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039-230-057
039-23-0-057 AGOO- 144 THORPE, MATT& JESSICAu 3a5�DURHAM DAYTON HWY, DURHAM AGRICULTURAL BUILDING 039-23-0-057 00-2495 THORPE, MATT & JESSICA 3Rqo DURHAM DAYTON HWY, DURHAM CONTR: NA / I�OfZ- ELECTR16d':400 AMP SERVICE 039-230-057 02-0773 THORPE, MATT & JESSIC 3296 DURHAM DAYTON, NSF 3 BR 2 1/7. BA 039-230-057 06-0673 THORPE, MATT 3296 DURHAM DAYTON HWY, DURHAM CONT: CARE FREE POOLS Finaltq POOL (MASTR 502-01) 9-1-07 B08-0047 039-230-057 MISCELLANEOUS -Ag Exempt AG BLDG: STORE AG IMPLEMENTS, 57' 3296 DURHAM DAYTON HWY. THORPE, MATTHEW J & JESSICA • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES AGRICULTURAL BUILDING EXEMPTION 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: 3296 DURHAM DAYTON HWY Owner: Permit No: B08-0047 APN: 039-230-057 THORPE, MATTHEW J & JESSI Issued Date: 05/20/2008 By KEJ Permit type: MISCELLANEOUS 3296 DURHAM DAYTON HWY Subtype: Ag Exempt CHICO, CA 95928 Expiration Date: 05/20/2009 Description: AG BLDG: STORE AG IMPLEMEN' (530) 898-9220 Occupancy: U-3 Zoning: A-20 Contractor Applicant: Square Footage: THORPE, MATTHEW J & JET Building Garage Remdl/Addn 3296 DURHAM DAYTON HW' CHICO, CA 95928 Other Porch/Patio Total (530)898-9220 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 Total Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B6013 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. cf Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the Iasis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 05/20/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; check one of the following: Contractor's Signature Date gPlse 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 thethe ar 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. prove for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required byONTRACTORS AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED 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. Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier: Policy Number: Exp. Date: (This section nee not be completed if the permit is oris or onehundred dollars ($100) or less.) nI AM EXEMPT under Section B. & P.C. for this reason: [5I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS L� ISSUED, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 05/20/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Sign a Date provisions. X 05/20/2008 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building 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 a arising out of, 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 t is a 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 owne r am authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY a ,oma 05/20/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency forerne Of P Ittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. FlAgent for Owner DAgent 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 Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. M RM "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 Name �e First Name Q Mailing Address32 City �/�,� State u'7 City Phone Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name Q Address` Zip City Fax State Zip Phone Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name Address City e Zip Phone Fax E-mail State License Number APPLICANT /NFORMAT/O Name �\ v Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE 01 X / PROJECT LOCATION API 03 9 - Property Address Z ,�-,a/ aim - 1&40 City C' �•c 9S 2 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: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning I A_2DFlood Zone I I SRA I Yes KNo Occ. Type Const. 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 AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials 1gFAG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials'ZZWAG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials -�"G Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 3296 DURHAM DAYTON HWY Permit No: B08-0047 APN: 039-230-057 Square Footage: Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: A-20 Description: AG BLDG: STORE AG IMPLEMENTS, MA' Required Setbacks: Applicant: THORPE, MATTHEW J & JESSICA Front: Side: 20' Rear: 20' 3296 DURHAM DAYTON HWY Type of Construction: CHICOCA95928 .(530) 898-9220 Type of Siding: Metal Owner: THORPE, MATTHEW J & JESSICA Est. Const. Cost: $ 25,000.00 3296 DURHAM DAYTON HWY Roof Covering: Metal CHICO, CA 95928 (530) 898-9220 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at that time and prior to occupancy. Signature of owner: Date: 01/08/2008 FILE COPY .Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant. Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0047 Date: 01/08/2008 Location: 3296 DURHAM DAYTON HWY By: KCG Parcel Number: 039-230-057 Sub Type: AE Exempt Owner Name: THORPE, MATTHEW J & JESSICA Phone: (530) 898-9220 Description: AG BLDG: STORE AG IlVIPLEMENTS, MATERIAL, TOOLS, EQUIP (25X25) By signing below,.I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of.land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: �fr�j7P/ FILE Date: 01/08/2008 ,Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or, her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cant' out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PLAA O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. R NO) 2. AVF AVE 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: ADDRESS CITY, PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: AG BLDG: STORE AG IMPLEMENTS, MATERIAL, TOOLS, EQUIP (25X25) Reference Number: B08-0047 Applicant Name: THORPE, MATTHEW J & JESSICA Owner's Name: THORPE, MATTHEW�JJ & JESSICA AP # : 039-230-057 Signature of Property Owner: / Date: 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 8uiI`dki4 Official shall expire and become null and void if the work authorized by such permit is not started or completed within one yea rom the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of time provided construction progress has been documented by the Building Division during each year during scheduled inspections.\eiration, anges may be made in the original plans and specifications for such work. In order to reinstate action on a permit after the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Umpletion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is o occupy this building or any portion of the building for which this permit is issued without a final inspection. � 2 p�?U\ (dkl EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.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: B08-0047 Date: 01/08/2008 Location: 3296 DURHAM DAYTON HWY Parcel Number: 039-230-057 Owner Name: THORPE, MATTHEW J & JESSICA Phone: (530) 898-9220 Description: AG BLDG: STORE AG IMPLEMENTS, MATERIAL, TOOLS, EQUIP (25X25) Signature of Applicant: Date: 01/08/2008 FILE . s' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 17:4N►ylIIII aU93 BP060673 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/11/2006 APN: 039-230-057-000 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. C 53 Site Address: 3296 DURHAM DAYTON HWY DUR License Class : License Number: 3}708 Map Index: Date: Contractor: 46-525- kl a__c Description: POOL MASTER 502-01 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt. from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: THORPE MATTHEW J & JESSICA R 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 3296 DURHAM DAYTON HWY the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 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 95928-9548 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 (heir sole compensation, will do the work, avid 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 Applicant: CARE -FREE POOLS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 9 ALYSSOM WAY provided that such improvements are not intended or offered for PO BOX 8689 sale. If however, the building or improvements are sold within one CHICO, CA 95927 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 (530) 342-4639 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: CARE -FREE POOLS and who contracts for such projects with a contractor(s) licensed, pursuant to the Contractors' State License Law.). 9 ALYSSOM WAY PO BOX 8689 ❑ 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 Date: Owner: (530) 342-4639 t 1 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 380826 ❑ 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 �. issued. Architect: Ial I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:.246nF ,CJIiIJ� Total Square Ft: O.S.F. Policy #:_ ��E�� Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit.is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall t , forthwith comply with thos provisions. 1 Date: � J '21-0& / Applicant: �i� 1�4 . 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio s to do work indicat d a a for which fees have been paid. Name: BY j Date: �ll - 0 1 Address: PERMIT EXPIRES ON: (I (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: l�Pi� Signature: Date: ❑ Owner Wtlntractor ❑ 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 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" CONTRACTOR OWNER Last NameO City � N / 6 Cs irst Name Address �1 Phone 3 q;)- q(,3 City w 2 U A Ai E -mail State Zip Phone E-mail Fax E-mail Carrier CONTRACTOR Name Coe ff SEE oaL Address o -RQ City � N / 6 Cs State !4 Zp ,F-2 Phone 3 q;)- q(,3 Fax 3f:D- a? 99- E -mail Lic. # Class Name /,ARCHITECT/ENGINEER fT fi-*'/I/ot A - Address / /1 ;) City City Qua #w-'st -State- Zip Phone -0 Fax E-mail Policy Number State License Numb 9� PERMIT NO. tib' oo3 BP BIN # G APPLICANT NAME LOCATION AP# .390 —0 3 41 —6 s Property Address 3.*9(o ,Dv2N•aM �/� ' City Qua #w-'st Cross Street E-mail Type Const. Subdivision Name Map Book WORKER'S COMPENSATION Policy Number Planner Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name A dress G APPLICANT NAME Name �o Address p o f3 Cx P City(I- / c Stat f 14- Zip Phone 3 � _ oto Fax E-mail APPLICANT SIGNATURE X RAV 2jze For office use only: Zoning Rec Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page . Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Description or Scope of Work: lM H� T�,LE lU C eu Pu o Sq. Footage D ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 REV 7-27-04 Rec Amount: , �' Bldg SRA Receipt #: Sheriff SMIP Dater ;,—Other Total Page 1 of 2 REV 7-27-04 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 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. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage 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. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. 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. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 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. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application 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 7-27-04 .. -.•'ire �w .. Z - r. .« -..... :lam' •.�, ,�=Z.. �r � �^'...yc.v5:..,:M'w i' •t.r.=.,,,/ ,'' .:�vw..-. � a - _ .• COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ' lJ�l n n��� ASSESSOR PARCEL NUMBER Proposed Building Use: Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orderb apply. ° V 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) - 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required....................................................................... ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ .20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. o / 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ........... i O 24. Contact Land Development about _ Improvements, _ Drainage ........................ s ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... �" 26. NPDES Form............................................................................***** *......... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... - ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ . .............*. ......... .29. Worker's Compensation Carrier and Policy Number ........... -- ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: I h p When issued Telephone and and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: / 1 s Date: ;? A,1,11)6 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: - Plans approved by: Date: Structural reviewed by.. Dat . Structural approved by: Date Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 Plot Plan Attached Floor Plan Attached Sent to BONDS / TO: Building Division = Development Services FROM: Environmental Health SUBJECT: . Sanitation Clearance owner-, Location AP# Plan Approved for: Sewage Disposal: L — Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: mmental"Health Specialist Clearance 912005 3 6'� Date EP p-ATMENf�• ° uTT \O \ c01' 1 NI'C. o&�, Department of'Public Works :o�j County of Butte J. Michael Crump, LAND DEVELOPMENT DIVISION o / Storm Water Management Program 'Director 7 County Center Drive Oroville CA 95965 A fir 5 �BCIC WOP'� (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 ACREI Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build-ouis 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 piovided by law. Signed: /LQ Title: C d a..tri2 ocTa 2 Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ..,NOTES I 41 039!230-057 02-0773 THORPE, MATT& JESSICA PERMIT N'-3296 DURHAM DAYTON, DURH NSF 3BR2V2BA 41- ck&1_10 sl lv_v_/lk/z_' I' SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER n n6 -k A r 2 11 - 03 V-a.� JOB FINALED to Signatur ,/ =.OK 0 =-Not OK = Not Applicable ' = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements - Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ r /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. - / P Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect f 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks• Easements 1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test- Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged • _1% 9. Tie Downs -Type -Installation Cert. A 10. Exits; Insp.-Sketch 11. Cert. of Occupancy _12. Permanent Foundation Only; License Decal . Date Card B-1 _.N. Date Card B-1 Date Card B-1 Date Card B-1 1J •. a ► MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval ( 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date finderfloor (Plans) OK except #'s J,tVing-S.Ibacks- moke Detector Y. tg.. ain; Soils-Elec. Grnd.-/ /" Ftg. Depth . Ft Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4 t ., orches & Decks; Soils -Steel-/ P Ftg. Depth 5 t alls, Main; Steel-Blockouts-Wrapped Windows or Exiting Doors -Sill Ht. & Dimensions t walls, Garage; Stee l-Blockouts-Wrapped 6ar,Kold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 't I e -1 -Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. W r Htr.; Vent -Access -Combustion Air Baffle 8 ate ipe; Test & Anchor -Nail Protection 9 V.; Test Fittings & Anchor -Nail Protection �v Shower Pan; Test, First Floor -Tub Access 21. Te t.•Tub & Shower, Second Floor-Tub�Access 221*"Gas Pipe; Sixe & Anchors Date G Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AECTRICAL (Permit) OK except #'s Zr F'CTransformer Clearance -Ins. Protection c.Aeceptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled exnstalled Close to Edge of Studs & C.J. E . Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / g C or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / gagor At Insulated Neutral ❑ Yes ❑ No 'Dingle & Duplex) Date 31. SerykgRiser Conductors & Ground Main Disconnect FRAMING (Continued) angers -Post Caps -Anchors -Connectors p. Clearances Panels-Motors-Mech. Equip. tos Closet Light -Shower Light -Spa Light 47. moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Windows or Exiting Doors -Sill Ht. & Dimensions 35. s nsulation & Support 3 en an, Exhaust above insulation on to Drain & Overflow, Size & Grade ProppAy Line Firewall & Openings ace -Vent Access -Comb. Air -Return Air Vent 115 outlet 13e,16t. 95attic Access & Platform if Furnace in Attic 54. Stair " idth-Headroom-Rise-Run-Landing-Fire Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 57. 40. S' op Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound Glazing Area -Glass Protection -Skylights -Plastic Bearing Walls over Girders & Floor Nailing 59. 43. Dr ft p in Walls (rat proof) Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs Brace Interior/Exterior Wall Panels eaders & Beams -Size & Bearing 'Dingle & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors 47. Cli g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-S)tting.-Rfng. F' place Ties or Type A Flue -Fireplace Throat Clearance' Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 52. ProppAy Line Firewall & Openings 13e,16t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stair " idth-Headroom-Rise-Run-Landing-Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Dat oZ Card B-1Date Card B-1 Card B- Date Card B-1 Date FINAL s) OK except #'s 63. Ext. s -Door & Sidelight Protection -Land &. moke Detector i 6 nac ts-clearance-Comb, Air -Connector- In Garage; Above Floor -Ducts -Mach. Protection I. & BatKFixtyr9g& Tub Access4W- / W. Sta & Raitg-_ 7911fi-wplace or Stove, Clears rt 7 Elec. Outlets at W anel, Int. & Ext. 7 tt. Fixt. & Appliance; Gr a Gap-Cooki earance 73 Elec. Outlets & Receptacles at4e*. Counter 7 arage 're Door; S -La -CI re 75. . D Garage -Damper 7 r. Htr.; Vents -Clearance -Comb. Air Connector - in Garage; Above Floor-Mech. Protection 77 EI c. & Mech. Equip. Listed for Lo ion ec. Receptacles in Garage (F.Wiliornex Protection 7$-4frSul"tion-Foam-Looked inJIN16- 8 Guard Rails & Deck Construction -Post ps 8 n. VBents & Crawl Hole Door Drainage & od-Earth Clearance Looked under FI ❑ es •. 82. Followingjnstld./Drive es J No/Walks D -Yes o/Planters ❑ Yes tffllo t�<Ucco Brown -Finish 8 A. Unit Disconnec lectric3l- umbing ants Above Roof, Plbg-Ap ce-Fireplace-Clea nce to Openings •8 ater Well, Disconnect, Electrical, Plumbing 8?1*fxterior Elec. Trim, G.F.I. Receptacle -Underground 88. entilation Throughout House 891 -Glass Protection 90.' rections from Previous Inspections 91. Gas T eters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval (0 Energy Compliance Certificate -Other Certificates 9 Address Posted Date_? fb3 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, 9ROVILLE r ` FROM: ENVIR. HEALTH, CHICO DATE: a = I2ELE ftSE ENV. - HEALTH HOLD ON BUILDING -FINAL FOR: - OWNER NAME:��L SEPTIC: WELL: -� - - AP#:& a _©s% ADDRESS/LOCATION: �� Comments: GL /memos/releaschold ENGINEERED WOOD SYSTEMS p , F", —4 " I zo 61 Certificate of Conformance Certificate 0-54075 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered .Wood•Systems (EWS) Quality Assurance•=ProgramRoutine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. S?x� `o `3 o °° 'ilt 0 Rql J'�♦i � + 4 t<` cls ♦i c Z = SEAL = 3: %1v s y. I ass by e) L J _ Thomas G. Williamson Executive Vice President ENGINEERED. WOOD SYSTEMS is a related corporation of APA —THE ENGINEERED WOOD ASSOCIATION , 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 96411-0700 Telephone: (253) 565-6600 Fax Number: (253) 565-7265 ,ij ENGINEERED WOOD SYSTEMS 0 Certificate of Conformance Certificate 054075 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits.in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine'audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by 4L I / 46L—. Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporat`on of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 Manufacturer Insulation Fact Sheet CertainTeed-M This is CertainTeed Corporation InsulSafe 4 • Fiber Glass -Plowing Insulation CertainTeed Corporation t P.O. Box 860 ' Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW l The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: S R -VALUE BAGS PER 1000 SQ. FT. a MAXIMUM. SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.); Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418. 10'/2 22 13.1 77 0.353 9 19 11.1 90• t 0.301 73/4 13 7.7 129 0.209 5'/2 11 6.6 151 0.179 43/4 R -values are determined in accordance with ASTM C 687 and 51.8. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. i R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 29 35.8 28 1 0.967'''?. _ :- 7'/4 22 27.2 37 j 0.733 51/2 16 19.8 51 0.533 4 15 117.9 56 0.483 3s/e 14 1 17.3 58 0.467 372 READ THIS BEFORE YOU BUY What yod should know about R -Values. The chart shows the R -Value of this insulation. R means resistance`to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. ' To get the marked R -Value, it is essential that this insulation be installed properly. • 0 CertainTeedM • Builders Statement 0 0 Homeowner Name / Jobsite Name 0/1 InsulSafe 4 Fiber Glass Blowing Insulation e Address � 'I , %11�_ _f�&j Installer/Contractor (sign) Company Name Date Builder (sign) Inspected By (sign if required) Company Name Date Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 j 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 77 0.353 9 19 11.1 90 0.301 73/2 13 7.7 129 0.209 51/2 11 6.6 151 0.179 4% THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq.'ft of net area for each R -Value listed. " • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE !;V) BAGS USED BATTS/ROLLS (✓) CEILINGS -?E3 )A/ WALLS 1 FLOORS 9 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq.'ft of net area for each R -Value listed. " • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMtNT SERVICES - BUILD[ DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530410A PERMIT O. (Rev.12/96) APPLICATION AND PERMIT � ASSE Cv 6 57 ZONING 20 BUILDINGPERMIT OWNER MATT & JESSICA THORPE TELEPHONE 898-9220 SO. FT. OCC. BUILDING VALUATION 2817 R 152 118.00 . OWNERS MAILING ADDRESS 2662 NAVARRO CHICO 1354 U 24,372.00 CONTRACTOR'S NAME TELEPHONE 6U`3 904.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A l LENDER'S MAILING ADDRESS Total Valuation $ in, nzi. ARCHITECT OR ENGINEER RUSSELL GALIAWAY ASSOCIAITS LICENSE NO. 1C99709 Filing Fee $ 2���0 Permit Fee $ 940.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 7 SIERRA NEVADA COURT CHICO, CA 95928 Plan Checking Fee $ 611.33 BUILDING ADDRESS 3296 D Energy Plan Checking Fee $ 23.00 PERMIT FEE S1 s 5134.83 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee '20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 141 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 15.00 -Lq.CQ Each as water heater or vent 15.00 15.00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF OBR) W/GARAGE Gas piping system 1 - 5 outlets 15.00 15,(� Building sewer 15.00 15. Co Mobile Home I S I G I W @20.00 PERMIT FEE $ 9 ELECTRICAL PERMIT Fling Fee 20.00 600VMain Service zo.A OR LESS 23.00200A;} LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License La for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 NEW CONST. DEWCC WEE NG OCUP. OR AODNS. ( a ACC. BUDS. SO 3.5¢,;}5.99 nNONN-REOSID. T. MULTI.OUCUITS 97,50 POWER APPARATUS 8 SINGLE OurLET CIR. EX. OCCU OUTLET OR FIXTURES BAL @ I.00 Ex. Occup. OnxuREED�A Aa D OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S. WORKERS' COMPENSATION DECLARATION 1 ereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed it the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall3 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply with those pr visions. X to1.rzez Ignature of A i t ner ❑Contractor ❑ Agent An OSHA perm) Is required for exc vations over 5'0" deep and demolition or co truction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.0 Heating 1 20,1 j } Cooling 1 20.00 Hood 6.50 ,,,50 Ventilation 9.00 PERMIT FEE $ 75.50 Mobile Home Installation Fee $ Energy Inspection Fee $ cOrsV' TO AL FEE $ 2&P32 HAZ. FLOOD CDF _ pAgCEI V/ P(� a/ ISsuE This permit is hereby issued under of Butte County ode and/or i icat b for hich fees have PERMIT EXPIRES ON 7 I the applicable provisions Resolutions to do work been paid. Date / �� Date Receipt No. WHITE-D.D.S.-B.D. CANA V-ASSESSO PINK-INSPECIOR GOLDEN RO PPLICANT E.H. USE GAILY Act Flan Anschad (/ May Tian A el:ad V • Senita B.D. - Owner Location f AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well "— Clearance for dwelling. Other Hold final for Fina c earance O.K. for: NOTE: T ' 1 / Z- _ C EnVfir'onmental Health Specialist 8/96 TO: Building Department FROM: Environmental Health SUBJECT: • Sanitation Clearance E.H. USE GAILY Act Flan Anschad (/ May Tian A el:ad V • Senita B.D. - Owner Location f AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well "— Clearance for dwelling. Other Hold final for Fina c earance O.K. for: NOTE: T ' 1 / Z- _ C EnVfir'onmental Health Specialist 8/96 +-ll.titi�w`ti•��+���..i.�+..'i.v.... �r .w�.. -. � _i7.. _i ^n v.•- 4+� A; COUNTY OF BUTTE-DEPARTM ^V. 7 County Center Drive Oroi ©F�� 1/Er'0P,�ENT SERVICES-BUILF53447i4NQ 1�i DIVISION 5 r• _ R q 96� ihonn 1(530)538454I Fax (5 r=� PERMIT ATP 'CAS -ION DATA SHEE OWNER: �-'� �� id�`�- I }ASSES �OR PARCEL NUMBER - / 30-0 Proposed Building Use:-��.p,C,�,l J F Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the,preparer of the plans r� y/V I� 2. Complete plans, 3 or,4 sets, signed by the preparer of t plans. �y� 0 3. Engineered plans; 3 or 4 sets, with wet signature op p ns AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. iN faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. •❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. �- { 'r te ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplic,,t(C) Elevation views in triplicate: (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. _ Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit'will be indexed and returned to the plan review line-up when required items are received. ` Date Received By E7" 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate................................0 ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... i ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review,upon receipt o the following items.) I .Q: . Fees as shown on the attached Schedule of Fees Due Sheet ........................................ (0 415. Statement of Intent for Non -heated and A/C Buildings ........................................... 16. Sanitation and plot plan approval from the Environmental Health Department in% 1 �¢ ❑ 17. City of Chico Plumbing permit........................................................................ N 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................:. ❑' 19. Planning approval for (A) Use: �(B)Parking: ' (C) Parcel Check: H -17� B 2 1020. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ............... ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... +28* Letter of Signature authorization...................................................Recorded copy of Agricultural Acknowledgment Statement .......................�\.P. . Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 3_0: ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ t 31. Other: C) V1 Qe i le, a l dee-ffVY - Wap rear _Vedl . When issued Telephone 0 1 f r and hold for pickup. I have been informed of the above items and requirements for obtaining a buildin permit. y� a z Applicant: '!/' ��` Date: �} 1. Index permit application for the above items numbered: P an Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, tj mil, ❑ counter, by Date: Contractor, designer, owner was advised of the abo e dto b El'phone, ❑ mail, Elcounter, b Date: Plans reviewed by: Date: 9_ Z - Plans approved by: L Dater~� Structural reviewed by: Date: l0 02. Structural approved by: a'L_- Date: Note transfer by: f Date: Yellow: Building Division t COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. PROP SED BUILDING USE OA-k^� S F 1. BUILDING PERMIT FEES L --Balance Due ........................................................ $ .A e_ n --Additional Fees Due .................................... --Additional Fees Due .................................... --Revised Plan Checking Fee ......................... 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... Units x $360.00 = $�v Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x - = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # C`3 ?J% -2 57 DATE 1-3 RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE r z Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) r ----, ._-.---..�.-. r•..;-�..r�,",.-., ..c.�_ ,.�*�.�K _a'-'"lrX"""�'�a�"?rs�"�s""W.'��•ar,•�}'l`v�' 'r, �*-.. .s _ ` � ".,,,... ••df7 4. '',.i'r.TYh"Y' �" �"n'vti�Y�• �y ��,_ r'3c•.r'n, r� BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Ort, brrl %pe Bullding) • T_ r School District A.P. Number Property Gruner r w.vr �w r Building Department No. V -39 3a Jurisdiction:' — City County Property Location/Address Subdivision i� 't ULot No. 2� i.0 IIDUAJ,&- ! Building Department Representative Ir//ioor rians reviewea Dy bcnooi uistnct rersonneu District Identification No. (D oZ �U2N'�h►,a (JN/ �/E Z School District certifies that 3a9� #-&7n (Street Address) ` f C/� /do (City) t has complied with the quirements of Resolution No. representing 6:2 School District Representative 04 (State) 4--3o Date In -4 Ir 7#V4PE (Applicant) (Group R) rr, (Including Exterior Roofed Areas) (Phone Number) 9 571 z S (Zip Code) r by payment of $ �oaP.3 S' square feet. J�AAB 2926 $ + , t i . FULL MITIGATION s r 4Paid by Check # ,r Remarks: Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliancewith Government Code Section 66020(a), within 90 days from the date fees are.paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. i If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District -is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully. mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x(s (10/98)dmm A 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 materials for construction of the proposed property improvement: Yl;� NO ❑ 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: 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: PROPERTYOWNER: / SOCIAL SECURITY NUMBER: DATE: 31��0 2 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION l Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than 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 Califomia 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 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "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 contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+Micel Vi ira, C.B.O. ,uilding Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER L AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION ` 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 202-1001 6689 Recorded Official Records County Of BUT CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:05PM 03 -Apr -2002 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 CONFORM .00 Fay Page 1 of 2 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: Date249Z PROPERTY OWNERS: ITIWIVII State of California ) County of -5Ut~rE ) On AMi i, 31 2002 before me, AN DIZZA e P_ttQS0QIL10-MP-\/ PUASLI C personally appeared J -T-1 01? P1-: Personally (mown to me (or proved to we on the basis of satisfactory evidence) to be the person(4 whose namely) is/are subscribed to the within instrument and acknowledged to me that he/sh� executed the same in hist authorized capacity(ies), and that by his/bet4heir signature0' on the instrument, the person(, or the entity upon behalf of which the person(r,1 acted, executed the instrument. WITNESS my hand and official seal - Signature Seal: Z OFFICIAL SEAL ZDREE.APUBLIC CALIFORNIA BRINSONLU NOTARY m Burn COUNTY Z A.P. # U}% - 23y — QS72589�1 � M Corn. lreo � 2b 2004 EXHIBIT B That property located in Butte County, California described as follows: A portion of the Southwest quarter of the Southwest quarter of Section 23, Township 21 North, Range 1 East, M.D.B.& M. more particularly described as follows: . Beginning at the Southwest corner of said Section 23; thence along the South line of said Section 23, being along the centerline of the Durham Dayton Highway, North 89° 24' East, 670.90 feet; thence North along the West line of that certain parcel described as an exception from Parcel Two in Deed from Lottie Colm to Samuel Decker, et ux, dated July 24, 1946 and recorded July 31, 1946, in Book 387, page 192, Official Records, a distance of 660.00 feet; thence parallel with the South line of said Section, South 89° 24' West, 670.90 feet to the West line of said Section 23; thence along said West line, South 660.00 feet to the point of beginning. EXCEPTING THEREFROM the South 25.00 feet thereof lying within the Durham Dayton Highway. STRUCTURAL CALCULATIONS' Thorpe Residence DURHAM, CA Job Number: 01-016 March 20, 2002 Q ,OFESS/O q G. R�SIP� C) w No. 058201 r rmi EXP. 6-30-02 * —7 "7 S Ile F OF CAS \FOS BUILDING DPPARTMP-Nl PT-2OVPM P. from the design desk of.... 11111 L7S Gallaway Associates Nevada Court lifornia, 95928 1-0302 fax 342-1882 chico.com P1Li5 STRUCTURAL CALCULATIONS Table of Contents CALCULATIONS PAGE Typical Loads 1 Gravity Member Design 2-16 Lateral Analysis 17-21 Foundation Design r 22-25 E 5 E Thorpe Residence DR DEAD LOAD: ROOF TYPE 1 lik""; ... * ......... I ': .... ..... : ... -J* ........ * .... - GYPSUM :::BD::. . .. . .. ........ . ..... . MISCELLANEOUS ....... . TOTAL'NTERIOR WALL: .4 PSF 5 ............ .... I PSF PSF ............... ........................................... PSF 7.0 . . ................. ::::::::::1.:8 PSF PSF ................. . ................................. PSF ................................ = PSF % .. ...... = % PSF .......................... -1 ..... PSF .... =::::1500; PSF PSF MEC" j:':ELEC:&:SPRINKLERS:�] 6.0 . ................ PSF SUB -TOTAL= ........ . . ..... 10.5 C—-0 5PSF SLOPE CORRECTION "X -.12'I PCF li8 MISCELLANEOUS PSF ROOF DEAD LOAD: ROOF SNOW LOAD: .... ..... ::::::60�0: ... ............... PSF ROOF LIVE LOAD: INTERIOR WALL LOADS: lik""; ... * ......... I ': .... ..... : ... -J* ........ * .... - GYPSUM :::BD::. . .. . .. ........ . ..... . MISCELLANEOUS ....... . TOTAL'NTERIOR WALL: .4 PSF 5 PSF DATE OF REPORT: PSF .............. PSF 7.0 PSF ew PSF REPORT: .... ..... * ":::::SOILS m0:00d6Imoini:ums� GEOTECHNICAL ENGINEER : ... .... . .............. ...... .. DATE OF REPORT: ................................. ............... ............................. ...... BASIC BEARING PRESSURE PSF PSF PADS & CONT. FNDT. = Qa PSF -,500 PSF INCREASE FOR WIDTH = 00 % INCREASE FOR DEPTH = 00 % MAX. SOIL PRESSURE - Qa PSF PSF ISOLATED FOUNDATIONS =::::1500; .......... .PSF PSF ALLOW PASSIVE PRESSURE=PCF 6.0 . ................ ALLOW SOIL FRICTION ................ EQUIV. FLUID PRESSURE PCF Job No. 01-016 3/20/2002 TYPICAL FLOOR LOADS: ..4.! ....... .................... ................. :::: ... ... - . ..................... li.-2 ....... PSF ................... .......................... ......... ............................. PSF PSF ................ PSF PSF Insulation. .......... 05 15.0 PSF Miscellaneous:"::*,::"::::::"::"::,:::"::"::":::":::"::"::::::: ..... ....... - ..... I ............................ PSF PSF TOTAL FLOOR LOADS 6.0 PSF TOTAL EXTERIOR WALL PSF T; 7 PSF PSF PSF PSF PSF 15.0 PSF cmk yr r.o aavow . . &ERw�.0 JG6�s OffaE.rt�Ona91, � . . ao.Joao wr' - .'fr� T�f rnons arnErE a " 77 uj* �SiihW� r �orortn an ww. so® �r�ir num «,ars.,ov,ro sono. ) GARAGE FOOTING s E ...a im HOLDOWN DETAILS cuF ..,a im PIER FOOTING Ea E ...o .m INTERIOR FOOTING i'- 7) ecw��rn EOE'sa w.0 • . s,avo ron: n yr Ea�vEm�wsoJ Jam. � �J �raaroflE ert...na .+ ERIOR FOOTING u ®c« wn n.0 eo„w.sn cpm. eo u'mE v.,. u- w ani aw aua.�ma.o,i+.:sEn,.c. ava..uu oo.« _ mnEwr aEo'v°c° roars,m � � 2,a ' •.x �`� b FL's' II �' [4iA yr r.o aavow . . &ERw�.0 JG6�s OffaE.rt�Ona91, � . . ao.Joao wr' - .'fr� T�f rnons arnErE a " 77 uj* �SiihW� r �orortn an ww. so® �r�ir num «,ars.,ov,ro sono. ) GARAGE FOOTING s E ...a im HOLDOWN DETAILS cuF ..,a im PIER FOOTING Ea E ...o .m INTERIOR FOOTING i'- 7) ecw��rn EOE'sa w.0 • . s,avo ron: n yr Ea�vEm�wsoJ Jam. � �J �raaroflE ert...na .+ ERIOR FOOTING Tj_T '_�� Floor Joist. / TJ-BeamTI v5.55 Serial Number: 700117054 11.875 TJI®/Pro -150 JOIST @ 16.0 O/C BEAMUSA 1001 3/14/2002 10:43:07 AM =- Y Page 1 of 1 Build Code: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n. :n Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 10 Dead; 0 Partition SUPPORTS: INPUT. BEARING REACTIONS(lbs.) . WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 2x4 Plate 3.50" 2.25" 413 / 103 / 517 1 11.9" Detail A3 1.25" LSL Rim 2x4 Plate 3.50" 2.25" 413 / 103 / 517 1 11.9" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM Shear(lb) 503 Reaction(lb) 503 Moment(ft-Ib) 1896 Live Defl.(in) Total Defl.(in) DESIGN CONTROL CONTROL 497 1420 Passed(35%) 503 1081 Passed(47%) 1896 3765 Passed(50%) 0.213 0.377 Passed(U848) 0.267 0.754 Passed(U679) LOCATION Lt. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: 0480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Thorpe Residence OPERATOR INFORMATION: Russell, Gallaway Associates Don Russell 660 Manzanita Court, Suite 4 Chico, CA 95926 530-342-0302 530-342-1882 Copyright © 2000 by Trus Joist, a Weyerhaeuser Business. Pro T", TJ-ProT" and TJ-BeamTA° are trademarks of Trus Joist . TJI® is a registered trademark of Trus Joist . H COMPA NY Russell, Gallaway Associates WoodWorks® 7 Sierra Nevada Court Chico, CA 96928 5UFlWARf t'UR WOODDF.SIC.N (530) 342-0302 Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Live 1628 84 Start End Start End Load? Loadl Dead Full UDL 155.0 Fb' = No Load2 Live Full UDL 620.0 574 Yes MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) 01 PROJECT �710(0K ".5� L .� Y''}✓""E$ *rte 3 k �� 6' 19, Dead 370 Value 1233 Value 370 Live 1628 84 4650 95 1628 Total 1997 fb = 5883 Fb' = 1997 Bearing: 0.42 Bending(-) fb = 574 Fb' = -Length 1.0 0.58 2.7 0.02 = 1.0 Lumber -soft, D.Fir-L, No.2, 4x12" ' Self Weight of 9.35 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis Value Design Value Analsis/Desi n Shear fv @d = 84 Fv' = 95 fvW = 0.88 Bending(+) fb = 413 Fb' = 990 fb/Fb' = 0.42 Bending(-) fb = 574 Fb' = 988 fb/Fb' = 0.58 Live Defl'n 0.02 = <L/999 0.20 = L/360 0.10 Total Defl'n 0.02 = <L/999 0.40 = L/180 0.06 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV, Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 3 Fb'-= 900 1.00 1.00 1.00 0.997 1.10 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 Bending(+): LC# 3 = D+L (pattern: L_), M = 2543 lbs -ft Bending(-): LC# 2 = D+L, M = 3530 lbs -ft Shear : LC# 2 = D+L, V = 2941, V@d = 2206 lbs Deflection: LC# 3 = D+L (pattern: L_) EI= 664.44e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. "(D=dead L=live S=snow W=wind I=impact :C --.construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, = nolpattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPgNY PROJECT Russell, Gallaway Associates WoodWorks0 7 Sierra Nevada Court Chico, CA 96928 SMWAREFOR wOOD0f!S1CN (530) 342-0302 �'001� Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Live 1417 94 Start End Start End Load? Loadl Dead Full UDL 135.0 Fb' = No Load2 Live Full UDL 540.0 1.0 Yes MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (inl O• [y �, } ,+-+. .M .. TJ. Y �, 7S � ri - �•..�8�. ✓-w mf 'fir � �#� ,y 7' .Tj x. �' A y��� � A � s'.�'� .S `� A f' 4.. Q Y-� d �'r3 �✓y _, � T F4�...i' , y ¢9�;__ ",�¢,},z' r'' c.,. sws-}��3,-"'b a "yY�_`,igx°".y�'l�F•S.x`"-- ' . '.jEs•• _'� nA;PY .�f"�l<� a .Y7ST.�!Wi.. 3. P 5.'C; E #R•�'. 6' 12' Dead 321 value 1070 Value 321 Live 1417 94 4050 95 1417 Total Bearing: 1739 fb = 5120 Fb' = 1739 1.0 0.49 2.3 fb = 1.0 -Length Lumber -soft, D.Fir-L, No.2, 4x10" " Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi; and in t Criterion Analysis value Design Value Analysis/Design Shear fv @d = 94 Fv' = 95 fv/Fv' = 0.99 Bending(+) fb = 532 Fb' = 1080 fb/Fb' = 0.49 Bending(-) fb = 739 Fb' = 1078 fb/Fb' = 0.69 Live Defl'n 0.03 = <L/999 0.20 = L/360 0.15 Total Defl'n 0.04 = <L/999 0.40 = L/180 0.09 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.00 3 Fb'-= 900 1.00 '1.00 1.00 0.998 1.20 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million •1.00. 1.00 3 Bending(+): LC# 3 = D+L (pattern: L_), M = 2214 lbs -ft Bending(-): LC# 2 = D+L, M = 3072 lbs -ft Shear : LC# 2 = D+L, V = 2560, V@d = 2034 lbs Deflection: LC# 3 = D+L (pattern: L_) EI= 369.34e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. a 0 rem =1 6 N. G d CD d d m 1 N O. o N vi IF I A�- 6 x OF m i r t 11 M a � — N. G d CD COMPANY PROJECT Russell, Gallaway Associates WoodWorks� 660 Manzanita Court, Suite 4 Chico, CA 96926 a . vl', (530) 342-0302 Design Check Calculation Sheet Sizer 2002 I LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 1748 Total Start End Start End Load? Loadl Dead Full UDL 247.0 -Length No Load2 Constr. Full UDL 304.0 L/360 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 01 1,'_s" I Dead 1507 Value 1507 Live 1748 Shear 1748 Total 3255 106 3255 Bearing: fb = 926 Fb' = -Length 1.0 Live. Defl'n 1.0 Timber -soft, D.Fir-L, No.2, 6x12" ' Self Weight of 15.02 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi. and in 1 Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 64 Fv' = 106 fv/Fv' = 0.61 Bending(+) fb = 926 Fb' = 1094 fb/Fb' = 0.85 Live. Defl'n 0.13 = <L/999 0.38 = L/360 0.34 Total Defl'n 0.30 = L/455 0.77 = L/180 0.39 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 9357 lbs -ft Shear : LC# 2 = D+C, V = 3255, V@d = 2712 lbs Deflection: LC# 2 = D+C EI= 906.17e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. • 6 ' COMPANY PROJECT Russell, Gallaway Associates wood'Work s° 660 Manzanita Court, Suite 4 Analysis Value Chico, CA 96926 Analysis/Design sor'rwnKrroaaocrnncsu' (530) 342-0302 Feb. 18, 2002 10-00-52 Raam:2AA.AA.fb fv @d,= 92 Design Check Calculation Sheet fv/Fv' = 0.78 Sizer 2002 2942 LOADS: ( lbs, psf, or plf ) 2992 Load Type Distribution Magnitude Location [ft] Pattern 0.13 = <L/999 Start End Start End Load? 0.24 Loadl Dead Full UDL 297.0 No 0.28 = L/449 Load2 Constr. Full UDL 309.0 No 0.40 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1.3 1,3 0' 10'-6" Dead 1396 1346 Live 1596 1596 Lumber -soft, D.Fir-L, No.2, 4x12" Spaced at 24" c/c; Self Weight of 9.35 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in j ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.60 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 7722 lbs -ft Shear : LC# 2 = D+C, V = 2942, v@d = 2417 lbs Deflection: LC# 2 = D+C EI= 664.44e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Criterion Analysis Value Design Value Analysis/Design Shear fv @d,= 92 Ev' = 119 fv/Fv' = 0.78 Total 2942 Eb' = 1923 2992 Bearing: 0.13 = <L/999 0.52 = L/290 0.24 Total Defl'n 0.28 = L/449 , 0.40 Length 1.3 1,3 Criterion Analysis Value Design Value Analysis/Design Shear fv @d,= 92 Ev' = 119 fv/Fv' = 0.78 Bending(+) fb = 1255 Eb' = 1923 fb/Fb' = 0.88 Live Defl'n 0.13 = <L/999 0.52 = L/290 0.24 Total Defl'n 0.28 = L/449 0.70 = L/180 0.40 ' COMPgNY PROJECT Russell, Gallaway Associates WoodWorks' 660 Manzanita Court, Suite 4 Chico, CA 96926 sornvnxr. FOR tenon ncsrcn (530) 342-0302 Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 1292 Total Start End Start End Load? Loadl Dead Full UDL 247.0 Length No Load2 Constr. Full UDL 304.0 L/240 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0. Dead 1082 Value 1082 Live 1292 Shear 1292 Total 2374 119 2374 Bearing: fb = 1213 Fb' = Length 11.1 Live Defl'n 1.1 Lumber -soft, D.Fir-L, No.2, 4x10" Spaced at 24" c/c; Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analsis/Desi n Shear fv @d = 90 Fv' = 119 fv/Fv' = 0.76 Bending(+) fb = 1213 Fb' = 1552 fb/Fb' = 0.78 Live Defl'n 0.10 = <L/999 0.43 = L/240 0.23 Total Defl'n 0.22 = 'L/467 0•.57 = L/180 0.38 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 5046 lbs -ft Shear : LC# 2 = D+C, V = 2374, V@d = 1944 lbs Deflection: LC# 2 = D+C EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Russell, Gallaway Associates 660 Manzanita Court, Suite 4WoOdWorkS PROJECT Chico, - CA 96926 sornvnxc FOR goon 05101' (530) 342-0302 Feb. 18, 2002 09-55-42 Rnam4A.A.A.A.1h Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location (ft) Pattern fv @d 1152 Total Start End Start End Load? Loadl Dead Full UDL 208.0 Length No Load2 Constr. Full UDL 256.0 0.25 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' Q. Dead 992 Design 992 Live 1152 fv @d 1152 Total 2144 fv/F; = 0.48 2144 Bearing: =` 700 Fb' = 1094 Length 1.0 0.07 1.0 r ` Timber -soft, D.Fir-L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports: Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and in 1 Criterion Analysis Value Design Value Anal sis/Desi n Shear fv @d = 51 Fv' = 106 fv/F; = 0.48 Bending(+) fb =` 700 Fb' = 1094 fb/Fb' = 0.64 Live Defl'n 0.07 = <L/999 0.30 = L/360 0.25 Total Defl'n 0.17 = L/637 0.60 = L/180 0.28 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 4824 lbs -ft - Shear :'LC# 2 = D+C, V = , 2144, V@d = 1767 lbs Deflection: LC# 2 = D+C EI= 510.84e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Russell, Gallaway Associates WoodWorks® 660 Manzanita Court, Suite 4 Chico, CA 96926 (530) 342-0302 Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft] Pattern Shear 1292 Total Start End Start End Load? Loadl Dead Full UDL 247.0 Length No Load2 Constr. Full UDL 304.0 L/360 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' R' -K' Dead 1102 Value 1102 Live •1292 Shear 1292 Total 2394 106 2394 Bearing: fb = 738 Fb' = Length 1.0 Live Defl'n 1.0 Timber -soft, D.Fir-L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=asi. and in ) ' Criterion Analysis Value Design Value Anal sis/Design Shear fv @d = 56 Fv' = 106 fv/Fv' = 0.53 Bending(+) fb = 738 Fb' = 1094 fb/Fb' = 0.67 Live Defl'n 0.07 = <L/999 0.28 = L/360 0.25 Total Defl'n 0.16 = L/640 0.57 = L/180 0.28 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 . 1.25 1.00 1.00 1.000_ 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 5088 lbs -ft Shear LC# 2 = D+C, V = 2394, V@d = 1948 lbs Deflection: LC# 2 = D+C EI= 510.84e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. • COMPANY PROJECT Russell, Gallaway Associates wi) 0 d Wo r ks0 660 Manzanita Court, Suite 4 Chico, CA 96926 SWIWARL FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 768 Total Start End Start End Load? Loadl Dead Full UDL 208.0 -Length No Load2 Constr. Full UDL 256.0 L/360 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0. Al Dead 653 Value 653 Live 768 Shear 768 Total 1421 106 1421 Bearing: • fb = 496 Fb' = -Length 1.0 Live Defl'n 1.0 Timber -soft, D.Fir-L, No.2, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 41 Fv' = 106 fv/Fv' = 0.39 Bending(+) • fb = 496 Fb' = 875 fb/Fb' = 0.57 Live Defl'n 0.03 = <L/999 0.20 = L/360 0.15 Total Defl'n 0.07 = <L/999 0.40 = L/180 0.17 ADDITIONAL DATA: . . . FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 700 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = •1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 2132 lbs -ft Shear : LC# 2 = D+C, V = 1421, V@d = 1125 lbs Deflection: LC# 2 = D+C EI= 251.36e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. woodW o 'COMPANY Russell, Gallaway Associates ita Court, Suite 4 PROJECT Desi n Live Chi Chicoo,, CA CA 96926 Shear 768 SOF11Ynx[ FON WOOD 04SIGN (530) 342-0302 Start End Load? Design Check Calculation Sheet Dead Sizer 2002 208.0 LOADS: ( lbs, psf, or plf ) No Load Type Distribution Magnitude Location [ft] Pat Constr. Full UDL 256.0 L/290 No Total Defl'n 0.09 = MAXIMUM REACTIONS lbs and BEARING LENGTHS (in): 0.40 = L/180 0.29 0. zi 6. Dead 692 692 Lumber -soft, D.Fir-L, No.2, 4x8" Spaced at 24" c/c; Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and in ). ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 •1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C M = 2115 lbs -ft Shear : LC# 2 = D+C, V = 1410, V@d = 1126 lbs Deflection: LC# 2 = D+C EI= 177.83e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Criterion Analysis Value Desi n Live tern Shear 768 Total Start End Start End Load? Loadl Dead Full UDL 208.0 -Length No Load2 Constr. Full UDL 256.0 L/290 No Criterion Analysis Value Desi n Live 768 Shear 768 Total 1910 119 1910 Bearing: fb = 828 Fb' = -Length 1.0 Live Defl'n 1.0 Criterion Analysis Value Desi n Value Anal sis/Design Shear fv @d = 67 Fv' = 119 fv/Fv' = 0.56 Bending(+) fb = 828 Fb' = 1962 fb/Fb' = 0.57 Live Defl'n 0.04 = <L/999 0.30 = L/290 0.19 Total Defl'n 0.09 = L/760 0.40 = L/180 0.29 COMPANY PROJECT Russell, Gallaway Associates WoodWork5® . Chi ita Court, Suite 4 Chicoo,, CA CA 96926 YOFWAuFOR WOOD DISrcn' (530) 342-0302 -12-44 Feb. 18, 2002 10 Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or plf ) Load Type Distribution IMagnitude Location (ft] Pattern Shear 1536 Total Start End Start End Load? Loadl Dead Full UDL 208.0 Length No Load2 Constr. Full UDL 256.0 L/360 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 01 19' Dead 1301 Value 1301 Live 1536 Shear 1536 Total 2837 237 2837 Bearing: fb = 1362 Fb' = Length 1.4 Live Defl'n 1.4 Glulam-Simple, VG West.DF, 24F -V4,3 -1/8x12" Self Weight of 8.91 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis Value Desi n Value Anal sis/Desi n Shear fv @d = 95 Fv' = 237 fv/Fv' = 0.40 Bending(+) fb = 1362 Fb' = 3000 -b/Fb' = 0.45 Live Defl'n 0.15 = L/976 0.40 = L/360 0.37 Total Defl'n 0.33 = L/430 0.80 = L/180 0.42 ADDITIONAL DATA: FACTORS:`F CD CM ' Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 8512 lbs -ft Shear : LC# 2 = D+C, V = 2837, V@d = 2365 lbs Deflection: LC# 2 = D+C EI= 809.99e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind, I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth'x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). ILf COMPANY PROJECT Russell,`Gallaway Associates WoodWl6rkso' 660 Manzanita Court, Suite 4 Chico, CA 96926 SOFFwARC FOR Woos MIG;N (530) 342-0302 - Design Check Calculation Sheet Sizer 2002 Load Type Distribution Magnitude Location [ft] Pattern Shear 2560 Total Start End Start End Load? Loadl Dead Full UDL ,208.0 3000 No Load2 Constr. Full UDL 256.0 L/360 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 20' Dead 2191 Value 2191 Live 2560 Shear 2560 Total 4751 4751 Bearing: = 2433 Fb' = 3000 fb/Fb' = 0.81 Live Defl'n58 = Length 2.3 L/360 2,3 Glulam-Simple, VG West.DF, 24F -V4, 3-1/8x15" Self Weight of 11.13 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and in) Criteriontnalysis ADDITIONAL D TA: FACTORS: F Value Desi n Value Anal sis/Desi n Shear @d = 133 Fv' =237 fv/Fv' = 0.56 Bending(+)fb = 2433 Fb' = 3000 fb/Fb' = 0.81 Live Defl'n58 = L/411 0.67 = L/360 0.87 Total Defl'n33 = L/180_ 1.33 = L/180 1.00 ADDITIONAL j CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv= 190 ✓ 1.2500 1.00 2 Fcp'= 650 1.00 1.00 • - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 23757 lbs -ft Shear : LC# 2 = D+C, V = 4751, V@d = 4157 lbs Deflection: LC# 2 = D+C EI=1582.O1eO6 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D --'dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). �0 SNOW &Y- sfp�� I6 COMPANY PROJECT Type Russell,'Gallaway Associates WoodWorks@ 660 Manzanita Court, Suite 4 Magnitude Chico, CA 96926 Pattern sornaner.rruruoonnrsr .a (530) 342-0302 960 Design Check Calculation Sheet Start End Sizer 2002 Load? LOADS: ( lbs, psf, or plf ) Dead Full UDL 78.0 Length No Load2 Constr. Full UDL 96•.0 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : No Ll 0' 20' L/256 1.33 = L/180 0.70 Timber -soft, D.Fir-L, No.2, 6x12" Self Weight of 15.02 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1 997: ( stress=psi, and in ) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# F'b'+= 875 1.25 1.00 1.00. 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 9451 lbs -ft Shear LC# 2 = D+C, V = 1890, V@d = 1709 lbs Deflection: LC# 2 = D+C EI= 906.17e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Load Type Distribution Magnitude Location [ft] Pattern Shear 960 ' Start End Start End Load? Loadl Dead Full UDL 78.0 Length No Load2 Constr. Full UDL 96•.0 L/360 No Dead 930 Value 930 Live 960 Shear 960 Total 1890 - 1890 Bearing: fb = 936 Fb' = Length 1.0 r 1.0 Criterion Anal lysis Value Design Value Anal sis/Design Shear fv @d = 41 Fv' = 106 fv/Fv' = 0.38 Bending(+) fb = 936 Fb' = 1099 fb/Fb' = 0.86 Live Defl'n 0.38 = L/629 0.67 = L/360 0.57 Total Defl'n 0.94,= L/256 1.33 = L/180 0.70 Thorpe Residence DR EISMIC LOADS: NIS E/W ZONE = Zone 3 DESIGN WIND VELOCITY = 75 MPH IMPORTANCE FACTOR = Standard Occupancy Cq BASIC LOAD COMBO FOR ALLOW STRESS DESIGN (30-1)•.E = p Eh + E„ = 1.0 Eh = 1.06 D + E/1.4" = V/1.4 = 1.13 SITE DATA = 1.19 BASIC LATERAL SYSTEM = All other Buildings = 1.23 'M"tt�1i Cs -30 Ft.< h< 40 Ft. MAX. OVERALL HEIGHT (hn) _ 1:5:5;::'::::::::3 FT. T = Ct (hn)3/4 = 0.156 Eq. (30-8) DISTANCE TO SOURCE (Na) = 1=10km = 1.00 PSF DISTANCE TO SOURCE (N„) = >=15k. = 1.00 P = Ce Cq qs IW (20-25 Ft.) SEISMIC SOURCE TYPE = B Table 16-U SOIL PROFILE TYPE = PSF Table 16-J SD • SEISMIC COEFFICIENT -. Ca = 0.36 SEISMIC COEFFICIENT - C„ = 0.54 r, Job No. 01-016 2/18/2002 Structural System #1 NIS E/W WIND LOADS: Lateral Force Resisting Sys (R) = Wood Structural Panels DESIGN WIND VELOCITY = 75 MPH MPH qs = 14.4-*'PSF Cq NIS Governs E/W C ='h<15 Ft. = 1.06 Cs -15 Ft.< h< 20 Ft. = 1.13 P� Cs -20 Ft.< h< 25 Ft. = 1.19 W Cs -25 Ft.< h< 30 Ft. = 1.23 'M"tt�1i Cs -30 Ft.< h< 40 Ft. = 1.31 . EXPOSURE C IMPORTANCE FACTOR = P = Ce Cq qs IW (0-15 Ft.) = 19.8 PSF P = Ce Cq qs I,,, (15-20 Ft.) = 21.2 PSF P = Ce Cq qs IW (20-25 Ft.) 22.3 PSF P = Ce Cq qs IN, (25-30 Ft.) = 23.0 PSF P = Ce Cq qs IW (30-40 Ft.) 24.5 PSF Structural System #1 NIS E/W Lateral Force Resisting Sys (R) = Wood Structural Panels Wood Structural Panels NIS Governs E/W Governs Structural System #1 V=(CvIW)1(1.4RT) — 50.449 W 0.449 W (But Need Not Exceed) S V = 2.5 (Ca I W) 1 (1.�{ RI) �ii�+� 0.117 0.117 W 0.117 0.117 W from the design desk of.... JOB r�o2Qe. �eS� e.3c e PAGE NO. JOB NO. % ENGINEER DATE bZZ//6.10Z CALCULATION OF l o. t e p e j D e 5 c a .j ...... ....... .140L&5� N�S. b - c.J-�._o_ . (_..5 .� t p -1.3 _ s.. �8 6; p 5.�_' �tJ I25�5-7Z� y9y). _.. w�7 o� .. ... ............... - ..... .. 13.Z3�.�0�..69.Z�_.:.... %.�... ._ . -_... _. 1351 135 V35) ............: _ ._ ( S2S `7 8S y95 a �9 /z 4- 6 I q.g P s �) 4-. 5(Z6,g� = 2 18 P I JOB `r l from the design desk ot.... �0 2 Ae- �C S i dC�,n3C � JOB NO. ` DATE 02J- 16 10V CA T CITY TT A'TTl1N nlW PAGE NO. 19 ENGINEER N y N .o O"di�— a Thorpe Residence DR Inputs LATERAL DESIGN . Grid Reaction Left Reaction. Right Diaphragm Length Left Diaphragm Length Right Total Shearwall Length Wall Weight Wall Height Uniform Roof Load A 4.8 k 30.0 ft 24.0 ft 15 psf, 9.0 ft 50 plf B 4.8 k 2.7 k 30.0 ft 30.0 ft. 17.0 ft 15 psf 9.0 ft 25 plf C 4.1 k 32.0 ft 32:0 ft 24.3 ft 15 psf 9.0 ft 250 plf D 4.1 k 2.6 k 32.0 ft 28.0 ft 21.5 ft 15 psf, 9.0 ft 250 plf E 2.6 k 28.O ft 10.O ft 15 psf 9.O ft 50 plf 1 3.3 k f58.0 ft 17.5 ft 15 psf 9.0 ft 225 plf 2 3.3 k 58.0 ft 28.8 ft 15 psf 9.0 ft 225 plf 3 0.2k 0.4 k. 38.0 ft 38.0 ft 12.0 ft 15 psf 9.0 ft 20 plf 4 0.4k 3.1 k 38.0 ft 51.5 ft 12.5 ft 15 psf 9.0 ft 210 plf 5 3.1 k 0.3 k 51.5 ft 38.0 ft 25.4 ft 15 psf 9.0 ft 200 plf Results, Wall Diapliragm Diaphragm Max HD Grid . Shear Shear Left Shear Right Wall Type Force 'Min. HD A 201 plf 161 plf W1 1.06 k LTT19 B 444 plf 161 plf 91 plf W2 1.68 k LTT20 C 171 plf 129 plf W1 n/a D 312 plf 129 plf 91 plf W2 1.20 k LTT19 E 256 plf 91 plf W1 1.68 k LTT20 n/a 1 187 plf 56 plf W1 1.20 k LTT19 2 114 plf 56 plf W1 0.06 k LTT19 -3 49 plf 4 plf 12 plf W1 0.74 k LTT19 4 279 plf 12 plf 59 plf W1 n/a 5 132 plf 59 plf 8 plf W1 0.74 k LTT19 GT�Ir� 3 -v I sev 91L310 -Z se� Prtm-C(4E1q r2ra-v%sm CA',C-s Nichols, Melburg & Rossetto Q f Job #01-0016 2/18/2002 Structural Engineers (v Thorpe Residence LATERAL DESIGN DR , Shearwall Uplift Forces Wall Lengths(ft) Holdown Forces (kips) f Job #01-0016 : 2/18/2002 ��i? S� gI13lOZ ��G 1510 Cies _Nichols, Melburg & Rossetto Structural Engineers N # of Lateral Grid Shearwalls Control- L1 L2 L3 L4 L5 L6 T1 T2 T3 T4 T5 T6 A 2 w 12.00 12.00 1.06 1.06 B 1 w 17.00 3.09 C 2 w 16.25 8.00 _ .-0.56 0.50 D 2 w 17.00 4.50 0.61 2.22 E. 1 w 10.00 1.68 1 3 w 4.00 4.00 9.50 1.20 1.20 0.54 2 3 w 8.00 8.00 12.75 0.06 0.06 -0.51 ---- 3 3 w 4.00 4.00 4.00 0.23 0.23 0.23 ' 4 3 w 4.00 4.504.00 2.05 1.99 2.05 5. 4 w 5.67 9.00 6.75 4.00 0.55 0.18 0.43 0.74 Note: w = Wind, e = EQ Note: negative value = no uplift Holdown Capacities (lbs) LTT19 1205 Wall Schedule LTT20 1750 Mark Sheathing Nailing A.B.'s Sill Plate Capacity HD2A 2775 W1 1/2" 10d's @ 6" 5/8" @ 48" 2x 310 plf HD5A 3705 W2 1/2' . 10d's @ 4" 5/8" @ 32" 3x 460 plf HD6A 4405 W3 1/2' 10d's @ 3" 5/8" @ 24" 3x 600 plf HD8A - 6465 HD10A 8310 ��i? S� gI13lOZ ��G 1510 Cies _Nichols, Melburg & Rossetto Structural Engineers N `foot2000 ver. 1.0, Copyright o 1999-2000 Spyder Software 3/20/2002 2:36:31 PM ZZ A � Company Info Project Info Russell Gallaway Associates , Project: Thorpe Residence 660 Manzanita Court; Suite 4 Location: Chico, CA, 95926 I Durham, CA 95926 Phone: (530) 342-0302 JClient: Matt Thorpe - Fax: (530) 342-1882 JJob No.: 01-016 E-mail: doctord@rga-chico.com IFooting Id: -F1 �y nlCq ' Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,236 / 1,500 1,696 /'1,995 n/a Beam Shear Stresses. FOUNDATION PARAMETERS psi Stirrups not required Punching Shear Stresses: We. k I! psi Wall 2 ........................... 0.00 psi Wall 3 ........................... 0.00 psi Material Properties: psi Column 5 ...........................: 0.00 psi Reinforcing Standards per ASTM -A615 Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield in=/ft, Spacing int, Spacing f'c, psi Cover, in. Cover, in. Fy, ksi *'I T* Section: 1 2,000 HardRock 3.00 2.00 60 Footing Section Geometry: Length, ft. Width, ft. Depth, inches Section:,l 31.50 1.00 12.00 Column & Wall Data: Type Center Length Width Col-f'c Col-Fy Dowel Bars ft. in. in. psi ksi No. & Size Column 4 Other 20.92 3.50 5.50 n/a n/a n/a Column 5 Other 26.92 3.50 5.50 n/a n/a n/a Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Stud 5.84 10.67 5.50 9.00 35 No Wall 2 Stud 17.54 6.75 5.50 9.00 35 No Wall 3 Stud 28.92 4.00 5.50 9.00 35 No Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,236 / 1,500 1,696 /'1,995 n/a Beam Shear Stresses. Section: 1 ........................... 22.53 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Wall 2 ........................... 0.00 psi Wall 3 ........................... 0.00 psi Column 4 ............................ 0.00 psi Column 5 ...........................: 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel 'Bottom Steel Transverse Stirrups Sections: int, Design int, Design in=/ft, Spacing int, Spacing Section: 1 Strength:.. 0.14 1-#5 0.13 1-#5 0.01#4 @ 270.7in. Not Regd... *'I T* b Note: Strength = Steel Required for Strength.. Foot2000 ver. 1.0, Copyright ° 199972000 Spyder Software 3/20/2002 2:36:31 PM Footing Id: F1 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W Un -Factored Loads, ft -kips: Dead Load Live Load• Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Wall :1 3.60 0.00 7.50 0.00 0.00 12.70 n/a n/a Wall :2 2.40 0.00 4.90 0.00 0.00 8.00 n/a n/a Wall :3 1.20 0.00 2.65 0.00 0.00 4.80 n/a n/a Column:4 0.65 0.00 0.77 0:00 0.00 0.00 n/a n/a Column:5 0.65 0.00 0.77 0.00 0.00 0.00 n/a n/a Title : THorpe Residence r! Job # : 01-016 Dsgnr: DR Date: MAR 14,2002 • Description.... Total Footing Width CANTILEVERED RETAINING WALL DESIGN Page 1 of 2 GENERAL KEY DATA SOIL DATA Distance from Toe Retained Height = 2.00 ft Allow Soil Bearing = 1,500.0 psf Wall height above retained soil = 0.50 ft Equivalent Fluid Pressure Method Surcharge Over Heel Slope Behind Wall = 0.00 :1 Active Soil Pressure - Heel Side = 35.0 psf Height of Soil over Toe = 0.00 in Active Soil Pressure - Toe Side. = 35.0 pcf Sliding Ratio Ratio = Passive Pressure = 250.0 pcf Soil Density = 110.00 pcf Water table height over heel = 0.0,ft FOOTING DATA i LSLIDING DATA Toe Width = 0.26 ft Friction Factor @ Footing & Soil = 0.300 Heel Width = 0.74 ...neglect ht. for passive = 0.00in Total Footing Width = 1.00 Footing Thickness = 12.00 in KEY DATA Minimum Footing Rebar Options...... Distance from Toe = 0.42 ft Width = 0.00 in Depth = 0.00 in SURCHARGES = 2.00 in Surcharge Over Heel = 0.0 psf Surcharge Over Toe = 0.0 psf Lateral Sliding Force = 140.0 less Passive Pressure Force = - 125.0 lbs less Friction Force = - 147.1 lbs Added Restraint Force Required = 0.0 lbs AXIAL LOAD APPLIED TO STEM Axial Dead Load = 100.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in FOOTING DESIGN RESULTS Toe Heel fc = 2,500 psi Minimum Footing Rebar Options...... Fy 60,000 psi 0 ft-# Minimum As % _ , .0 .0018 Toe Side...... Heel Side.... Rebar Cover @ Top = 2.00 in Not req'd Not req'd Rebar Cover @ Bottom = 3.00 in Mu < S * Fr Mu < S * Fr DESIGN SUMMARY Total Bearing Load = 490 lbs Summary of Stem Section Designs.... ...resultant ecc. = 3.15 in Top: 6 in Conc, #4@18.00 in@Cntr, From 2.5 ft to 0.0 ft Soil Pressure @ Toe = 1,377 <= Toe Heel ACI Factored Soil Pressure = 1,927 0 psf Mu': From Upward Loads = 57 . 0 ft-# Mu': From Downward Loads = 7 15 ft-# Mu: Used For Design = 50 15 ft-# Actual One -Way Shear = 0.00 Key Reinforcement: Not Req'd = Mu<S*Fr 1.09 psi Allowable One -Way Shear = 85.00 85.00 psi DESIGN SUMMARY Total Bearing Load = 490 lbs Summary of Stem Section Designs.... ...resultant ecc. = 3.15 in Top: 6 in Conc, #4@18.00 in@Cntr, From 2.5 ft to 0.0 ft Soil Pressure @ Toe = 1,377 <= 1,500 psf Soil Pressure @ Heel = 0 <= 1,500 psf ACI Factored Press @ Toe = 1,927 psf C I L 1 X, ACI Factored Press @ Heel = 0 psf Footing Shear @ Toe = 0.0 <= 85.0 psi G a No s e Footing Shear @ Heel = 1.1 <= 85.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.77 ` Sliding Ratio Ratio = 1.94 RetainPro V4.Oa - (c) 1989-96 ENERCALC ON Title : THorpe Residence Job # :01-016 Dsgnr: DR Description.... 77-5 Date: MAR 14,2002 CANTILEVERED RETAINING WALL DESIGN Page 2of2 SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 157.5 1.00 157.5 Soil Over Heel 52.8 0.88 46.5 Sloped Soil Over Heel = Heel Surcharge Not Used To Resist Overturning STEM CONSTRUCTION & DESIGN Surcharge Over Heel = Top Stem Adjacent Footing Load = O.00ft Wall Material Above "Ht" = Axial Dead Load on Stem = 100.0 0.51 51.0 Toe Active Pressure = -17.5 0.33 -5.8 18.00 in Rebar Placed at = Soil Over Toe Design Data fb/FB + fa/Fa = Surcharge Over Toe = 119.Olbs Moment.... Actual = Stem Weight(s) = 187.5 0.51 95.6 Earth @ Stem Transitions = 76.03 psi Bar Embed ABOVE Ht. = Footing Weight = 150.0 0.50 75.0 Key Weight = 0.42 Masonry Data Vert. Component = Fs = Added Lateral Load = Special Inspection = Load @ Stem Above Soil = Short Term Factor = TOTALS = 140.0 - O.T.M. ' = 151.7 490.3 R. M. = 268.1 Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Resisting/Overturning Ratio - 1.77 Heel Surcharge Not Used To Resist Overturning STEM CONSTRUCTION & DESIGN Top Stem Stem OK Design at this height above ftg = O.00ft Wall Material Above "Ht" = Concrete Thickness = 6.00 in Rebar Size = # 4 Rebar Spacing = 18.00 in Rebar Placed at = Cente Design Data fb/FB + fa/Fa = 0.047 Total Force @ Section = 119.Olbs Moment.... Actual = 79.3ft-#' Moment..... Allowable = 1,682.Oft-# Shear..... Actual = 3.31 lbs Shear..... Allowable = 76.03 psi Bar Embed ABOVE Ht. = 12.00 in Bar Embed BELOW Ht. = 6.00 in Wall Weight = 75.0 psf Rebar Depth 'd' = 3.00 in Masonry Data fm = Fs = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Concrete Data fc = 2,000 psi t Fy = 60,000 psi RetainPro V4.Oa (c) 1989-96 ENERCALC Thorpe Residence DR Job No. 01-016 5/10/2002., ROOF DEAD LOAD : ROOF TYPE 1 TYPICAL FLOOR LOADS: ................................... ...... ............... 5/8 ompos.i ion PSF .PlywoodPSF ............................. ........... ............... ............... :Calpoh PSF q PSF tr:w� PSF T:7: PSF ......................... . ......................... ......... ................. SM.41.0 ........................ ......... ... 8j�. yp.94m�Qefll: gi ........................... 5 PSF .............. PSF INSULATION:[' - ........... PSF PSF ........... MEC ......................... Hi:: ELEC::&::SPRINKLERS�l PSF = PSF ................................. SUB -TOTAL = 10.5 PSF TOTAL FLOOR LOADS: = 6.0 PSF SLOPE CORRECTION "X:12" SQQ 1.08 MISCELLANEOUS = IS PSF EXTERIOR WALL LOADS: ROOF DEAD LOAD: = 13 PSF 1 IT.::: GY PS UIK4::: PSF ROOF SNOW LOAD: f=.............PSF 17 PSF ROOF LIVE LOAD: = PSF .. PSF .. .::::: .... ...... ............. .... 0 PSF INTERIOR WALL LOADS: PSF Q*Y*..P...S...U..,M" B.*....D.......:. .. .. ..... 4A PSF M ISC E LLA NEOUS: ....... . PSF ...................... PSF TOTAL EXTERIOR WALL: 15.0 PSF . . ................... ... ................. MIS Q. E L LA N E 0 11 PSF PSF TOTAL INTERIOR WALL : = 7.0 PSF SOILS REPORT: W. ;::;N:,.:o.nProvided mmurn GEOTECHNICAL ENGINEER: d . ........ ..... e::*Q6.e::mln.l m -Um. S: DATE OF REPORT: NA'''' ......................................... ........................ ............ BASIC BEARING PRESSURE PADS & CONT. FNDT. = Qa 1500 PSF INCREASE FOR WIDTH INCREASE FOR DEPTH = 00 % MAX. SOIL PRESSURE - Qa PSF ISOLATED FOUNDATIONS . ............ = 1;5Q0 PSF ALLOW PASSIVE PRESSURE ........... : - : 0PCF ALLOW SOIL FRICTION = 03: EQUIV. FLUID PRESSURE PCF from the design desk of.... Russell,. Gallaway Associates • 7 sierra Nevada Court Chico, California 95926 (530) 342-0302 fax 342-1882 www.rL&a-chico.com May 15, 2002 County of Butte, CA Re: Thorpe SFD-Structural Review 02-0773 A.P.N. 039-230-057 Plancheck Official; I have reviewed the truss calculations and they are in conformance with our design. Please feel free to call me should any questions arise in this matter. Thank you. Don Russell, P.E. Lic. No C58201 t Revised STRUCTURAL CALCULATIONS Thorpe Residence Durham, CA Job Number: 01-016 August 5, 2002 O QRpF ESS/0N q G. C/) o z w No. 058201 r m w XP. 6-30-06 OZ-0773 F OF C.AL�F� BUTTE COUNTY BUILDING DEPARTMENT APPR.^VEDV from the design desk of.... Russell, Gallaway Associates 7 sierra Nevada Court y • ChicoCalifornia, 95928 C-- —}' (530) 342-0302 fax 342-1882 www.rga-chico.com RU tLh. 101v r -e. %e COMPANY PROJECT WoodWorks(.' SOFTWARE FOR WOOD DESIGN Aug. 5,2002 19AP-222 Rea;WQ Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear, 640 Total Start End Start End Load? Loadl Dead Full UDL 78.0 Length No Load2 Constr. Full UDL 96.0 L/360 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : g 0' -17V An I I Dead 603 Value 603 Live 640 Shear, 640 Total 1242 106 1242 Bearing: fb = 601 Fb' = Length 1.0 Live Defl'n 1.0 Timber -soft, D.Fir-L, No.2, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and in Criterion Analysis Value Design Value Anal sis/Design Shear, fv @d = 31 Fv' = 106 fv Fv' 0.30 Bending(+) fb = 601 Fb' = 1094 fb/Fb' = 0.55 Live Defl'n 0.13 = <L/999 0.44 =. L/360 0.30 Total Defl'n 0.32 = L/496 0.89 = L/180 0.36 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Q e v ►sej iso w• Thorpe Residence LATERAL DESIGN DR Inputs Nichols, Melburg & Rossetto Job #01-0016 -s 8/5/2002 rb 2 P Structural Engineers C� N O Total Reaction Reaction Diaphragm Diaphragm Shearwall Wall Uniform • Grid Left Right Length Left Length Right Length Weight Wall Height Roof Load A 4.8 k 30.0 ft 24.0 ft 15 psf 9.0 ft 50 plf B 4.8 k 2.7 k 30.0 ft 30.0 ft 17.0 ft 15 psf 9.0 ft 25 plf C 4.1 k 32.0 ft 32.0 ft 24.3 ft 15 psf 9.0 ft 250 plf D 4.1 k 2.6 k 32.0 ft 28.0 ft 21.5 ft' 15 psf 9.0 ft 250 plf E 2.6 k 28.0 ft 10.0 ft 15 psf 9.0 ft 50 plf. 1 ' 3.3 k 58.0 ft 17.5 ft 15 psf 9.0 ft 225 plf 2 • 3.3 k 58.0 ft 28.8 ft 15 psf 9.0 ft 225 plf q? 0.2 k 0.4 k 38.0 ft 3_, 8i0 ft 4.015 psf 9.0 ft 20 plf 4 0.4k 3.1 k 38.0 ft 51.5ft 12.5 ft 15 psf 9.0 ft 210 plf 5 3.1 k 0.3 k 51.5h 38.0 ft 25.4 ft 15 psf 9.0 ft 200 plf Results Wall Diaphragm Diaphragm Max HD Grid - Shear - Shear Left Shear Right Wall Type Force Min. HD A 201 plf 161 plf W1 1.06 k LTT19 B 444 plf 161 plf 91 plf W2 1.68 k LTT20 C 171 plf 129 plf W1 n/a D 312 plf 129 plf 91 plf W2 1.20 k LTT19 E 256 plf 91 plf W1 1.68 k LTT20 n/a 1 187 plf 56 plf W1 1.20 k LTT19 2 114 plf 56 plf W1 0.06 k LTT19 42 plf 4 plf 12 plf W1 0.74 k LTT19 . 4 279 plf 12 plf 59 plf W1 n/a 5 132 plf 59 plf 8 plf W1 0.74 k LTT19 Nichols, Melburg & Rossetto Job #01-0016 -s 8/5/2002 rb 2 P Structural Engineers C� N O Thorpe Residence DR LATERAL DESIGN Shearwall Uplift Forces Wall Lengths(ft) Holdown Forces (kips) Job #01-0016 8/5/2002 Nichols, Melburg & Rossetto' Structural Engineers N # of Lateral Grid Shearwalls Control L1 L2 L3 L4 L5 L6 T1 T2 T3 T4 T5 T6 A 2 w 12.00 12.00 1.06 1.06 _ B 1 w 17.00 3.09 C 2 W. 16.25. 8.00. _ -0.56 0.50 D 2 w 17.00 4.50 0.61 2.22 E 1 w 10.00 1.68 1 3 w 4.00 4.00 9.50 1.20 1.20 0.54 2 3 3 w w 8. 0 8.00' 4.00 12.75 5.00 �e�15e� �-Qa 0.06 0.12 0.06 0.17 -0.51 0.12 .00 -3-Ll' .4 3 w 00 4.50 4.00 2.05 1.99 2.05 5 4 w 5.67 9.00 6.75 4.00 0.55 0.18 0.43 0.74 Note: w = Wind, e = EQ Note: negative value = no uplift Holdown Capacities (lbs) LTT19 1205 Wall Schedule LTT20 1750 Mark Sheathing Nailinq A.B.'s Sill Plate Capacity HD2A 2775 W1 1/2" 10d's @ 6" 5/8" @ 48'. 2x 310 plf HDSA 3705 W2 1/2' 10d's @ 4" 5/8" @ 32" 3x 460 plf HD6A 4405 W3 1/2' 10d's @ 3" 5/8" @ 24" 3x 600 plf HDBA 6465. , • HD10A 8310 Nichols, Melburg & Rossetto' Structural Engineers N AW-mtA soq$I •maA Z pus qmd :F jowWdmOD sea, 01- WH M*A OZ • •drj �g 9tt�s�i3 aaeida�rtg-1 . •uteua ala=puoo-1 uopwwo0 SJ iu?a-i S=A ueg iiV I®A Mka-i f (galS mph -IMA &IN000- [ •mnwUpodS umlUwd aWf)d (4 pmM Ple Pair dna • 's'a[iwJ u�rpa�g-6 •sa= £ XPUR ujSAS iadMC oMa41318 0=1=1 IMS 53 'S 1 Sqsti Woo aftS Z V001009O7.Z.L =W.L 1 �AXL R1?m) '1100 gdHS0090OXL O=k 1 '3Cldv 0/608 •=tuM pagdS aiqu�WA A5A621001CMObi i , :Sup&ojio3 aq Im= PUB qgunJ 0)7pllo no JSO. 07 pomid am ota ; fwu2wQ: y •amo�j max 'iaa[o� U6S6 $0 `o=,o - •aAu� w� RX a9Z adlbt�, a7�ssaf �8 i1�Inl • ZOOZ `ZZ judV R' S59i-i6S'n:I ZOZ9•[68 . EL696 NO WIRD is 1IOPaa LL 069 3u!uonryn03 mI PUZ1120074 t 039-230-057 00-249PJ `THORPE, MATT & JESSICA 3296 DURHAM'DAYTON"HWY CONT: UNKNOWN ".—P -T -V 'a—q-7p w T-TcLz�-� -------------- OFFICE COPY Address 3d2 < j9"Aa.. e c GAS Meter By— Date ELECTRIC Meter By Date 9/0 4. ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive,, Oroville, California 95965 • Telephone (530) 538-7541^,d IT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PEL NUMBER THORPEs MATTUFASTCA ZONI"GBUILDING R98 Q220 PERMIT ow ER 2622 NAVARRO DR. CHICO CA 9597 T TELEPHONE SO. FT. OCC. BUILDING VALUATION O 'S MAILING ADDRESS .wc CO CTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR.ENDINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS DURI; 1 DAYTM H6Y _ f Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION$ NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other �'r -� "'•i`v /LUT d/Cy sPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 400 AMP SERVICE /—o r e1/ _ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OV OR LES Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �} �j // Q,/ License Class !,� /O Lic. No. ! / r 3 fKl OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued.Hood ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Z�l certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with -those provisions. X %/r.°! _ Date 4190 Signature of Applicant - ,❑'Owner :WContractor ❑ Agent'- K! An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 46.00 NEW CONST. DWELLING OCCUP. SG OR ADDNS. ( a ACC. BLDS. 3.5¢FT, =RESID MULTI.OUTLET UITS 97.50 POWER APPARATUS a sINGLE ouTLET cIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 100 BALI @ .so FIXED APPLNS. OR Ex. Occup. oun.ETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PISINSPRIMON 23.00 PERMIT FEE $ 89.OQ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 89.00 HA2. D FEE$ IMP w FLOOD CDF PARCEL w PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By y( Date ! -2/2 f, '`f 0 PERMIT EXPIRES ON Delve Receipt No. 27,077/q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROP -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street 9 Chico, CA * (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541.1 CORRECTION NOTICE -Lb 0 r 0 195 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 notice this office when correction, of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A Po 5— 4- 0.a I,, e .5 '5 -'4� AV 41- 6rou.w411A 4 .0-1,ez, 1,,, p4e 4a,e- e, PIP /Iu i ele c, 3 ro Ila 1-440W)W-441 0 %A -7 5 c) — 9 4 le- o I-V 4-4 e ve-1.2.2 W4" Date 01 Inspector 14:5 fit) I REV 101/92 COUNTY OF BUTTE -.DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County CAs nte r"'D rive • Oroville, California 95965 • Telephone (530) 538-7541�f, �/► IT NO. (Rev. 12/96) APPLICATION AND.PERMIT [1 oocc ASSESSOR PARCEL NUMBER THORPE MATT&JESSICA ZONING 898-9220 BUILDING PERMIT OW.IEA 2622 NAVARRO DR.. CHICO CA 95977 TELEPHONE SO. FT, OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS CONTRACTORS NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS-•- Plan Checking Fee $ BUILDING ADDRESS 3296 DURHAM DAYTON HWS.' Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other AG BUILDING SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 400��P SERVICE �' ' cVICE Fns �IJTTIlu T.OT T)EvEi Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 1100OR UE Main Service 200A OR LESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.�J) License Class to Lic. No. 77D� b/ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO IOooA 200ALICENSED 46.00 NEW CONST. DWEW WEE NG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5¢x. NOON-ROESIOT. `MULTI. CIRCUITS ) OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL @ .50 Ex. Occup. OFuT>Frs R.,o,O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 F TNqpFcTTnN 93 00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co 7,,thosFeovisions. /� // O�of X Date _ Signature of ApWIZIaint - Owner Contractor ❑ Age An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 89.00 HAZ. D. FEES I FLOOD CDf P EL PO HDL This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D to 12 z Z d Dale Receipt No. 0 89.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION. . 7 County C,ente44Drive • Oroville, California 95965 • Telephone (530) 538-7541 P _FRMT N0. (Rev. 12196) APPLICATION AND PERMIT ASSESSOR PAAcaNUMeeR _ a G TONING ;.; BUILDING PERMIT O1MNeR -� � Trf N G SO. FT. OCC. BUILDING VALUATION DINNERS maN D� a NA >/ C CO 7 COW-gk DR'S NAME TELF9►gNE ., CONTRACTORS MAINNG ADDRESS CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCMTECT OR ENGINEER . LICENSE NO. Filing Fee S . 20.00 .Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SULOWGADDRE s 1/11 r✓ Energy Plan Checking Fee S a PERMIT FEE t IDT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPS Each Trap 7.00 - Solar or heat um water heater 23.00 Water 'piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: (� — - D Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service �a o LEss 23.00 ` ' *PERMIT FEE PAID $� C� SRA $ SHERIFF $ OTHER $ $ $ AMOUNT RECEIVED $ w *RECEIPT NUMBER Mindicated �� � � * TO BE PUT INTO COMPUTER Main Service 200A TO 1000A 46,00 Q(% NEW CONST. DWELLING OCCUP. 3.5¢So. ADONS. ( 8 ACC. DS. FT. MDS. ONS MU O,O ,ET NOKR6ID.- !L @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES O 00 Ex. OCCU gA20L 1.ya Ex. Occu O A°°�NS OR 5.00 oUnETS Service 23.00 —Temporary Mobile Home Facilities 20.00 ' Misc. Wiring 23.00 _ PERMIT FEE $ �C(i MECHANICAL PERMIT Fling Fee I 20.00 Heating _ Cooling Hood 6.50 ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee b occ CONST' TYPE TOTAL FEE a� NA= 0. FEES ° FL000 I CDF a PD HD UE This permit is hereby -,s ed under the li le provis lble of the Butte County Code and/or Resolutions to do work above for which tees have been paid. By Date PERMIT EXPIRES ON eta ..}��"'�,.e:�'`M?nt•a�=`'Ifi/ri"`f9'C %:Y'`"'.trS'4v'M�'•r'�'..as t„e r �: �•q ��'�Yk" o .K�ti.n..r��;•!�).�'� 'fY'ryk:���..y� "�'� ` Y^ �:i '•�� e �- .Ff •`=MS .y j`}i •r7.-.0 f �'r#r. «+'-y..'1i +i ..,.l.y+ r r- .y.- l.ti• ii �, -tf tI COUNTY OF B;UTTk - DEPARTMENT OF,DEVELOP. MENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: NIW��` CSS I �,� �Y(� ASSESSOR PARCEL NUMBER:Cf Proposed Building Use: -Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------=------------------------------------ ------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.---------------------------------------------------------" ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ❑ 10. Fees of $ -------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ---------------------------------- ❑ 12. California Department of Forestry plan approval/fees. -------------------------- Ell 3. Flood elevation certificate.--------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. -------------------------=----------------- ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------' ------------------ El16. ,Plot plan and business license approval from the City of Biggs. ----------------------------------------------- ❑ Planning approval for (A) Use: (B) Parking: ---------------- -------- �j-- 18. Contact Land Development about a Improvements, ❑ Drainage, Legal Parcel. -{)A --- 1.' -Da 9 i� EIJ 9. Encroachment Permit fo driveway (construction approval prior to occupancy). ------------------------ --- X -O Pre -inspection for -070 re required Request to Building Inspector on a! al (Date) ❑21. Contractor's license informationT.(Number, Name Style, Classificaiion------------------) ----------'="�`- "�------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner O; Mailed to owner 0) - -------------------------------------- 024. ------------------------------------ ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- w ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- E129.❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: W en you issue tth erm��7�as follows ❑ Mail to owner, ❑Maail to contractor. Telephone U / and hold for pickup at 61116 C) office. ❑ Deliver with inspector. Applicant: Date: !o b Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ �Ilution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ 011ier: Date: By. 1. Index permit application for the above items numbered: "N ❑ Plan Check List 2. Additional items required: er ) f f/ ,f Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division`counter, by "` Date` , Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Va11rn 1 0-, - n-#-4 -fTl%-, 1......., c__.:--- - - - • . BUILDIN6 DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOFSCE O - O S ZONING OWNER Matt J�5 f J .r PHONE NO.I-1 Q,GS-qZ2D OWNER'S ADDR SS1)4p 0LNc�varryC:h,t, C� Ca 5 -7 3:1 LOCATI�v OF UILDING Uw cpm —1� ✓ USE OF BUILDING !iK UA* -4,, Q 1 C I U I `�� SIZE OF STRUCTURE // 77 Q' ' X __ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TY� F SIDING � ROOF OVERING FLOQFi TnP�r �T� ,s— (� C EST ATED C T OF CONSTRUCTION $ lSnb AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: -� � ,� � �. S ldvt- . FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. 1 declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any:change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date I L% "� 1 V 11 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a_.bL ding permit. / Manager Building Division v By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date ?Awl Manager Building Division v By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date 664.53' 670.9' I I SITE PLAN i i i A.P.N. 039-230-057 i i i i (N) DOMESTIC WELL I f I I (E) P.G.BE POWER POLE j I n FFFT i See Note A N AG PUMP SHED I (E) AG WELL I■ 670.9' I (E) PHONE SERVICE PEDASTAL I I I I 30 Feet Easement i i i i i i i i i i i i NORTH 164.53' SITE LOCATION CHICO T I DAYTON ROAD DAYTON FOUR CORNERS NOTE A (N) RESIDENTIAL METER (:jF P.G.&E. POWER POLE with 400 Amp Distnbution ' Panel N \ 1 DURHAM DURHAM- DAYTON HIGHWAY ROXEL ROAD (N) 3" UNDERGROUND ELECTRICAL (E) AG PUMP METER SERVICE CONDUIT (N) GROUNDED METER INSTALLED I USTOMER POWER POLE (N) PHONE SERVICE BOX �...__.._.......... --.......................... _..._.._.............-- - — (N) 2" UNDERGROUND PHONE SERVICE CONDUIT FILNEW AG PUMP SHED 14' (E) 1'/V UNDERGROUND ELECTRICALCONDUIT (PUMP PANEL) (E) PUMP 15' PROPERTY LINE MATT & JESSICA THORPE 2622 NAVARRO DRIVE A G PUMP SHED CHICO, CA 95973 (530) 898-9220 A.P.N. 039-230-057 12' (E) WELUPUMP DATE: 10/18/00 SCALE: NO SCALE PAGE: 2 OF 2 4u: _ PRE -INSPECTION REPORT CONTRACTOR: PRE-INSPETION FOR:r ��. DATE: a . 6 � A.P. #. ' ZONING: DATE TO INSPECTOR: PERI4IIT HLSTORY:( )NONE (�AS FOLLOWS: Q C BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: ResidendaU# of Units: Currently Occupied AbandonedNacant Electric: 9i16 e. Yes ✓ No Electric currently On Off !/ Condition of Electric Q Gas: Natural Propane None_; Currently On Off Obvious Problems: Sanitation: Plumbing Working_ /24) ) �V -e, Well Working Potable Water Obvious SewageProblems t Comments: ACTION RECOMMENDED: ISSUE:y HOLD FOR Inspector. S 5 �l t Sketch buildings on reverse amd A Date_ ! 2—'' 2 � 06) indicate location on property. l\ o • U ov/ 039-23-0-057 00-2495 THORPE, MATT & JESSICA 3a q (;� DURHAM DAYTON HWY, DURHAM CONTR: NA ELECTRICAL 400 AMP SERVICE a> v W l L.w c0 C I N 039-23-0-057 AG00-144 THORPE, MATT & JESSICA 3a 9(DURHAM DAYTON HWY, DURHAM AGRICULTURAL BUILDING COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. J 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P R T NO. {Rev.12/96)— APPLICATION AND PERMIT ASSnOORPARCELNUMOM _ ZONING BUILDING PERMIT OWNER"Ox/ SO. FT. OCC. BUILDING VALUATION OWNER` MALI DRtafa Nli G,5C co 7 CONTRACTORS NAME TELEPHONE CONTRACTOR` MAEJNO ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS - Fireplace Total Valuation S ARCMrrECr OR ENGINEER LICENSE NO. Filing Fee S 20.00 ARCWMCT OR ENGINEER` MAILING ADDRESS Permit Fee S Plan Checking Fee $ BULDWCIADDPVS v Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. sueDNsaN`NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE Solar or hent um water heater SF ❑ Duplex ❑ Mobilehome ❑ Other r Water piping 15.00 av Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New Addition ❑ Remodel ❑ Utilities ❑ Installation/ ❑ Other ❑ Building sewer 15.00 ,, Mobile Home S G W @20.00 Describe Work: PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LESS Main Service 400AORLESS 23.00 Main Service 200A To 1000A 46.00 Gd NEW CONST. OWELLRIG OCCUP. 3.5¢6,. OR ADONS. a ACC. BIDS. NON -RES O. MULTI-09LET CiG 7.50 POWER APPARATUS a SINGLE OUTLET CIA. OUTLET OR FIXTURES 20 ® 1.00 Ex. Occup.SAL .SO Ex. Occup. o,lT>1;s .' 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE PERMIT Fling Fee 20.00 b,�� Heating *PERMIT FEE PAID $ �% cc) SRA $ Cooling Hood 8.50 SHERIFF $ Ventilation OTHER. $ $ PERMIT FEt S Mobile Home Installation Fee $ $ Energy Inspection Fee $ occ CONS1 TYPE TOTAL FEE $ AMOUNT RECEIVED $ HAZ 0.FEa IMP R=D SDE ° Po No uE This permit is hereby ed under the li le provis of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. *RECEIPT NUMBER * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON ra Yn >� M rk ❑ APPROVED OM CONDMONALLY APPROVED :' ' i'.; ` " ..._;.' ° : RESOLVE PROBLEMS PRIOR TO !0^2$-00 �;.•:� to•-�3-oa _ AppROVi1l. PERMIT CLEARANCE Permit li: Do - l y L1 A &-f O' t yap CFF Date• - S A�-s2�/I eG �'• Genera/Inlbrn�adon 6«� y 'sj APS• Owners Name: �'T T J S S 1 C. A —C 140 �2' f �5 Parcel Acreage: Owners Address: 22 N A V -P4 PQ, 0 Cw C Q ) A 9 S / s: " Building Site Address - y }-� �1r.. — 1a T (� 14 L�'y y- ,� Procertvinformation "" "''• -'" Permit Type: Agriculture Building ❑ Commercial ❑ Industrial _ .:. ❑ Mobile Home -�❑ SFD "❑ Residentlal Accemy ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well a Other Zone District: A - 20 Date of Zoning Ordnance: - - General Plan: Q -P C- Development Agreement: Use Permit: Variance: Parcel Is In: land Conservation Agreement ❑ No Yes, check use Minimum Acreage: Nitrate Action Plan 91 No ❑ Yes Violation Area ENO ❑ Yes Specific Plan ❑ No Yes ❑ Chico ® D2N ❑ Cohasset Enterprise Zone ffNo ❑ Yes, check use 9 Floodplain ® No ❑ Yes Zone: Panel Number. �� l Watershed Protection 'Zone NO ❑ Yes ?roposed Use Complies With: General Plan -3 Zoning Proposed Use Reauires• ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses Parking: ❑ Panting Requirements are OK as Shown ❑ Other Landscaping: ❑ landscaping Requirements are OK as Shown ❑ Other Road and Orairase Improvements Required: ❑ No ❑ Yes, policable Setbacks: ❑ Accessory Building Use icn. 1 -.\ n Zcninq Ccde 4 Street & Hi hwa s Fire Prevention Vu% --vv , Front Side Side street Rear 2'S Heiaht Septic Permit Review: Well Permit Review: Lane Development Review: larcei Created bw. - ® Deeds ❑ Map or Date of Creation: Ak4 g, l Gj 58 Legal Access Provided: ❑ No ❑ Yes Deed Reference: `? `� or,- 3/0 Legal Aocess Required: ❑ No Yes Parcel Frontage an Publicly Maintained Road: ❑ No ❑ Yes, Road Name: - Compeer with County Standards for Deed Creation: ❑ No ❑ Yes . . Comments: _ �fLovrrnc CrzEk;ru/j DEEB .SgL �!6/J co D£GCgQATIOr.% a-bG�1aoI+.�G AccF-SS- Date of Recording: Lot: -onditions That Must tie Met Prier tot unto of oom,;h ❑ Verify Legal Parcel ® Verify Legal Access Block: Book: . Page: Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). o ❑ Construction across prOPertV lines is not permitted (See Land Development for a Merger Applkadon/Lot line Adjustment). ❑ Comply with Old Subeivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other eneral Comments- (--] Meet parcel size required by zone ❑ Meet current EHD requirements. 'AIG WI 1118 0 tiJNr'3A3003 coot L 113 a3ni3%paa ��- Z3-.57 Oc4-11-00 02:37P �q�`1,M P.02 DECLARATION REGARDING ACCESS � � ..fit,:•.. C_ applicant fora l✓ i 1. permit from the County of Butte for the parcel of land identified as Assessor's Parcel No.: 039 23 O �5, declare that said varcel was created on 195 �.p ,by deed recorded in Book of Official -Records -at Page-in the office of the County Recorder of the County of Butte, and that I first purchased an interest in said parcel on or about'. and that at that time I was not aware of any facts that would cause me to suspect that said parcel may have been created without the access thereto required by law. I declare under penalty of perjury that the foregoing is true and correct. Executed this ZE day of . at California. S igne 0 A May 25, 2000 Earl Decker 3258 Durham Dayton Hwy Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX RE: Building Permit Issuance APN: 039-230-057 Dear Mr. Decker, Building permits for single-family dwelling and accessory buildings may be issued on the above referenced parcel after plans have been reviewed and approved for construction. An application for building permit will be required and approvals from Planning, Environmental Health, and other applicable agencies. It will be necessary to submit a completed "Declaration Regarding Access" to clear the parcel for permit issuance. It will also be necessary to pay all regulatory and developer fees appropriate for the single-family dwelling and accessory buildings. For your convenience, a copy of the "Declaration Regarding Access" and a copy of the deed for the referenced parcel is attached. If I can be of further assistance, please contact me at the number above. Sincerely, Mic ael C. Vieira, C.B.O. Manager, Building Division . - �$� �tasa�•1,5 �'�: �i; :'1, .�,. r. s�,r r, .kT•'t c•.7�.9 . .'+�i' i';�_�li :y yi ' f • E".I. 1 U i t:1f V to .t, G'Ima ww�y V`r�•. T�OR�%-..h..•-�!•i..c• �7,::':- axc, i kc vshw eeaelSAMUC•L,Of.MR and ANNA H. DECKER t•1 �• GAANt_ M . EARL DECKER; and LILA DECKER -' f �Y; -. at JOMT TENANTS SH that'ad peoperty atu.ee In the `;:� Cattth d BUT?6 Stsie of CslEpeai., kKrlb4'ii follm �' '':• • ' Being 'i a'tfrtioq of. the Sod'chxest quarter 0f� SouthwgatLq a' of Section 23 •.Township 21 Ncirth, Range 1 fiats{;'11,'D;$�1W1;�:' r• `' �f more irtlcuiail described as IolIowa: Commencing at''the'Southwest corner of iald SFctift 23;;.thcnc along the West' line of said Section, North A(,0.00'feet•'to tbo true point of beginning for the parcel herein describeI;*thebc i,.. from said true.point•of beginning,. parallel with;.thcj� outh of aai,l Section, North R9. 241 F.a6t, 1.70:0. feet 6.. 4'e, eat line of that certain parcel describe) as in exceptionafroto s Two, ,in deed from Lottie Colm to Samuel Decker,: et•7ux.det4dgt 24, 1946.ara1 recorded July 31, 1946 iii Vofume 3R7'of,'.OEficia Records of Rutte County, at page 192; tbcnce along.aaid..Wpal: J;. t line, North 660.!)1 feet; thence parallel with the Sbigh"Ut y said Section, South 119. 241 %Vest, 673.9 feet to theAesf;ii' 3: • j ' /� of said Section 23; -thence along saW sectbn:.line foythkl4 ✓:�':r :'/' feet to the point of be,�inninp, and containinp, 10ies, ` or less. ^!! ;..t. t:"tom.%' ;�k�':�>: t .i��•,. �+. �.: �:' • ; `c •. oil �• 'r. ii1,�. .•.�• ,iy�7 t '�•r:�y •';Ili•.. ... j.i �. yY.i .• a•.. (°54.54) - - - - - - - - - - _________________y_______ _________________________________ -S___ V m -D z from the des qn desk of.... SITE PIAN DRAWN PROJECT DIBCRIPTION CNECKED MATT & JESSICA ,��SE; o e Russell, Gallaway, Associates STATUS DATE!!I V �' r 1^ I Rtvlslox 4 �' 7 sierra Nevada Court TH O R P E ; 28705 + Cluco, California 95928 L � 3288 DURHAM DA 5928 HWV . REV1910N CHICO, CA 95929•Jy �. RLYIs1oN ASSESSOWS PARCEL NUMBER 103 7 -Z -30-03-y--000 �? ot/+° (530) 342-0302 fax 342-1882 Q' CA�Ii REVISION www.rga-chico.com r.g.a. project number. 00-000 pjancbecW status number; r00-000 ARCH. 0 r N27734 a y * t �7P�(t}�Fti ati, r '_ y4y r` ; . ":?+ « SS .2 ;• C.- r '; . { . 'r? :•,.ems • •': .. p 5,1-- xf"ri • '.,,"..,.• {,y ': :': ,. "� +. %K r {� .�, err _ 1"i < � } ., ., -- s _ _ •. ". �, c -�:. ... .. .: .,+• .. ? CFDVM 0491*0 CfJI two,�*f,�t"l�G°�"?'''�►!F.7•s1.:. ,.. . , . :. '" T ' �""` : e�•x ::.� .. 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PiUept_�O ;. ." . 1 . 31 i I � Window' , (&E)� � 4,.O � ey a i n . I k - ( , ��1111'11� . . . . . . � ,� " ,� � I - -1, Ba:ck 0. 3 4'13 Standa .,d th re shown 4i , I , � I � I � I I I I I L ',oft , , , I , � � ,�,�� ,., , !"L. . - , , , , I , , w -z—_ .��,z �4' , r., '4s,N,R�I,t " - � � ,, � I I � � Window B&c I k � (NE) 60.0 0,350, 1 0,.,35Q I Standard , Standard None I ,,, � I I . I I 11: I I I I I I I . ., � , , I I L I ! : : . I I I � with PtIlor- �,, � , ,,t,B . / - , . . � . I 1''; I , , '_ I I ., , . , " , , I I I I I � i i' ' ' �' , I I - � 1: I I I I I , - , � ,,, 'L_ � r, , - �, � J,'ri , , 1 1 � . I , I I I . I - , , , " - 11 11 ,,,,�! � - - , � Wind7ow ` !Left ( N Standard" I I Yes I I I I , , I I I I r � � BUIIPIN ELOPE M 4 S ES ,, I L - -,-I � . .1 , I � I I I I . �� . , , ,,�, ,,,;,. ,4 � ., ... ' [ `, ' I ,,,,,,�,�, " ..� 1.1-1, L .J, I I TIWRILIT ILMI -R, I I I L ), 25.0 I 0.340 L', (),. , 4 1 � � I 11 I G EINVIE EA UR I I I 1, I ': I I I I I . 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I I � I I I I I , I I I I I I : L I L I 11 I . : : L I I t I : '. . , I . ,� � I, , I - I I I I I L11.1 . I - ... I . 1. I I . I I I I I I I I � I .. I I . t , , , 11 I I I . . I I I . L L - I . . . . I I _ I I - 1-11 L I . . L I 1. L I I I ,- I . . — I , � - I I I .... L , I I I I I I _ .I I -L _ I ,, I I � I L I � I l � . I— I I I I I � I � , I . i I I I I I � � I "NMI= -1 I � I � �=i I i .' t � � � � � - .. � •r .o '� '� IY\ � y � � _ _ 1 , � � 4 � ,. _ I Y .. � . .. ab � � .. - .� Y _ _ u Y � 1 _.� . J •��'�� o I)ep �r�tmen�t ovev`ei�opth Ser-Oces y t o ldIllg iVIS1101 7 County Center Drive o O,roville, dA 95965 �� , •�`d'" (530) 53847541 (5 i6 538-24401 AX' U4N Faesid!w�•eimlcn�s IMPORTANT Ilk set of plans and specifications .MUST be ikept on the job site at all ti nes,and itis unlawful to make any:changes or alterations oh same without written;permission froth the Building Division; Countyof B u tte. AN materials and workmanship shall be in accordance with feeognized good practices and of a, quality prescribed for the Specific use in the Igg& Ca'hfornia Building Code (1997 U.B,C), 1998 Californid e , .: , . 8 altfornt�L Plumbrnc. Code(1997 U,I,C), I9J8 Caldotnta Mec}�iarncal. Gods, (.1997 U.>t�S.C,), and the 199 C Electrical Code (1996 N.L.C.) The following items, are separated into two categories (general and'specific), The'!general" items ai•c for . i your reference and are not specifcally called ctut oil the plains by the plans:examiner, These itetns 1YlUST be ce�mplied with, if`applicab!e,'and' tt ts•the f;ui�lder!ls responsibility to comply. The��'spaciftc" items have been keyed to the plans, 1f an item is inadvertently 1'eft or.tt or tnissetl, it does not relieve th'c buildei of any responsibility for code requirements, general c,' specific. GENERAL RU : EQ A ENTS • Guest rooms and h<lbitable rooms shall have nalurul lightiequal to,l0°/, of tlicitloor area and natural vent iation cti,Ital to 5"A of the floor, 1203:!U,B:C) • ftoride rcqutr,:d roo,n dinictsions mid ceiling eight. (Sec, 310.61 URC)`` • Provide lights switclies, and receptacles for ntaintenancerof mechtuticttl equipment. (Scc.30d U14: C.) • Approved ton tandradequate: conrbusU`on air for gas Nate"r heater uid/or fiuiiace. (Chr-7& Clt. s-, U, MiC.j • Provide minimum one 3'-0"exter1or door, (See, W63.3.1,.3,U.B.0 ) • Provide ade unto clearanec arid. t e A flue for fire1 place/woodstovc. Q _. }gyp_ ,. All staii:ways to comply, with U,B,C. section 1003.3, for rise, nut, hcadroom widtli,,landings and hand, mils. • flalhva}'S labc minimum 3G" ivide•(U f .C. 10l)�1,3,3,2), • Underfloor access and ventilation per'Sec.1 6:3 & 230617, U,B,C. Attic access and ventilation (,UBC section 1505. • Provide approved Qaslting at all exterior openings, • Provide 18" plllfor n for app ii urces/equipment:in garage capable of produci ng a Manic, spark,o'r grow, • Provide proleclioniof appliances inffgainge from vehicular damage.. - • Closet liglrts per NjE;C, Article 416-81 • Provide ecrlificatcsoCcortlormance for all glu-lata beams. • Provide approved sparkarrestcr at all chimneys%type "A" (lues,� , • Provide,AA7k 10" anchor bolts a) 6' o.c. 114x. and wiiltin 12" of all; joints. Provide 2"x 2"x 3/4'6" steel phite washer nl each' Boll. (Sec; 1.806.6; U,B,C,) • F6undatiohs widii stonnvalls-.:'shall rbc provided with a minimum of one nunibcr 4 bar 14t, the top of tic wall and one number 4 bru'aLtli, bottoti (' S I, U,B.C) � footut bee 1 OG 7' m un of one number 4 bar a dheto and b'ottonr Section • $labs -on round with urged; do a footrn s sliallhave„ nnuu t , t p g 1 g 1806,7.21 U>B,C), • Guardrails to havemininuurr 36" high top rail, with iuterntediate rails spaced tltat a st" sphere ramtotipass through (Sec, 509, U,BtC) Page 'l of l Owners Narne: 71� r9 Building Permit Number: 0 - G) 11 PlansLxaminer:,AVfailfhdChrl' „ . , L i r � G�FE'I�]C it V14 c i nr y''ountield copy o(Itrusslehgineerin for'Itnporlant iiracing,i1 ( l7o Notcut, notch or drill'chords or wobs of Irusses: end connection def�ils i' (Exceptions Will be, clearly Mar kedion engineered tlraiI 11tIyi` 4t lDo�!�evleW" tj�e. HIR 91, SUmmalry` Sheet's recor�mdndatlohs fbr f Do Not cut or remove pjates' v, instalong'and braci,np at Wood,Irusses r I I 1q,ISI Dn ,Not overlofad single or groups of trusses with ,plyvJ' d racfing; Dv Install roof sheaihing ASAR. Trusses hold their profiles fast When toolsfor other,construetion materials: Jijey have been plumbed,a� d braced "With'roof',sheathing. specially in hot treathoriwe recortime'nd sheathing be appiled,over as nluchl of il Do INot mak® field repalrs without written appfoval" (rorn, Long'fello•yV l the � tj dirig;'as ;iossibie�'bofo" dhs�aliing outriggers and•,gable-end 'I'tll°' �Lumber�a. aidirie, �, i ti n � i Do Notl lead units, solar, a ui n�ent,, rlhiderF;; etc. oh q p lire sp Do Ins ecf Trusses. �t missin tales, o b .o _ p ( g p r r ken lumbor. Report tW11AC' trusses unless truss enginerrinq- has been'I c�eslgned' to detects to Lng/elloW Immedl�afely.accomodate ���tj the specific pointl loads, " ij �' t . .;! �I '� ❑ Do'secofe'tails,with,lascia boai��i to recentyears, thelprodUctlon of lu b e� l m � from:. secohd,growlli ,'limner, has resulted n "pan Increased' tendency for�Utirestrained tails o gNist. We recoromend,a �sdb fascle -„F be in_stailed behind utters �g ,,� rl ' ,Bake aer#a�n t'tuss sgUwgcs end it ?nd4d ehd oGi,entatior; ire dorr�cf. �' Do' Delp Lanc�fellow, if you have,gUestlons or ;need additional lnforMallon, r I , , I � ,,j. , I i Veneer per•Ch.'14, IJ .94. _...� ' p P (, ;B,C, section 2506;5), •: Extortor taste, r Skylights per S c �05u c !U.B;C, p Sec., 2602 4, U,B,C. Protect plastica aUon3 • Ground fault protection $lialf be rcctuircd in all bathrooms, garage, •ktlohen, wet bar, and,exterior receptacles (NEC 2^l O)i' Electricifntceliinic il, and plumbing consiniclion (not plan rcviewed),sliallleotnply with the current editions of Ute National Electrical ode. Natio cal Codo, Umfonn!IMeahan!Lai Code and Uniform PWmbmg C Mininiunl water closet clearances of'15'! front its centerto stdewalliand 24" front clew ince (U;P.C. 408,6). , • Milli lutn shotver comportment sin of 1021 sq, in. &; 30" circlei(U;P.G?412.7). ovtdc plumb g arances and shower sizesper,U.P,C, Pt, n fixtures water closet clearances SPEC)CH"IC REQUMIENTS 1 &iProvide sgla7tng nnall ,h vardaus locallons (U B C scct!on,24U6), su porfing walls and posts (U,B.C, section 502,4c,\ ception :. Garage firewall sepannon — regmred.on gaftige si0c,,includin ti g P #3). 3, lnstall,snioke detector's its periUieircqui'rements of Ua3,C, section 310.9,',1. 4 Specialroaf,oavering required, class B minimum, a. Provide 2 separate csits,l�om Ute third story (U,B.C. seotion 1.904 2,3.2 exception 44), 6, Every; bedroom'shall.have at least�one operable window or door Windows slitUl have anliinimwn ttet clear ouenable arca have !leU clear operable lieighbot' 24" and.a minimum,net of 5.oenable 7 sgUare feet, AdditAdditionally!tile whlildw shall a lriniinunt alcar' p 201". Tile ill hcight;shall nol.be utore tllan 44'' abovc Ule floor (U.B;C. 3l'U,4). avtdlh of a'Indoiv s 1 Ecol o� C11 o`nE USt INN FLANS [31ue = Engineering 'Pink = Firewall - Green = Braced Wall ptmels Yellow = Important � C®M+P'�X WYTEI ITEM S:INUTCA�'E'U!BECPW U Your parcel lies witlun a desig!iated 190-year�llood plain, Finish floor, electrical, H,X.A,C. equipment and sen Ices shill be apuutiinum of one foot above- halelevation shotV,ii onuUle attaclied'Ftood Elevation'Certificate. �l'Pns. firluvd `]levaiton`iCerGfi"aie will also be requireil Note Wi will tinrm illy accept the following!'aa.compliance Evith the ilUod,elevi i requirements: i. Building is anchoredtolconcreie is cni}vall system Wit i,conventional anchor bolts, 2, atelheight IcssUlan 21" laorunore abeUle 11100 -year food clevadom (PlBuilding plale:on top oP stamwall abovc grade, oriengmL•cred design required). 3. Elect; teal, healing ventilatiotl, plumbing aiid air conditioning �gttipmcnl and f icilides located above the plate. 4. At feast 2 openings in exterior walls, opposite. adjacent walls Wulf a total net area of not less Utvl 1 square located on ,o inch for every square foot of enclosediarea: ,i i S. 1 he bottom otthe openings shall'be no iugherdhan lilfbot4ovd,grride. . ertnit automatic e' creened:or; cox�red ivlUl.oUler deviccs;thr wdh nary and exit of tloodtvater. �.... T11C.0 Cltln S.Illdy be 5 ........ i_. ,.. .._ : g P - ❑ Pire sptuildars are!xegwredn this structure. i ❑ ChisparccUis located Within the Califoriva,Dep'vtmentofForestty and FirolProtcotioil area. Compliance with Ute attached ACDF fire safe rea cements will be necessary, q All structures and equipnidr t includhig bvcrliangssl!all'bc'cleat of all�easehibnts, A setback of Z 'from the side and �S "' from tate rearproperty lines and 20 feet (25 feet if Federal Aid Route Tion! the cage of clic right of way shall be clear of Strictures and.equipnentiexccpt Fora 2 foot overhang. ® Expansive soil may be encountercd'on flus site, TWIs condiUonanoy requ-re ithe fouiidalionho tie designed by a Californl a registered engineer ar•licensed arclulect, ' �a Owners N zine: T'age 2 of 2 1' 2 Building Permit NumUe77 Plans Examiner: Mal d C,isty s; I j 'Stis s I I t I NCO{ _i -,7;IT --, - - 1 �,li Trus ICll9-'. _ ) SII 1: AiW _� 1 4'dk''. I AF Fe I I I _ I . . I I� pit I , 9 l hr L - I ��I T f { ,,,ENC 0-TRULOX 3X6 iit (�) X-fRULOX SXG ! x . '. � RGA / THQRFE ��' 11 •�-� ,�i r 11 I {. .l, '... ]•t t � ;fill r , a a � '� ' .. '. �d � ��..• :1jI �� r� IT '1'RULOX RC(�UIRDD MINIMUM flXEi_ 'CRULOX PLATER P,LATP N'AILs MAXIMUM LOAD MINIMUM 6X6 t ULO}C PLA'I'D si, PLIC 'TRUSS, UP OR' DO}4N m.t ; 5XP1519i� 11115 URAWINR IRE4'1 GEIS bR11WING5. 1,160,000 1,16U,000/R It1'64 044 1,1CRO!'' 11;162;01? 1,160;1'64 k lAgfi1;624 1 1, u.,... l S77ALLO �l U PUACId REFER'40 WO % 1114V Dl It 11HS AL�i1 G1Al10� On ACING)IIIfURLlSi R �QFESS�O h�V NY�17P1 tiRUCTICCfA'RIIINSI ITE: HI q�UIO� tE''FI1ICTIIk)T,� IkIL�1S2 O�I�LRVISC 1)7p1 ATCO Q��� GQ I�W ��� ''� ' �A b WOOL OI SAFETY 'p ,I L g SMALL hal' O �r �i 1u°�in ROVERANTO uRA TAC�EDocRrie�CE] Ifincslr� mni�c Ws hCUmn�1,c�IJtRAc�nR��'�A rUte � �;; ''� DR1�G Cit"n ULOXO QI r� _ [NG)NCCREO 'P. 011UCT INC:'+StlLL�1U7`��C LSCUNSIItE, UR MY UC IAT CII FIRM .TIIIS; ' '1 p C pp I ... _ �.)��� DCS GA NTY5A14UR �U IUILO 711 TRUSS S 111 �CUj¢giH.NICr..Vi)1 PII UR'rM�)C�TQ1U, iiN�' —ANG DLJ�IUR� 4( HANOLI�tl ,SII rP111G. INSTAC!.ING ANR��IRACUIG [Y' b�ttuuSSCCS. 'GCS GNC IrnIiNS 11 /�+pLICA�IC RROVISICIIS Or;IIRS <IUITIUIIAI UESIfiH `SPCCir CA7IUII rUSIISI'l�:C 1Y •If1E NICRICAN rUNCSi.MID �APdR ASSMIpTlflll ANO IP4 ALPII)G' CUIRICCTURS','[1RC fNRC Ilr 2RGp AS1H ACSi Gti 0 GAL SICCL C CLtP T'n2 Nn1CU., 'ArRLY :01011 1URS Tn"EACII rACC `170 A13'YIC EIIOREEM37 PIWUiIgid Rf"I 1RUsi ANO UCSS �tl11ERVISC .00A Cp UII'IIIiS UESIWI �I!OSt11O) COfI11CCIWlT PER JI I K� URAVIIIGS (601 Z 11 SCAL O 111 S RRA Old, If�WAIT: ACCCPTMs:C nr'PRUr CSSIIIIIAL ��� �IVI 1'b{.M'/Jltl'rk'I.C�l ttA7ts7l1 CIGIIK RIfIG FREirbNsPll��rYY SULCL�:r' 110 TRUSS'ctkrnUCNf; ncsIG11 SiAIVII 111C Fd�- p� suITnIluly'ANO USC OY 1111E CUHr 1IM f 7IrOR M1Y'PoTICIILAR' YUILoRjG IFL IIIC CACIF t' 1 u �s stcnme x. . RES I'fkIS1Y�L17 Y'�.�iUl' TIIC IUILOIHG UrSIUIICR, PCR'All_ , , ' . i \ nnctNiniict nr rHrutaslnunc urycwcc rnc:acsronsrer�i,r 1 _ ltS s[c+r1 C h �nSCENlSltllLlllLiir °j�li1 oviLIIl rlffi rlLll i uGl� S cel{S T Ij/1PI 1 IN123PSnntf�ll(, vWLnlnu n ti $PAC fNG 7 S J 1; CLIP I W EB' ]3I�ACE S+ 13STT'T �'TIOIl� Y=' BB, RAGIIKG E'fAILA 1S TO iBE USED WHEN ,CONTIN000S ;LATERAL BRACING CLB) TIfIS D OR IS SRECIFIED ON,'AN ALPINE 11RUSS'DESICN'DUP'AN Al7ERNATIVE WEB I�—,]3R"ACJUG: +BRACING hIETHOD; "!SiDESIRED. T=DI!AGE: APPLY f0 EITHER SIDE OF WER I d { : NARROW FACE"L—BRACE;j ATTACH •WITH DOd NAILS AT NO*TG'S: BRACE' ISA MINIMUM+_iB07. OF WEB MEh1BER IiENGmH THIS DE1 AIL tIS ,ONLY APPLICABLE FOR CHANGING Ili SPECIFIER " 9 ' iCLB SiIOWN ON 5 INGIE PL Y SEAIIEp DESIGNS IO T BRACING OR SCAB ' v 18RACINC AITERidATIVE BRACING SPECIFIED 1N CIIAR7 DEIOW hIAY BE CONSERVATIV E. 'FdW MINIMUM ANURNATI,Vr^ BRACING, RE—R,I1N DESIGN WITH 0FROPRIATE I I BRAOIN6. T'-BRACOI� L—BRACE z, _. `. ., A SOAP'G1cAGINGt APPLY SCAB(S)TO WIDE FACE OF WEB'; NQ MORE TfIAN (I) ISCAB: PERFACE, AT1'ACII 'WITH 10U ,NAILS •AT 0" .O,C. SCAB BRACE �' WEB MSCAD,( UNLESS SPECIFIED OTHERWISE BRACE IIS A MINIMUl4 807. OF WEB j { ' k T—BRACE, L—BRACE AND SCAB BRAGE TO BE' SAME SP,ECIE3 'AND h1EMDER' !LENGTH OR BETTER THAN E ` ' { ENGINEOR'S SE ' D DESIGN: I;' I (�) CENTER iSCAD ON WIDE FACE',OF WEB. APPLY (U) SqB TO EACH FACE PF fl'GEU, a FEs/. iis DRAWING IRCL'LACES iDRAWING 679440 CNL ,CARE IN!IFMRICATING,IIIANDLING"SHIPPING;',�INSTALL '- 0 - _ ANale ACING: RET[a Tn 1110•91,o,A 1('G F CLBi SUBST. +�VARNItI5 1RGSBCS IRCOUIRC C%IR IILISICU 1Y TP (TR SS A`. y LL I'$F FE 1 NULIN° INSTA(UING AND•1RACINW, PU _ [ I, '+U'UMIURIO-0R1.",SUI1L 80a;3N.ADISUN, Vli 9D719> ffW' SAFETY PRAC�ICCS # �'' h. r DL - P$F IDA .____ PLATE f,E Q8 26 9fl I : PRIOR LT AT FpIIED �. �TRUICT FlVPANNS7 I UNJPIIIOTNERVISC:INPISIIAL AIIAV IOP ROP.ERLY ALL HAVE Q,71 1 ? ' PRpPER1.Y ATTACIKD STRIICIIIRAL SPA, ANBJY4HIS ! CNtIRD4Sl ITH IIAVC` A PROPCRGY ATIACIICO:HI41D W F� P$F''DR:WG iiRC;LtBSU801399{ n p� ilr CLILINW .ANT• I IIRNIfII.A:,CUi'Y'UF..tTHIS :OCS14Nr•Tp RTIC MINS T,ALLAl10f1'.G4NTRgL'IpR, oej NOgO'. D ALP NCi [N SI UCL NUT;BC.iRCSRONSIDLE FOR ANY IO VIATI4N UN d111S I II DL -- - -- GINCCRCD, (lUDUCI f, QNM. MIIIPON7p p UES GNI ANY,:1'AiL11fIC iO eUILD TfIC.'UUSSEf IN,CUIIFURNANCC .VITA TPII URI FAIRIC� LNG, , ,. ; UL ,P$F+ :'-Ei`Iri '.MI�L1� KAR . ,LNG, VINSFALLING '. 1PACING,"4F' 1RUSSCSIP �' DCS GN COfIfORRi V TN APPLICA 'Le 1 ( + ' ,. I -HANDLING, Yf11PP N DSPC IMCATION PUBLISIILa 4Y TIIC. AHERICAN rMESI AND I ' LRC VISIONS ET NDS 111rAg4NAL DESIG qq �'.iP$F• *IPCR ATSOCIAIIJN)'(�1104pi. gCP1UC: ICIIHNCCTORS,'ARF., MADE POF DDUA ASIN A�•OD 'GRID IGALVO,C STLEL q a CdCCPI AS'!1{t1ICD.` AI CMNL fClRSnffRIONA4INGS IGDv 2flTI1C TCA4Of1�11115°of�AV flG IIIUIUAI[II°N l�lF' —� OQ' , DURIM,. Es IAL 111,1' 4C LNG .RL'SPOfISIBiLtTYSiftl1:CL8i FOK TIIC IROS° GUHI!UNL'NT F Illi 4LSI411�lI USITIp ACCP IANC[' OF PHIH'J 1PARTICI+ 19WLDING f CING Iou1LII11qqlG.�LQIGllCt2._CilLf.Hi Tfue°i=i123iSEL'llf - � �Q� I ' , DCSIGN .,NGSPQySItllLll�, AILD IISC OF i Its "CONPpNE l . SPA N. 11K `IILIADIL1IY 11CIISIf�NS), SUIRIVITftll BY IIIUSS HrR, ` 41 flftlSa l)RA(:I11(i/OI,O�IfI('i,I1CTJ.IL - 11115',1NR J1t6pAllBp FIROH CGNp,i'IIER INpf I I,F (laAUS 6 DI i i � Ill Ifi11 311UVN'� 11R 3UIIn�iL11T XIIY'U3k Ut 11115'4UN1'IINkNI: �I IIH nryT Y/IHIIkINnH XUILYINU I CIO T I.�P,flri rl „� � I I LS_ltICgCSCDNstpllr�tr�r_r��n1E�n�p�yiyG�ES1GyGgL�q'ANsrrrri i-i��s sec�mN et FCALI� i I li I I 1 7 hl. .f I" rr..✓a ..i .Aan�.., ry � ,- I'' I r rr I lYi 1 I I I µ -o_ a' of y ii -b =-5- to 14 0 � 444 I;1 zXn ss 'Ft - g uwo �;I i o o o oro ol.777 s�=3�,0 ! o ;&w 2 0w-;, IL I e o -o c�'; �k61 (Ji `f L 13-�4-t) 16-1-0 i2-3_0 LIft .G 0 ;i0 -D=0 ! i0�a 67 13-1'1); 12X61 .,� 55 FL! „ .:! 13=Iii 0 1� i 0' 11�'-CO 1, 1-0 0p 0 Ili li-0'�!1i-4^b flo i(o)n � 13-li,l=;0�. ;a � � ' I •"i C' NI,IIIL': CII'IIIUC[L•U"1'[Ulluulfi.tUlGy;.. IPESPOIISIIIILITT +SOLEI'7'iC11A 711 f, iA11S5'GO IPOPCIII DE SIn11,511uu11'+�IIIIC SULIAUIL111 n11n 4.iLINh 11116 I'!;ryp���/' I..,E ' 1'++"8� 'n i$IIi7u11'u1111h �:1�A$A711 ,ICOIIPONCIITfOA �,IIY,PAAIIIf.111+IN 0 1111 0 111E 115 T�ICRCSpOIIS'RI1IITY IIIF �IC�III �LIII�If ACSIAIiCN�IVCNIOIQ({�_�F S.r.. CTNC Znn �' (1 ,. + y eP�1�7rrvtE�bS sEamu YI y li u, I I,. � I t i I w++I . a ,M .a �„ .t. „u 1 A� n ,77 n�[L , ,,"1 .x'S. ,'(ICOY.V6.7J, &.. Sq:+IC1�19J7.'GYJI. I d ' rl wn�'h^�[t z.! a'L uM.ilunl. -.��- pyrntraH «� ICY ao adha�la�mN�M4uww •mrd..-.+-w,�w„�.,.w. W»wu.�+., = I I I AhilbfGl riIceLam Pmducfs; CCJ I t I6 1 AE�S[hl aIIT1115 DAAIIfI(D 'IMU1rhtE5 AC [Ecifnr,F bE �FAae45stnxu IEnr,q¢Cn qlc ntsraiiSlii�L11M 50LFL1jFUl1 111E EaIISS'1SOIP.141t11T'iDCsluU SIIUVIII.: TI[ 3111tfIUVLIT AnU U7EIDE TIIS of ',ICM\- "'. �P U,LII<t T �S* a SRGm11R1111I,fUA 95828 ' -� CDIIhaIlE11T'�(bA �Vr PAA tYCIIUN NIII .DIIIb I j!IF A45101151111UITT 0 III(UIII D(I O.nE51 al EAi N,ED I r SKCitUI1 2 FCA4-1� MIS, j IFI :I.1U76 "I !' I I ' Tf tosil5- ( I0 ._f RGA GO(1 IIVAc 1 � RIIIS DIVG:PNz EU9: GG .{{., I .t � "` ' [' F NplT,l(LOn4G d DIF ASI PflGN dp TE, IENsIUN5) 18fIDHiij[ED GY TGi1S5 NFR'r _ rTOP, ONORO 2x4 �J[OF, Lei � ]f0 i 5C-' IiUB"C. DC,'?LLVE LOAD PEBOT I'CJJORD'111i� ,EBS,,2k4 L Slandatd PLATE!5 D CS1: G E � �� N„Q FORT CR;EGIV LUMBER PER NOS 9%4ADI:E 7 '+,3,_ i .j! I,N iL1EU 0� RIO�GD ChILIN6IUSE P61tLiINS! TU ORCE HC.°©i 24” �'OC ' a 1)�FLf f3TION� MEII?.TSi 1'/240;j1,1�E AND C/IBD TpTP,I LOAD ° TftUSSI':SUPPOIi15 i; 255# MEGN UNIT,; UNIT OENUOEO ATl Ih-0 0; $UPARTED BY TC; UNIT plIDTII 2�4rD1 ISUPROR,TEDreV 3 TIiUSSCS ' In ;, ":. U!1. Y�PUs lUU At A, ',:�."'(IIL 5 AL'; on: '11115 0A AV IA!S+.[No I WE!;; ACCCI AneC AF°:PAIDUntUIIAL.',[ 611.'Iifl IIIf '.'1� i. -:'.9 I I "I" 1 � ,''. I '' I Ii i '4,;, :" I"I,SUCY o Alp,igyCn�nl urcu'Prelud�s;)Iiu, q[ rAls�prwtrsutn:Y fro 51 6L empontnVl, rsrAl{ lounsl T 41 Et uee n1 tr so ` /\I OUR.FAIC 1.25- (;Ohi o' . 1 qq C�V11- bncmrwmlo�tlA9582H hN51111pIr1r(ICADY,PARTry���'1�0. Onll'plritl �s 1n1 IaCSpohs1U�LItY r II�C no LO no DCsiCn[ni AEN II I � OF'Q��t?` I it ,SPACIN4,1 zh;0 1j � 1 I ��l I � , i I ji I I Iit I ,,., I 1 I f ',� II il I I„� I SI I .i,l I '11� � •' 11 V f.rl nY'Vif fir, 711 '111 -1� -I- A 21,1 T1 27 F, -L 5 II /240 ANP I j F 95 Oes I't d" ia. iT J, TO) A& Sit, 8 7 Sill, ft lig n,:,i:C P P, CA'/ 11 r I HoUIRE i EITHEIIIII CATE, IN 511IFFIRail INSTAii AND,• 14 1 li fi 4) 191190 111 TPI [,I III ,PLATE IIIST110li 403 D!OIOFRI jtlli PAACT PRIOR TO '1141OP'NI A I'd, b Tit' LL PSF 14 tEF�i, RIl u )PER 00111110, THE Sit ,FUHCT TONS,' 1101.131; 0111ER41SE INIJIC ATFio;�;'TNPI I: PAOPERL ji� AIIAoil(Il, AT, PATIELS,A)DIIIIII (1 .1 li Itoll, 0 L .41 FaIT11, Q5/31%02 ",It Poll AfW-, ggi sii.A, Copi �r Till I VTSI1IJ;'N ME 1111STALLVIO11 TOHIRAC IiIA3111C (Molilli ODOC I S I Rd IIA 00 1 Ill I 111,1tl I I DEVIATION rapFuis UCS'a :A I ,�O 740 'PSI tP , �INY I ipituni IR 08 'C�' 17 fit? LUNG, N 1111ACIRG OF Tilli -F `r I14,11 �iI`PLItAOLEjfOQV IN IONS i I AL'11111164, I litRi't 111411"1, OR AN PAP(Af;AS OCIAT,109) 'ART �sICCtriii PUoNS�NTDTOV At �t, W � 1", I'll �Q;40' SF BQ' i i, li ji�f -3 �5: M0,N 2A C 1 Aii cd I TD'�1111 11 All IISNE orilo- IST'Lt,653040 ZTAEL, EICUT'63 No TONS 10� rit, TED V,i AN) UJIUSS 01 to a ON 71iji pogiTfuh calloccluM j4d' dr r '80L : T 1,3 P SR bb Alit 1!'25 ROW KQ joj'', ;I M, h i �If III ,!or MJY: DRA JIJGS 160114-1. 011 -THIS ORAR I Dtlillu [CATE AcczrrocvgPNOFEIiSIDN V�Ellol UNIN I clyl OIOj [lid, o 1 Orsini VOILM SOLTLf OR T 1i IROSY�61HJ OflaTiorsir. istollk. � Ifir's ITA811.1 Y ANFUSE!"(11"TOIS PARMULAK 'QUILTING IS T 4ii IT ft lirli� 6(RITE ,qul Lqlpql� s Ill pic c I JLK; 'PER mill . 1',ii Is 9ntloq Y, II,, I li ji�f i T' I �ij joj'', ;I M, h i �If III i Y II �� COMPLIANC E._ R]JSIAENTIAL I 1 Pa e 2 g 1' tk1L�> CER _ .. Project Title. Tdzel Thopel ,Residence Datc. 05/21�Q,41i 113.31:28 ;;x7 MICROPASO(v6"'.O1 File, 027155: Wth'-1CTZ17S92 Program'-)'ORMI,CF 'iR a. User#-MP1333 User -Energy Calcullat,ion 'Serve Run -128 ,7 SIP Res - 'Submi,ti a1 a� fik �oGl I I PENESTRATIONI t^ I` 1 Area J- Ini ;erg or �I ,I I error han Ext g/ �.�,, canix s PactorSHaC:, Shaeling Orienitla�tion, �'(' f) Shading ink Window Bao]'t (NE) 4.0 0.340 ' 01 34;0 Standard Standardly None t NTilndow Back (NE') 61'0.0 © 3510 'I q.,3's01 Standard' Standard ! None 'WI ndloW Le'f (Mq� 215.0 0 340 ? 0�.34i0 Sltandardl Bach 2F.01 0.340 0.3,4.0 Standard'', �I Stlandard Yes . b,ta�r'a"" Ye's lbhr Window ND') Sj IN ndow Ba1c]c E)` . , 2'5.0 0; 3'40 0 34''0 AStaridar'. Standard Yes K Ier Window Bac1�1 ND) l 8�0 0 10.350 0 35� ndard :: U Sta � � ',. a St ndard � Yes '� �I y Norm p yyp}} Doors Back (eN)3) iG : 9 0.550 0 .•65'0 standard 0.340 �' 0.34�0� Standard Si;andard II Stardaid None WindoW B�ac 130:0 Window Right SE) 12.0 01.,340, , 0 .340 Scandard' ', Standard None Wzndow Right �SE) 12.0 0.3401 0.34'0 Standards: Standard.,' None I�; t IivAC SYS'.I'EMS � Refri.gezantI I Tested ACCA Equi melt Mn mlzm Charge analDuct Duct I J7,uot Mar�ul l�he�rmc�stat Type Effioiendy Airrflow 7ropaltion R-valueiL`eakage� �Typel„; Oar 0.800, APUE, _I n/a' Attic R-4 ,�21 Nor No Se 'badIk of Se t No N baa] ACSplit L . bio SLER L?�� ttia R 4.'2 VSAT JRA HEATING SYSTEMS 'i 15' Number Tank External ,in Ener Size Insulat�.on 'cgli' ti Tank Type �;3eater Type Di�stribeltion Te '' S}rs,tem i Pa'ator (Igal) R-vahie _.. -- Storage Gas Standardly i' — 60 50 R n/a :L I REMARKS I I I 1 — .Is I 01 I v I I , r I I s I r 1 I lip I I I � .�,� i ' 1'� i i�� � �. � � � f'i ��,. Tib ii i �� Ii 1 I � i �, � i I f I � '�„ � � � yl h � � ;� � 1''. ih 1. �� I i i; � i � �, � � .i., � �I 2465Q�03=1�94'(!EN)I r 1 II 1 ,1 + rh ,. h I I 1 HVAC. 1 1 e S-7�7 r ME YPVT E l I — I � r 11a�,11 Uer 11 I 1' 1 � ,,r 111 � IF I r ' y 1 1 1 ate'IF II I I ;' I++ I ,,;�. 1 "' 1 pRODIOGT' St�,EGIFICAI �IUN� 10 , ilX =MODEL ' TUD060R0V3H TUDO6UR9V3N TriD1o01405p, al TYPE Up116 1 Hofizapial� Upllowl,Horizohtal .,00 m Media W01 !!lATINGS Id , f;IGl 51�ge 11rpU1'BTUti � 1 "9,000 '521000 ' 65,000' o '? tsl Slage CaP5clly STUN (ICS) O t 200 41600 52;600 2 d -$1a a=In ui' B1 UH _ du0 000. r8010D0 , , 101t 000 �., { 2nd Slage OapacltylBTUH (iC5) O 96000 64{000 60,000 60,0. TTAse�Mln Ma S°F BOD 00'60' ��, 60 0 ! 30 +8036165 BLOWER+DgIYE: Dlamelor !Wldlh (In,1) �!D([eCt Dhect 10 k 1 DUect iPk 10 No+Used' s reds or N J? 1 1 V b e a l Var abl' Variable + . 1 , + CP'ryl,{Vsjn•W,g•I, aeelAldloWTable' SeerA+NIoVUTable See+AfriloWTable i f� MolorNP RsPM, 112' Variable 112 Variable Variable Vells+/IPIIIHZ' 1;16/1100, 115N'160 11511/60 i 1COMBUST�OHFAI Type -1 � Osnlriiuyal - Lenirllugal'? Oerliri'Unal ;Drlde No Spnrds 1�olor Ap RPM ��' Djreal 2 11,50 3000 10 (ecl 2 �; 1 1150 30r0,j Dlreoi 150, • 2 bob (Vols/PhyHz D 1151116 . ' 16111 511': 1 t II, 51, 60, FL�l1, TUU 1.0 1•D" „ FILTFR�•—IFUrni !hed4' TYPa'Heaommen0ed yes Hidh Val'o Yes ii v H 011 elocjly, �es H1o1, e�odlN HIVeI (No,•9ize�Thk.) 1 1.17:126- 1 fn, 1 I7 X'2 6 f.in 1 2D K 26 } I ln• VENT—Size. idl R A, ound 4 Rodnd ' 4lgou0 MEAT EXCHANGER Type Pirod 9' Alan SIeu1 T,pe f Alu,ln SrUel 7Ype 1 Num+Sieel 1 Ii kUn111ed 1 Gauge,lFired) 20 �� 20 20L. ORIFICES Main Nal"Gas; Oly—',Dr11ISize 0-45 4—q6 5 45 L.RIGas DIY 1Dr10 Slze 3 561 4 66 5 56 J �t GAS�V{m,rtiF I I S � ,RedOndanl-Twtiro,�atage , Fledl)ntlant yTJ+a lage . `' U d� I Two Sled e Redn�a � _ h " LOT;,SAF.ETY,DEVICE Type; ' Hot 9dtlace �ynilidh Not SUrjace Igri tion ��F1aI Sudace lghition BURNERS Type � billpott n, hul mujilpart Irlibbil MUllipar41nshat rNUmber+ I I + L. 1 ,I 1 3 � .11 4• ,; �, I 5. POyERCONNr �VIphlHzr;O �� Ampacity (ln AlnppsIF a 1151i16o ''' +'I 11511160" � °i 6 01I fi3Or., �I n1611100 + 1r0 DI7 Max!Odetnurrenl'�Prolecllon(Afips) 15' 16 15' orN P1PE',DONN•9iZE(fN.) 112'I'�I 1 �r Le DIMENSIONS 1 r +Orated lln8 ', XW HkWx�O 41.314 x46 i?J k 30.1{12 ' , x 19.112 x 0.112 d{ 3h k 2D 8,,00 02 11 ' IGHT Sn pbingllLsr� Mel (ilbs) f 061426142111021x 1413/4 1' 160 F16� 47 Co } al FU hlenll I ldosi ns are cored ����'the Amorida Gas Association I a Lata allarles, F ®Railnys silowrl ate (61616allons Up l0 20001ee .I For eleValians•aboo 2Ud0lleel Petings shdU�d be ledUded al the rale ov 4°!e ;aneach 40001eeI above seo IeVoL U,S.IgoVarnmont standard lesis,l WI ordance ilh National E!elcirlcallCode}hoWeVer, !J I ne aVo rlitg specilirations are 111 aar w Inslaila(�ons mUsl compiy WhlillWel CO 05 7 d; JI IF 'i i Innn. n tri r � r.. ri. n u ori rin I + I,f o,I II. k I I f I' R R OBA. TTO(AIIR,i 7 iMODEL 'UD080R9V3Hl UDOBORflV3H » 1%2 9 5/6 i ` i6 119314'1 06100R9V9ii11 21 131/i6' 191 UD120R9V6Hl "UD,1A0p9VG}I''' I i X17 N� I �j I SE&ff'97t^'TTNR.1': I 1115,00 ''� 1540 I, 15,10: I� '15r35� I 15.701 I 1 �F, I IWdI�IlAl 1 [tit, DevIces 'I �1� :1 A � , I• y AI uwvu N,'W>?��'1.A.:irx 1 p]1$' 14^xl�' W II I I i '1 Ir I II n `4111 Elu I Ili I 11 I, 1 I, I 91 , r i 2036 �i6QAI.CONDENSIM UNITS ,I I r I. i '' I Al II I g 1 isl !I I _ I r I aNTE ALL gIDAENSIONS AR E I , I I �I I ,IPI'il 66, 9) _MM; (lN ' 5ER!/IL6 PAr1El }• p I� i I r l I I I ll o' IIC, 1� ' I CLECPRdOAL ANO REFRIGERANT LOMPDN NT5 CLEARANCES ' ;i Co PSR PRL PE's I I t iPII I I I III I i I I =UNIT I �t- WOULD bE PLALCo SG ROOF , I ' ;1 4 >RUN^O, F }IATFR DUES NO'I POUR IOIRCCTLR ON UNIj ANS 511UULD OE A7 LE'AS7 Stl5 N2'1`FRO WALL ND ALL ',SU ROt)p"11NG 5HHU0t3ER ON T O SIRES, t OT ERT4101510ES UNRESTR.ICTeO. I' ,I I� 28',G`11--P'I) q. WITH � I L, 22 2 17{IR1 01q IIOI E "EL EC 1 IG:AL P0Wk�13!. SUPPLft I TR 22.2 171 1 01A HOLE LOW VOL TAGS l' II .I II I I;j I i� Wrok lGAS 9AU 15Ed'{VICIk � LIOU�ID L NE SRIRVICE' VALVES E) O,DI`Pf_H/j.LE U I' BRAZED CGNNt,O> �ON q1 II 518! ; LINE VALIV 01,I L11/4 TURN[ 0'O O� ( ICdhLE BR 2E D' CONfJECI ION WITH I/4" 5AEI WITH i'/4 S.E'F� ARE P E155UkE T�fl Fg11'IMG.'f. FLgRE PRE,SSUf?C T}P P!JTT�NG, GO '12!_43r011 III MODELS A N"r7,77, D E 1TZ09GA 1095 f43 1�9) 1040 (39`3/4) II 90Z (e4 4/2) 718 t�19� la TTZ04,9A1 100fit4D319 1 TfZD60A 1096 (43.419),' 4010 (3913/4) 9p2 i[3si���2) 1 110 3/8