / /crc�r a •_��/��� Applicable Building Setbacks: >2�-Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front r U Side Side Street Rear Height Waterway N/A N/A N/A >2�-Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ . Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula Subdivision Map Special Fees -------------------- ------------- ---- —__---- �-_�_ - _---- ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: , Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained oad: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Parcel Deemed to be legal Verify Legal Parcel ❑ Verify Legal Access []Provide. Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements . Page 3 of 5 ❑ Subdivision Mau/Parcel May: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: . Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C.4290 ❑ Automatic fire suppression sprinkler systems shall be installed 'in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building.. and land -disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by. the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal, The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 plPpSTMElT 01 - OTT .0 o 0 0 G'0 LC_ 0 ,�S a Department C o u n t, J. Michael Crump, Director of Public o U B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Orovi►le, 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 ACRgJ , Project Description: AA,11 90 i l !%Crta, / ` y _039i� Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit froin.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: Qcr�n - . _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 opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property imppvement: 'YESP-'] NO [ ]. 2. I HAVE [ i,.] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have -contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER DATE: ?—/ B--O� 0 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. 'rl,;c- crar;At-af;nn rmict ha rmmnlPtP:ri anri rPfiimpd to n»r office before we are Dermitted to issue the Butte County Department of Development Ser vices�� T -r ADMINISTRATION `BUILDING t GIS `PLANNING o o p o o O 7 County Center Drive - Oroville, CA 95965 0 (530) 538-7541 Telephone (530) 538-2140 Facsimile C�UH� 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 party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do'your own work, with the exception of various trades that your plan to subcontract you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons ars not licensed as contractors *or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or. through their own employees; without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be 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. The building permit will not be issued until the verification is returned- Sincerely, eturned Sincerely, Scott Rutherford Chief Building Inspector Butte Cou 2lyDeprtrnent of Developinei2t Scl-vlces 0$0,=rF0 s.:. 7 County Center Drive o �,Y,�:. o Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile c0U141� (BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or r uire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire; agriculture buffer zones, and habitat/species). Please print: Applicant Name: l�Cd11i8N/G�t APN: Oa Y—Qj0- oa 9 Building site address: lo2o?� t�1/ �P, � ny7��Ccl Permit No.: 0 .,� C2a -D 8 I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE t11 -D6 BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) I I I Building t No. School District Drovdit. On*on R1 �ftl z J A.P. Number On- 0q) 01),q Jurisdiction: City County Property Ownerthele .nrolcltrh Property Location/Address A Subdivision Lot No. Residential Development En EYQ Q Sq. Footage 1: *Supplemental to No of Living Mobile Home Addition/ (Group. R) Units Installation Conversion Pefmit # �1ecisee aft chQ�.*(No foundation inspection) ................................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Di *ct Identification No. 070059 , 0(i & Aft djt School District certifies that Address) (State) has complied with the requirements of Resolution No. representing square feet. School DistrictRe-presentative Paid by Check # Remarks: g -R -06 Date (Applicant) (x10)33((- Number) (Zip Code) by payment of $ B 2926 $ ItULL MITIGATION $ /o/ -Date r You may protest the Imposition of the fen Identified above by submitting a written protest.to the District, In conpllanca WIWI -�— `' , Government Code Section 66020(a), within 90 days from tM date fees are paid. Fallur*to submits timely wrNten protest will proMblt you from challenging the Imposition of the fen In any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee CaMcadon Form, the School Dhrbict Is fNi- notified by the applicable Local Planning Agency that this project Is being reviewed under the CoWmis Environmental Queft Act(CEQ64, " this Prolect mov be sublect to additional school fess to ftft miticaft Its invoct on the school dlsbWsachods. White (school district), Yellow (building department), Pink (applicant). feeftm-* (VOSWnm AND WHEN RECORDED MAIL T0: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965. 2006-0052616 Recorded I REC FEE 10.00 Official Records I County of I COPIES 2,50 Butte I CMNCE J. GRUBBS I County Clerk-Recorderl I MZ 012:59PM 06 -Oct -2006 I Page 1 of 2 11111!11111 IN11111111111111111'1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations / including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, /. smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date State of California County of On to --3-06 S• ROR.E E. x/d/ow!. ..I�i Effm _ before me, �p 14""q '� 1 "kJe SaAr" pl��Je personally appeared1a�oL-t� Q, Lc►1 rzLer e _q A �W A LC -1i C . personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) )fie subscribed to the within instrument and acknowledged to me that)dshMhey executed the same in er/their authorized capacity(ies), and that by hisihor/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Lr Signature J. Seal: 0 COMM. # i540539N 0 % s K NOTARY PUBLIC-CAUFOP.NIA 050 0.2 d _ �� n SACRAMENTO COUNTY A.P. 0- 7 � ' �sos+ ` COMM. EXP. JAN_ 11 2009 j �I'N 0,.8-050-60,41 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: LOT 134 AND A PORTION OF LOT 135, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF HONCUT, BUTTE COUNTY, CAL.", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 13, 1899, IN BOOK 7 OF MAPS, AT PAGE(S-). 85, SAID PORTION OF LOT 135 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 135; THENCE SOUTH 85 DEG. 10' WEST ALONG THE NORTHERLY LINE OF SAID LOT 135, A DISTANCE OF 140.0 FEET TO THE - NORTHWEST CORNER OF SAID LOT; THENCE SOUTH ALONG THE WEST LINE OF SAID LOT A DISTANCE OF 19.6 FEET; THENCE NORTH 85 DEG. 10' EAST AND PARALLEL WITH THE NORTHERLY LINE OF LOT 135 A DISTANCE OF 145.81 FEET TO THE EASTERLY LINE OF SAID LOT; THENCE NORTH 7 DEG. 00' WEST ALONG THE EASTERLY LINE OF SAID LOT TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PORTION: STARTING FROM THE POINT OF ORIGIN, WHICH IS AT THE NORTHEAST CORNER OF THE NORTH HALF OF LOT 134, AND GOING WEST ALONG THE. NORTHERN BOUNDARY LINE 108 FEET, THENCE SOUTH ALONG THE WEST BOUNDARY LINE 200 FEET TO THE SOUTHWEST CORNER; FROM THE SOUTHWEST CORNER 130 FEET IN AN EASTERLY DIRECTION TO THE SOUTHEAST CORNER; FROM THE SOUTHEAST CORNER 200 FEET IN A NORTHERLY DIRECTION TO THE POINT OF ORIGIN. APN: 028-050-029-000 Mid Valley Title & Escrow Company BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER.RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) -a Dl Property Owner (s)—_—L& I n s)L&in nn k�� t L INI Building Permit Number 0 G2(2?,3 Project Location /Address J T Mu IG Ill 1► K u t Kt . w tj�t ei l` �,r k Mo Subdivision Name AssessableSq.Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s)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: 1 �� 1 1 rvl1� Department ❑ FRRPD ❑ CAR1D1 ❑ PRPD ❑ DRPD certifies that: Applicant Name Phone Number qSG Go Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: aid by Cash: Recreation and Park District Representative per unit for a total of $ _ per sq foot for a total of $ Receipt No: Date °k- D e an ent Of Public Works o O C o u n t y ® f B u t t e O O 7 County Center Drive Oroville, CA 95965 �0 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 p � 5 �Lrc WOF� Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 028-050— O 21 Building permit # � 0 f02Z 3 g Owners Name: Owners Mailing Address: y� �7 2 C a /A) ET G 1 ✓1-GL.� Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERIVIIT EXEMPTION: Reason for exemption: F1 Not a County maintained road Existing driveway conforms to County S-31 standard [� Other Approved by C✓ 1 1 Printed Name Title � N L /�eE �j & E Date O 2610 CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. RECORDING REQUESTED BY: 200- and D00,11-b'd hiche'le-, WHEN RECORDED MAIL TO: Sr.ra C o iz Harold al Chef e, V1,3 :j CL. -40 Lne+ c-, rC t vo�irh H- Sh lCtrd,CCL . g5tD U A.P. �. oag-z)sd-oaq The undersigned grantor(s) declare(s) Documentary transfer tax is $..� kd Recorded } Ufficial Records i County of i Butte } �;rvi;clCk J. GklL8B5 i C_+unty L•lerk-kee orderi I GRANT DEED &C FEE 10, 0@ AX 3s. 0 DD Pape 1 of ? �SrA,vf �� UJ��✓IG CO✓rec t itJy.a t. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, hereby GRANT(S) to ��G�- . am op, the following described as follows: 3u-' e� C�m�r�- �'�e,�e�nber No House, No Dated: STATE OF CALIFORNIA COUNTY OF BUTTE On " 7 before me, p a Notary Public, personally appearedgA��,.re,- �7o,Z��7�o., proved to me on the basis of satisfactory evidence) to be the person( whose name(s� is/are subscribed to the within instrument and acknowledged to me that 1*/she/t" executed the same in4l 6/her/tktieir authorized capacity4ia4 and that by his/her/tlteir signatures on the instrument the person(c4 or the entity upon behalf of which the person(s) acted executed the instrument. WITNESS my hand and official seal. JAMES O. WEBSTER Commission #15109660 V Notary Public -California to Butte County i My Comm. Exp. SEP. 02, 2006 MAIL TAX STATEMENTS TO:,��'�+' all that -real property situate in the -- - - County -of BU T 1`i -. __ ... _ Statgo( California, described as follows: The North 101.6 feet. of Lot 135, as the same are designated and delineated on that certain map entitled, "Official "tap of lloncut, Butte lounty, Cal.", filed of record in the office of the Recorder of the County of Butte, State of California, March 13,. 1899 in Map Nook "7", page 85. -.. EXCEPTING THEREFROM THE following described parcel of land: Commencing at the Northeast corner of said Lot 135; thence South 850 3.0' West along the Northerly line of said Lot 135, a distance of 140.0 feet to the Northwest cor:te!r of said Lot; thence South along the West line of said Lot, a distance of 19.6 feet; thence North 850 10' East and parallel with the Northerly line of Lot 135, a distance of 145.81 feet to the Easterly line of said Lot; thence North 70 00' West along the Easterly line of said Lot to the point of beginning. ns©rj-L>Ke, �,20OCp i-h'is Asa Cs /,ja jQ Irajr, -90 -si"d y' i� all that -real property situate in the -- - - County -of BU T 1`i -. __ ... _ Statgo( California, described as follows: The North 101.6 feet. of Lot 135, as the same are designated and delineated on that certain map entitled, "Official "tap of lloncut, Butte lounty, Cal.", filed of record in the office of the Recorder of the County of Butte, State of California, March 13,. 1899 in Map Nook "7", page 85. -.. EXCEPTING THEREFROM THE following described parcel of land: Commencing at the Northeast corner of said Lot 135; thence South 850 3.0' West along the Northerly line of said Lot 135, a distance of 140.0 feet to the Northwest cor:te!r of said Lot; thence South along the West line of said Lot, a distance of 19.6 feet; thence North 850 10' East and parallel with the Northerly line of Lot 135, a distance of 145.81 feet to the Easterly line of said Lot; thence North 70 00' West along the Easterly line of said Lot to the point of beginning. ns©rj-L>Ke, �,20OCp i-h'is Asa Cs /,ja jQ Irajr, -90 -si"d AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ' 2006-0052616 Recorded I REC FEE 10.00 official Records I County of I COPIES 2.�g - Butte I WCACE L GRIIBBS I County Clerk-Recorderl I I NI 012:59Pi0 06-0ct-2096 I page 1 of 2 Illllllill llllllllii 1111 llllliilll AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: a�+C' De cylp4Iovi Date 10-3-06 ®_3`06 State of California Countyof On Lq 3-0�- S before me, c1A A P go-,raL A & Je personally appeared 11. A.�-cwt A t -A -L1 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)ire subscribed to the within instrument and acknowledged to me that )wAhMey executed the same in er/their authorized capacity(ies), and that by WsAivr/tbeir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand a official seal. Signature ' Seal: JEFFEV S. KHAN U COMM. # 1540539 () a o NOTARY PUBLIC -CALIFORNIA 0 A.P. 4 0570- 4.2�- o a q a, SACRAMENTO COUNTY n :F COMM. EXP. JAN. 1, 2009 � . i i LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: LOT 134 AND A PORTION OF,LOT 135, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF HONCUT, BUTTE COUNTY, CAL.", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 13, 1899, IN BOOK 7 OF MAPS, AT PAGE(&:). 85, SAID PORTION OF LOT 135 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE. NORTHEAST. CORNER OF. SAID LOT_ 135; THENCE SOUTH 85 DEG. 10' WEST ALONG THE NORTHERLY LINE OF SAID LOT 135, A DISTANCE OF 140.0 FEET TO THE - NORTHWEST CORNER OF SAID LOT; THENCE SOUTH ALONG THE WEST LINE OF SAID LOT A DISTANCE OF 19.6 FEET; THENCE NORTH 85 DEG. 10' EAST AND PARALLEL WITH THE NORTHERLY LINE OF LOT 135 A DISTANCE OF 145.81 FEET TO THE EASTERLY LINE OF SAID LOT; THENCE NORTH 7 DEG. 00' WEST ALONG THE EASTERLY LINE OF SAID LOT TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PORTION: STARTING FROM THE POINT OF ORIGIN, WHICH IS AT THE NORTHEAST CORNER OF THE NORTH HALF OF LOT 134, AND GOING WEST ALONG THE NORTHERN BOUNDARY LINE 108 FEET; THENCE SOUTH ALONG THE WEST BOUNDARY LINE 200 FEET TO THE SOUTHWEST CORNER; FROM THE SOUTHWEST CORNER 130 FEET IN AN EASTERLY DIRECTION TO THE SOUTHEAST CORNER; FROM THE SOUTHEAST CORNER 200 FEET IN A NORTHERLY DIRECTION TO THE POINT OF ORIGIN. APN: 028-050-029-000 Mid Valley Title & Escrow Company b NOTES 0 'C Butte County Department of Development Services o 7 County Center Drive, Oroville, CA 95965 (530) 538-7601—.buttecaunts RESIDENTIAL APN: 24 - /D5'0— 6) '9 Permit No. 04 Owner. V / �% 5h e -r---` _e Site Address: Contractor. Type of Permit: :P, OFFICE COPY Address GAS Meter By Date ELECTR� Meter ByIC Z , � \o�6cc// i Da SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE 1 � W w_ DATE J08 FINALED: ' I O SIGNATURE: CHECKED BY - +=OK 0 - Not OK MANUFACTURED HOMES MISCELLANEOUS- DATE PERMANENT FOUNDATION SOFTSET 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Gmd .'11W -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat or LPD Inch Sz Ft Lngth 7 Blckrig; SzSpacing-Marriage Une 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cimcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits . 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers _DATE D E C K S'C O V E R S'C A R P O R T S'G A R A G E S 1 ZoningSetbacks-Easements 2 Ftgs; SoilsSz-DpthSpacing-CnnctrsSteei 3 Decks, Girders/JoLsis-0cking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg• Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Fang; Sills-AnchrsStuds-Rftrs Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Rooting 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 41 DATE POOLS 1 Setbacks -Easements 2 Soils; 'CompactlonStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance -GR 5 Elec Pool Lung; 15 volts-GFI 6 Elec Enclsrs; Condult Entries Terminals4Lsted 7 Elec Banding; Metal w/5'-Crcitng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-En6lsrs-pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10. Plmb; Cir Test-Wtr.Supply Test . 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide 40 4& Pool Drawing ; a=t RESIDENTIAL ('Single & Duplex) DATE JUNDERFLOOR7 DATE IPLUMBING 1 Zoning -Setbacks -Easements -Rood -Slope 53 Wtr Htr; Vent Acc-Cmbstn Air Baffle 2 Ftg Main; Soil's-Elec Gmd Ftl Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; ScilsSteel-Elec Grnd Ftg Opth 55 DWV; Test Fittings & Anchr. Nail Prtctn 4 Ftg Porches/0ecks; Sails -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Ace 5 Stemwalls Main; Steel-Blockouts Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Ace 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas.Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test ° 10 UF, Gas Pipe; Sz Anchrs-Sz Test 4? 11 Wtr Pipe; Test Anchrs-RgWService Test 12. Elec Undrgmd DATE IM E C H A N1 C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insuitri & Support 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Ace & Vntitn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air RtmNent 115 Outlet 65 Attic Ace & Pitfrin if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & An DATE F I N A L 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SldeLt Prtctn-Landings 19 Bearing Walls over Girders .& fir Nailing 67 Smoke Detector 20 Draft Stop In Walls (rat proof) 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr 21 Fire Stops, Furred CeilingsStairs-Chasers-Tubs In Garage; abv-flr-Ducts-Mach Prtctn 22 Headers & ' `rhsS &' Bearirig 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub AccSpa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 71 GFI Are Fault 25 Frplc Ties or Type A Flu"4rplc Throat Cimc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz &'Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtcth Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Une Firewall & Opngs' T6 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clrnc 30 Ext Doors -One Y -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper. 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 81 PImb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Inkxt Wall pnis 83 Insultn-Foam-Looked In Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clmc Drnge Planters Q Yes [—]No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, PImb-Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, PImb 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires In Ktchn & Cndctr Sz GFI. Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga Q CU or ❑ AL .97 .98 Address Posted AC Wire Sz ga QCU or 0 A 99 Fire Sprinkler 48 Range Circ ga ❑ CU or [:1 AL Oven Circ ga QCU or ❑AL Insulated Neutral Q Yes ❑ No 100 os` 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector v BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sate.). PERMIT NO. BP061441 Issued Date: 06/16/2006 APN: 028-050-029-000 Site Address: 1222 MIDDLE HONCLIT RD LINK Map Index: Description: NEW ELECTRICAL SERVICE- MISC WIRING Owner: DOWDIN, MAY ETAL JOHNSTON,SHEREE PO BOX 618 PALERMO, CA 95968 (530) 354-1636 Applicant: DOWDIN, MAY ETAL JOHNSTON,SHEREE PO BOX 618 PALERMO, CA 95968 (530) 354-1636 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Stale 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 3 ot t e Business an" Pr fessions Code �l� ,Ak��Date: Owne License #: WORKERS' COMPENSATION DECL RATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. O 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: 0 S.F. Policy #: Valuation: $0.00 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, .00 (n J 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: P, Applicant: S:. C.,L WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000),—In-addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This perr hereby affirm that there Is a construction lending agency for the Resoluti performance of the work for which this permit is issued (Sec 3097 Civ.) . Name: By: PERMIT Address: iereby issued under the applicable provisions of the Butte County Code and/or do work Indicpteg above for which fees have been paid. 14el m A M 0 Date: R(1- 1 �(i - O rt) -� -- V / j L RES ON: t A fl O 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. O 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 county and state laws -relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereb authorize repr2septalives of Butte County to enter upon the above mentioned property for inspection purpos Print Name: ��{r� {? is '��'1►'1�)'1 Signature:- C� ' Date: ? Owner ❑ Contractor O Agent for Owner r ❑ Agent for Contractor B. C. Building Permit 01.16-04 pg 1 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. AICHELE, HAROLD OR SARA BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 4132 CABINET CIRCLE 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS NORTH HIGHLANDS SACRAMENTO CA 95660 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 1222 M[DDLE HONCUT RD B06-2238 (530) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERMIT NO. TELEPHONE NUMBER OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCY OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME" DEALER NAME (if not a dealer, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. SAME CITY COUNTY STATE ' ZIP UNIT DESCRIPTION FLEETWOOD HOMES CA. 1979 3602D MANUFATURE'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL2A/B932172130 60'X 24' CAL 161106/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION: SEE ATTACHED ASSESSOR'S PARCEL NUMBER: 028-050-029 HCD FORM 433(A) REV 8/91 WHITE— County Recorder CANARY — HCD PINK—Applicant GOLDENROD— Building Dept. FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMITS NUMBER: 06-2238 Address or location of unit: 1222 MIDDLE HONCUT RD. OROVILLE CA. Legal Description of Real Property: 028-050-029 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: HAROLD & SARAH AICHELE Owner's address: 4123 CABINET CIR. N. HIGHLANDS CA 95660 INSIGNIA OR HUD NUMBER: CAL161106/7 SERIAL NUMBER OR V.I.N.: CAFL2A/B932172130 MANUFACTURER'S NAME: FLEETWOOD HOMES CA. YEAR: 1979 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVRTFJS LINE NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR INSTALLATION ON A FOUNDATION SY IW- + 9,0IMERCIAL COACH, Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. AICHELE, HAROLD OR SARA BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 4132 CABINET CIRCLE 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS NORTH HIGHLANDS SACRAMENTO CA 95660 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 1222 MIDDLE HONCUT RD B06-2238 (530) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERMIT NO. OROVILLE BUTTE CA 95966 r<undefinedvalue> CITY COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCY OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME" DEALER NAME (if not a dealer, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION FLEETWOOD HOMES CA. 1979 3602D MANUFATURE'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL2AB932172130 60'X 24' CAL 161106/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 028-050-029 SEE ATTACHED HCD FORM 433(A) REV 8/91 WHITE —County Recorder CANARY — HCD PINK—Applicant GOLDENROD— Building Dept. 7 ;` ;a �a�„ • � w:p� « .. ARS t • } � ���� d �� g_ �.- E �'�,- �� .;®��� �. ,. � � �� �. �. �. �� • � .� M}� � � 1, �� STATE OF CALIFORNIA -DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT CERTIFICATE OF TITLE Manufactured Home, Decal No: LAY5498 Manufacturer ID/Name Trade Name Model DOM DFS RY I Exp. Date FLEETWOOD HM NO CALIF INC I HIGHLAND PK 3602D 08/13/1979 05/27/1980 Serial Number Label/Insignia Number Weight Length Width SPC SCC Exempt �i Use I Type ! CAFL2A932172130 CAL161107 14,200 60' 12' 04 SFD LPT CAFL2B932172130 CAL161106 12,000 60' 12' ; ! i —_l sued Total Fees Paid Feb 24, 2003 $208.00 Addressee CARL ROBERT DICKSON 236 LOON CT FOSTER CITY, CA 94404 Registered Owner(s) LANCE BENBOW LYNNANN BENBOW Community Property 3289 HWY 70 SP 213 OROVILLE, CA 95965 Situs Address 3289 HWY 70 SP 2B OROVILLE, CA 95965 Legal Owner(s) CARL ROBERT DICKSON 236 LOON CT FOSTER CITY, CA 94404 Lien Perfected On: 02/11/03 12:34:40 IMFORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 2659538 02242003- 667 C- ¢ O LL O ¢ 6 ¢ W 7 > O yOy W ¢ N J ~ a N CL = U O LL f W ¢ O O > N U ¢ ¢ ¢ 6 N Q `C U F IMFORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 2659538 02242003- 667 R s BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP061441 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 B. C. Building Permit 01-16-04 pg 1 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: 06/16/2006 APN: 028-050-029-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 1222 MIDDLE HONCLIT RD LINK Date: Contractor: Map Index: Description: NEW ELECTRICAL SERVICE- MISC WIRING p 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: DOWDIN, MAY ETAL to its issuance, also requires the applicant for such permit to file a JOHNSTON SHEREE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section PO BOX 618 7000) of Division 3 of the Business and Professions Code) or that he or PALERMO, CA 95968 she is exempt therefrom and the basis for the alleged exemption. Any (530) 354-1636 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).): C I, as owner of the property, or my employees with wages as their 'I sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: DOWDIN, MAY ETAL pp Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does JOHNSTON, SHEREE such work himself or herself or through his or her own employees, PO BOX 618 provided that such Improvements are not intended or offered for sale. If however, the building or improvements are sold within one PALERMO, CA 95968 year of completion, the owner -builder will have the burden of (530) 354-1636 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.). ❑ I a/m__Exempt under Article 3 the Business art- Pr fessions Code (0-r7Own Date: e License #: WORKERS' COMPENSATION DECL RATION 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: 0 S.F. Policy #: Valuation: $0.00 Census Code: 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' 'l0 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Q �� Date: r (� - DG Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. - - CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or hereby affirm that there is a construction lending agency for the Resoluti n to do work indicatea aboveforwhich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) .' ° _ _ Date: 16 Co Name: BY PERMIT &PIRES ON: Address: Date ❑ 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 county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form I hereb =documentofty. authorize repr_8septatiiv�es of Butte County to enter upon above mentioned property for inspection purpo Print Name: �01 Inr In` i -on Signature: Date: L� - Z — r<i) Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE {i: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.netidds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name ame u Address T . Ci a 2 rp M-0— State City hoJ Fax E-mail APPLICANT INFORMATION CONTRACTOR Name _._ _ . Address oaq City Fax Stat J.Z Zp Y� TPlho&,` -1 . Fax E-mail Planner Iia # Class APPLICANT INFORMATION ARCHITECTIENGINEER -Name--- ----"-----------�---------------------_ _._ _ . Address City Fax State Zp Phone Map Book Fax E -mad Planner State License Number APPLICANT INFORMATION Name Address M C y Cross Street h nes, 35 - Fax E -mall APPLICANT SIGNATURE X ah -e KAMA-- For office use onl . Zoning Pro Address i Flood Zone Cross Street SRAYes No 0cc, I Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LTi BIN # PROJECT LOCATION Amount OU Bldg Pro Address i SRA Cross Street Sheriff SMIP WORKER'S COMP NSAT/ON Policy Number Carrier #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 D..escription or -Scope -of-Work:- -t ! Work:_. CCL lSIOJ 14 Sq FT- Living Garage Open ov Structure Built without Permits 0 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 writteri 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. >�. V Amount OU Bldg SRA [[ Receipt #:q Ch Sheriff SMIP Other Date (� SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN /NIG ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual; (B) Manage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and.wet-signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ ' 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ ' '12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office '(if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). -- ❑-- ---4� NRDES-Form---- - - ---------._._ ...-- - --- - ---- - - -... - - ---.. ----- -- — -._.. _-- - -- ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Sfyle, Classification). ❑ 7. *Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew pction on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 8-12-M General Power of (with Durable Provision) ........................................................................ Attorney NOTICE: THIS IS AN IMPORTANT DOCUMENT. BEFORE SIGNING THIS DOCUMENT, YOU SHOULD KNOW THESE IMPORTANT FACTS. THE PURPOSE OF THIS POWER OF ATTORNEY IS TO GIVE THE PERSON WHOM YOU DESIGNATE (YOUR "AGENT") BROAD POWERS TO HANDLE YOUR PROPERTY, WHICH MAY INCLUDE POWERS TO PLEDGE, SELL OR OTHERWISE DISPOSE OF ANY REAL OR PERSONAL PROPERTY WITHOUT ADVANCE NOTICE TO YOU OR APPROVAL BY YOU. YOU MAY SPECIFY THAT THESE POWERS WILL EXIST EVEN AFTER YOU BECOME DISABLED, INCAPACITATED OR INCOMPETENT. THIS DOCUMENT DOES NOT AUTHORIZE ANYONE TO MAKE MEDICAL OR OTHER HEALTHCARE DECISIONS FOR YOU. IF THERE IS ANYTHING ABOUT THIS FORM THAT YOU DO NOT UNDERSTAND, YOU SHOULD ASK A LAWYER TO EXPLAIN IT TO YOU. YOU MAY REVOKE THIS POWER OF ATTORNEY IF YOU LATER WISH TO DO SO. TO ALL PERSONS, be it known that I; r G� O of ]a aa M 1CW I e. )-Ir�r� 14 . C)Rnil� the undersigned Grantor (hereinafter Principal), do hereby make and grant a general power of attorney to mo r i e. Snh n.Inn 'of l . a� (Y� ,d-� I P . H rim i+ ►moi P iRrxl l lP ('�Ct . G5Q te1c� and do thereupon constitute and appoint said individual as my Attorney-in-Fact/Agent. If my Agent is unable to serve for any reason, I designate of l-�]4YYl;M)P. Fonfi4 PA.f I as my successor Agent. My Attorney-in-Fact/Agent shall act in my name, place and stead in any way that I myself could do, if I were personally present, with respect to the following matters, to the extent that I am permitted by law to act through an agent: (NOTICE: The Principal must write his or her initials in the corresponding blank space of each box below with respect to each of the subdivisions (A) through (N) below for which the Principal wants to give the agent authority. If the blank space within a box for any particular subdivision is NOT initialed, NO AUTHORITY WILL BE GRANTED for matters that are included in that subdivision. Cross out each power withheld.) (A) Real estate transactions (B) Tangible personal property transactions n [ I j (C) Bond, share and commodity transactions (D) Banking transactions [ r�� (E) Business operating transactions (F) Insurance transactions [ ] (G) Gifts to charities and individuals other than Attorney-in-Fact/Agent (If trust distributions are involved or tax consequences are anticipated, consult an attorney.) Claims and litigation Personal relationships and affairs Benefits from military service wwww.socrates.com Page 1 of 3 ® 2005 Socrates Media, LLC LF205-1 • Rev. 03105 n • f General Power of (with Durable Provision) ........................................................................ Attorney NOTICE: THIS IS AN IMPORTANT DOCUMENT. BEFORE SIGNING THIS DOCUMENT, YOU SHOULD KNOW THESE IMPORTANT FACTS. THE PURPOSE OF THIS POWER OF ATTORNEY IS TO GIVE THE PERSON WHOM YOU DESIGNATE (YOUR "AGENT") BROAD POWERS TO HANDLE YOUR PROPERTY, WHICH MAY INCLUDE POWERS TO PLEDGE, SELL OR OTHERWISE DISPOSE OF ANY REAL OR PERSONAL PROPERTY WITHOUT ADVANCE NOTICE TO YOU OR APPROVAL BY YOU. YOU MAY SPECIFY THAT THESE POWERS WILL EXIST EVEN AFTER YOU BECOME DISABLED, INCAPACITATED OR INCOMPETENT. THIS DOCUMENT DOES NOT AUTHORIZE ANYONE TO MAKE MEDICAL OR OTHER HEALTHCARE DECISIONS FOR YOU. IF THERE IS ANYTHING ABOUT THIS FORM THAT YOU DO NOT UNDERSTAND, YOU SHOULD ASK A LAWYER TO EXPLAIN IT TO YOU. YOU MAY REVOKE THIS POWER OF ATTORNEY IF YOU LATER WISH TO DO SO. TO ALL PERSONS, be it known that I; r G� O of ]a aa M 1CW I e. )-Ir�r� 14 . C)Rnil� the undersigned Grantor (hereinafter Principal), do hereby make and grant a general power of attorney to mo r i e. Snh n.Inn 'of l . a� (Y� ,d-� I P . H rim i+ ►moi P iRrxl l lP ('�Ct . G5Q te1c� and do thereupon constitute and appoint said individual as my Attorney-in-Fact/Agent. If my Agent is unable to serve for any reason, I designate of l-�]4YYl;M)P. Fonfi4 PA.f I as my successor Agent. My Attorney-in-Fact/Agent shall act in my name, place and stead in any way that I myself could do, if I were personally present, with respect to the following matters, to the extent that I am permitted by law to act through an agent: (NOTICE: The Principal must write his or her initials in the corresponding blank space of each box below with respect to each of the subdivisions (A) through (N) below for which the Principal wants to give the agent authority. If the blank space within a box for any particular subdivision is NOT initialed, NO AUTHORITY WILL BE GRANTED for matters that are included in that subdivision. Cross out each power withheld.) (A) Real estate transactions (B) Tangible personal property transactions n [ I j (C) Bond, share and commodity transactions (D) Banking transactions [ r�� (E) Business operating transactions (F) Insurance transactions [ ] (G) Gifts to charities and individuals other than Attorney-in-Fact/Agent (If trust distributions are involved or tax consequences are anticipated, consult an attorney.) Claims and litigation Personal relationships and affairs Benefits from military service wwww.socrates.com Page 1 of 3 ® 2005 Socrates Media, LLC LF205-1 • Rev. 03105 n r , i (K) Records, reports and statements [ J ' J (L) Full and unqualified authority to my Attorney-in-Fact/Agent to delegate any or all of the foregoing powers to any person or persons whom my Attorney-in-Fact/Agent shall select [ ] (M) Access to safe deposit box(es) [ ] (N) All other matters Durable Provision: ( j (0) If the blank space in the block to the left is initialed by the Principal, this power of attorney shall not be affected by the subsequent disability or incompetence of the Principal. Other Terms: My Attorney-in-Fact/Agent hereby accepts this appointment subject to its terms and agrees to act and perform in said fiduciary capacity consistent with my best interests as he or she in his or her best discretion deems advisable, and I -affirm and ratify all acts so undertaken. TO INDUCE ANY THIRD PARTY TO ACT HEREUNDER, I HEREBY AGREE THAT ANY THIRD PARTY RECEIVING A DULY. EXECUTED COPY OR FACSIMILE OF THIS INSTRUMENT MAY ACT HEREUNDER, AND THAT REVOCATION OR TERMINATION HEREOF SHALL BE INEFFECTIVE AS TO SUCH THIRD PARTY UNLESS AND UNTIL ACTUAL NOTICE OR KNOWLEDGE OF SUCH REVOCATION ORTERMINATION SHALL HAVE BEEN RECEIVED BY SUCH THIRD PARTY, AND 1 FOR MYSELF AND FOR MY HEIRS, EXECUTORS, LEGAL REPRESENTATIVES AND ASSIGNS, HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS ANY SUCH THIRD PARTY FROM AND AGAINST ANY AND ALL CLAIMS THAT MAY ARISE AGAINST SUCH THIRD PARTY BY REASON OF SUCH THIRD PARTY HAVING RELIED ON THE PROVISIONS OF THIS INSTRUMENT. Signed under seal this day of 20 t_)&2 . Signed in the presence of: . wwww.socrates.com Page 2 of 3 ® 2005 Socrates Media, LLC LF205-1 • Rev. 03/05 Siate of County of /� &,h% ) On %�ze 2L, Zvo6 , before me, ��r• f O appeared A16r y �.> h , personally k own rr, mor proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that bp/she" executed the same in W&/her/tom authorized capacity44, and that by4i�/her/t4ai signature(4 on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Affiant Known Produced ID Type of ID T6�ia -g-, jc ,•%1.7f (Seal) �, gzss JAMES O. WEBSTER Commission #11510966 n U Notry Public-Califomia (nn. Butte County My Comm. Exp. SEP. 02, 2008 wwww.socrates.com Page 3 of 3 © 2005 Socrates Media, LLC LF205.1 • Rev.03/05 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material.for construction of this proposed property improvement: YES .[ -q NO [ ]. 2. I HAVE D,<] HAVE NOT ( J signed an application for a building permit for the proposed work- 3. ork3. 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: ork NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. 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 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. ,butte County Department of Development Services �AJT T ADMINISTRATION `BUILDING "GIS `PLANNING ° ! ° o 0 0 7 County Center Drive o - ° Oroville, CA 95965 ° -_s� j�a" ° (530) 536-7541 Telephone L'00 4-t`L (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner. Aa 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 yourselly 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 nbt 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 incnrance 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 Indnstrial Accidents. If the structure is intended for sale, property owneis 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. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector 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) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATION *BUILDING * PLANNING April 17, 2006 Inez Harriet Dowdin 1222 Middle Honcut Oroville, CA 95965 RE: Substandard Housing Violation address: 1222 Middle Honcut Road, Honcut AP# 028-050-029 Dear Inez Harriet Dowdin; This department has received a complaint alleging health and/or safety hazards at the above - referenced property. Butte County Assessor's records indicate that you own or control the property. On April 7, 2006, an inspection was made regarding the complaint and the following conditions were observed which are in violation of the California Health and Safety Code, Section 17920.3 (a)'13, (b) 2, (d);. which pose health and safety hazards to the occupants and render the dwelling substandard. This letter is your thirty (30) day warning letter to correct or abate the following violation: 1. Lack of Required electrical lighting. (a) 10 2. General Dilapidation. (a) 13. 3. Deteriorated flooring. (b) 2 4. Exposed electric wiring. (d) Any building or portion thereof including any dwelling unit, guest room or suite of rooms, or the premises on which the same is located, in which there exists any of the following listed conditions to an extent that endangers the life, limb, health, property, safety, or welfare of the public or the occupants thereof shall be deemed and hereby is declared to be a substandard building. Inez Harriet Dowdin AN 028-050-029 April 17, 2006 Page 2 At the time the above -referenced property becomes vacant, it shall not be occupied until all violations are corrected. It is the County's goal to obtain voluntary compliance with the California Health and Safety Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. A re -inspection will be made to determine compliance. If voluntary compliance with this notice is not accomplished by correction of the above -referenced violations, enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction and per Section 41-7 of the Butte County Code, violators may be fined and a Notice of Violation may be recorded which include a description of the action necessary to correct the violation. Furthermore, failure to comply will result in the Franchise Tax Board being notified of your non-compliance. You will then be prevented from claiming state tax deductions for taxes, depreciation, amortization, or interest expenses connected with the property as long as it remains substandard. This notice is given to you pursuant to Section 24436.5 of the California Revenue and Taxation Code. To comply with the California Health and Safety Code, Section 17920.3 (a) 1.0, .13, (b) 2, (d); you must obtain all required permits for repairs from the Butte County Department of Development Services, Building Division, 7 County Center Drive, Oroville, California. You have thirty (30) days to voluntary comply with the above -referenced directions. Should you have any questions concerning this matter, please contact me at 538-7541 Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, e 41 - Nick Hoekstra Code Enforcement Officer NH:ajf cc: Department of Development Services, Code Enforcement f.� "� F Butte County Department ®f Devel®pfc `-i nce www. buttecounty. netldds 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile December 17, 2004 Harriet Dowden Inez 1222 Middle Honcut Road Oroville CA 95965 RE: Formal Warning Notice Butte County Code Violation 1222 Middle Honcut Road, Oroville AP# 028-050-029 Dear Harriet Dowden Inez•, Through our courtesy notice on .lune 17, 2004, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the following specific violations: 1. The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. Your failure to eliminate the stated violations is cause for the issuance of this formal warning notice. This is notice that as of this date, our records indicate that the following violations to the Butte County Code still exist: 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 24-230 - The U (Unclassified) 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 U 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 this violation exists on the property is based on the following definition in the Butte County Code: PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte; I am, and was at the 2 time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within 3 action. Mybusiness address is Department of Development Services, Building Division, 7 County 4 Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for 5 collection and processing of correspondence/documents for mailing with the United States Postal 6 Service and that said correspondence/documents are deposited with the United States Postal Service 7 in the ordinary course of business on the same day. 8 On December 17, 2004, I served the foregoing 10 Day Notice on the person(s) named below 9 by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, 10 addressed as indicated below, and by placing said envelope. 11 12 In the appropriate place within the Department of Development Services where 13 mail is collected for mailing with the United States Postal Services on the same 14 day. 15 X In the United States Postal Service Mail in Oroville, California. 16 17 Harriet Dowden Inez 1222 Middle Honcut Road 18 Oroville CA 95965 19 20 I declare under penalty of perjury under the laws of the State of California that the foregoing 21 is true and correct and that this declaration was executed on December 17, 2004 at Oroville, 22 California. 23 24 G eQedif ce st H 25 26 27 28 . � 02 S. 9, 16 & 17, T.17N. 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I I 5.21Ac 1 1 1 1 I I I I I I 1 299.47 , I I 94 $ 1 JW.20 I I 93 1 35 :BuftejouhtyAssessor's Map 1.81Ac oke 28, Page 05 Jo0.00 parcels are for assessment pu only and may not constitute legal pa CREATED BY STCREATED ON 9-8-1999 REVSW BY DB REVISED ON 2-24-2003 EFFECTIVE 2003-04 ROLL Com led By The Butte County Assessor's OfPce M N OTE. PROPERTY OWNER IS RESPONSIBLE FOR • ' DETERMINING LOCATIONS OF PROPERTY LINES 1 AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING OFFICIAL. j l � i � •' X47 i c 1 a y --—und,,r lye poi r c eL "s ' c6 9 'r ' ?'l -7J . ?71, .91 1 . J C, L.� �� �' ._ `.�.� �/ /� �•�� rte. 1 � c PLANNING DIVISION - BUILDING PLAN APPROVAL Use: L ) _ Date: Parking: Landscaping:-- Other. e - I r+ - Signature: /0 -,6r ^ /01 P_Gtr ' Lj rd elba C44-) BUILDING PERMIT# 09 - 06.11* Acc=ccr%c2+c PARCEL# 07, 0 Z'l BUTTE APPROVED y// V/,6$ e- +� APPROVED PLANS AND `' i 1 OCT O AA ICLJAI 1 OC f'1 Al CITC C P9O A I 1 I AI O 11 A1C r { THE 2007 CBC, CMC, CPC, f'.Ff'. ANn qtnn=. mal lFrrim NIA ENERGY STANDARDS AS AAA CA�nC�"� OV TUC 'AOOt V Tf'1 TUC ��� ICT r—_ -- FILE COPY iL•Qfi�%�Y wT e-.a�1o/10 a• (min) t�a p snRRuvs oIe••oc � .-/• REBAR SEC A -A .. 1 Sc—G ore .xa AxcxoR eRAcur �/I �,L 1 n• x1oE ..us- mX:X o x• o.c. eR-EU /J. 2 BOLT / ! �/ 3 W/ 6-m.m. x. EMeEOO 2A•' O.C. R ARcx vNr¢ W+r a-.e•aalo _ z C $ /J SnRRURs Ole"OC.___ J• LroNt. C R / e - s s -/e REW Op. L P' 1�1 SEC 8-8 Sar�•ti�� • GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE CBC 200' BUILDING CODE 2. NO LOADS OTHER THAN THOSE OWEN UNDER "DESIGN DATA" BELOW SHALL BE IMPOSED ON THE "STRUCTURE" 3. THE STRUCTURAL DESIGN OF THIS BUILDING IS BASED ON ASSEMBLY IN EXACT ACCORDANCE W17H ERECTION PLANS @ INSTRUCTIONS. FAILURE TO FOLLOW THESE PLANS SHALL BE THE SOLE RESPONSIBILITY OF THE ERECTOR. a. BUILDING MUST BE GROUTED IN PLACE ONCE THE ARCHES ARE ERECTED AND TIGHTENED IN ORDER TO REACH FULL LOADING CAPACITY. BUILDING IS SUBJECT TO COLLAPSE IF NOT FULLY GROUTED ACCORDING TO INSTRUCTIONS. 5. GROUTING NOT NECESSARY IF USING INDUSTRIAL ARCH CONNECTOR. FOUNDATION NOTES E.OTE: THE FOUNDATION ON THE DRAWING IS A SUGGESTED SOLUTION ONLY. CHANGES MAY BE NECESSARY DUE TO LOCAL BUILDING REGULATIONS AND SITE CONDITIONS. I. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1000 PSF. THIS SHALL BE DESIGNED TO FULLY RESIST ALL ROTATION AT THE BASE OF THE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1000 PSF WITHOUT APPRECIABLE SETTLEMENT. 3. A PROFESSIONAL ENGINEER SHOULD BE RETAINED WHERE SITE CONDITIONS WARRANT. DESIGN DATA (MATERIALS) 1. CONCRETE F'c = 2500 PSI 0 28 DAYS. ACI 2. REINFORCING STEEL GRADE 40. Ty . 40 KSI. ASTM A615 3. W.W.F. Fy - 65 KSI. ASTM A.105. A. CONCRETE MIX SHALL CONTAIN 1]/SY FIBER REINFORCING A L_ i ',R ENDWALL PANEL DATA L f of 1 A A Ary ..plication of ' ' Pole O in Port is at/ic Uy .BUILDINGS .. ' 182 E NEWPORT CENTER DR '� ' 1 I I. I. I I 1 romidaen. eatanL .n unser tee I H DEERFIELD BEACH FL 334'42 c� ) T� 1 a 34'-5- APPROVED BY: CHRIS LEE REVISIONS: ' ',R I ^) -g e" o C p,[ c o•t e F40,J3 DESIGN DATA INACCORDANCE ITH CBC 2001 OIm.DIMG CODE MAXIMUM ROOF UVF CAD (PSF) _ 2O. Pg: GROUND 306W LOAD (PSF) = 0 V : WIND v OCITY (MPH) = 75 EXPOSURE.C SEISMIC.3 BOLTS: 5/16" x 18 x 3/4" GRADE 2 SAE OR ASTM A307 STEEL ROOF PANEL GAUGE = 22GA STEEL EAVE PANEL GAUGE = 22GA STEEL SIDEWALL PANEL GAUGE = 22GA STEEL ENOWALL PANEL GAUGE = 0 CA CALVALUME SHEET STEEL STRUCTURAL QUALITY ASTM SPECIFICATION A792-94 55% ALUMINUM -ZINC ALLOY (HOT DIP COATING) AZ55 ASTM A792 GRADE 50 50 KSI MINIMUM YIELD 65 KSI MINIMUM TENSILE oevl Srj 1 s DL'V: ii1rF� E Coin y ARCH ANCHORAGE HEADED ANCHOR BOLT A307 OR A36 EMBEDDED MINIMUM 6" SPACED 24" OC, SET Y FROM FACE OF FOOTING 5/8" DIA. HEADED BOLT REQUIRED UP TO 25'-0" WIDE t 5/8" DIA. HEADED BOLT REQUIRED 30'-0" WIDE AND GREATER t". MAY MAY USE DRILLED WEDGE TYPE ANCHOR L BRACKETS AND ANCHOR BOLTS NOT SUPPLIED WITH BUILDING L BRACKETS MAY BE PURCHASED FROM YOUR US BUILDINGS SALES REPRESENTATIVE OR LOCAL HARDWARE' STORE ARCH PANT DATA ENDWALL PANEL DATA IF f of 1 A A Ary ..plication of ' ' Pole O in Port is at/ic Uy .BUILDINGS .. ' 182 E NEWPORT CENTER DR '� ' I romidaen. eatanL .n I ^) -g e" o C p,[ c o•t e F40,J3 DESIGN DATA INACCORDANCE ITH CBC 2001 OIm.DIMG CODE MAXIMUM ROOF UVF CAD (PSF) _ 2O. Pg: GROUND 306W LOAD (PSF) = 0 V : WIND v OCITY (MPH) = 75 EXPOSURE.C SEISMIC.3 BOLTS: 5/16" x 18 x 3/4" GRADE 2 SAE OR ASTM A307 STEEL ROOF PANEL GAUGE = 22GA STEEL EAVE PANEL GAUGE = 22GA STEEL SIDEWALL PANEL GAUGE = 22GA STEEL ENOWALL PANEL GAUGE = 0 CA CALVALUME SHEET STEEL STRUCTURAL QUALITY ASTM SPECIFICATION A792-94 55% ALUMINUM -ZINC ALLOY (HOT DIP COATING) AZ55 ASTM A792 GRADE 50 50 KSI MINIMUM YIELD 65 KSI MINIMUM TENSILE oevl Srj 1 s DL'V: ii1rF� E Coin y ARCH ANCHORAGE HEADED ANCHOR BOLT A307 OR A36 EMBEDDED MINIMUM 6" SPACED 24" OC, SET Y FROM FACE OF FOOTING 5/8" DIA. HEADED BOLT REQUIRED UP TO 25'-0" WIDE t 5/8" DIA. HEADED BOLT REQUIRED 30'-0" WIDE AND GREATER t". MAY MAY USE DRILLED WEDGE TYPE ANCHOR L BRACKETS AND ANCHOR BOLTS NOT SUPPLIED WITH BUILDING L BRACKETS MAY BE PURCHASED FROM YOUR US BUILDINGS SALES REPRESENTATIVE OR LOCAL HARDWARE' STORE ARCH PANT DATA ENDWALL PANEL DATA LEGAL NOTE ; US j (IF EOUIPPEDI1 Ary ..plication of ' ' Pole O in Port is at/ic Uy .BUILDINGS .. ' 182 E NEWPORT CENTER DR '� ' T. romidaen. eatanL ao' ute0 PI�p�ES'� unser tee I H DEERFIELD BEACH FL 334'42 c� ) T� F2 DRAWN BY : APPROVED BY: CHRIS LEE REVISIONS: ' ]/r Q \J,rs�y1JANG F<0 2a•cc Z SCALE: N.T.S. CHECKED BY: CHRIS LEE / S GO No. C61054 m DATE: I/1O/2003 1:21:17 PM ORDER NO. 20-15778 P _ W m CUSTOMER :HAROLD AICHELE 4� 8 * 7-1/2' * �� Address . 1222 MIDDLerty E HONCUT ROAD City, State :OROVILLE CA 7 95966 v* MODEL: A -.-25'W x 12.885 pyJG• veneral Arrangemen FILE COPY OWNER i C(f k LC APNI15 B P #09 4D&A- (2F_ CALIFORNIA CODE of N Te 2001 CBC, CMC, CPC, 2004 SITE PLAN REGULATIONS TITLE 25 CEC, and 2005 California Energy _..........._.................._....._................................_....._.......... .. _ ... ...... ........ a ._. ........_ _ -• -•• Requirements as amended by the Standards as amended y e i .... :... jurisdiction iction applyto this project apply to this project .. ... .. ... .. .. ... s iction ! .. ... .. .. ............ .. ... .. ... .. .. ... .. .. .. .. .. ... .. .. ... .. .. ... .. .. _ ... .. .. ... .. .. .. ... ..... ................ .. ............................... ... .. .. ... .. .. _ ........... ... .. ... • :-.. ......................:< ... .. .. ..... .. .. ... ............. :=! 1. . .. }. ... _....._.,...... ... .. .. .. i � •�I � - -_ - -�_ _. 1C.. 1 -_4 E L ..... .......... ... .. .. .. ASSESSOR'S PAR... • BUILDING PE RMIT •-- _ Z = CbA� �I CEL # ... :..... .. .. .. P tido.Landss ....:.... ' . OTTE- 3.. .. t , - - ... : .. , v 0 . 10 �IQ .. l _ 9 «lk "'H .. _.. -.. ... .. .. _..... �9 .. .l ..' .7 •J. . .;... .. ... .. .................... ...Ll .. .. ... L r r . . .. . -- ...... ... .. .. ... .. .- •. .. .. ... ._ .. ... .. ... P0• .. •..- --....................... ............. _.. ... .............. .. ._ .. .. .................. .. .. ... ..c ...... -- ....: -...�. - ! .. Ttiv ... ' j C) <, p �.. Wm�.. ............. .. .... . b.o • � - ............. 6 .. . (D � . 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Home Accepe Certificaorm513 ...........j.... _ .. . .. ... ._ .. ... ... .. -. ............... �......:......:...... • : : I: i I by iiiHealth b corn dode Section 8613or8551 b ................................................................................................................................................................: .....................................•.....•........................... Assessor's Parcel Number 0 �, Q — ©5 — 0 ®® Scale: 1" _ _ a>�U T TFo FOR OFFICE USE ONLY PROVIDE FOR ALL f ^ /:� o �—ADJ_ACENT PARCELS Zoning Owoner Name Address / Phone No. -� Site Location f Contact: (Name 1 a Phone'_�"R/�- General Placa Desig: Size, Acres APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS - A kaw rArII3 6-10-0 0 -Q-.' *.Kav #dg .1;)U Ao Q