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066-340-005
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION(IVR) #:(530) 538-4365 OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds FEE INFORMATION CWIFAUD Impact Processing Audi PROJECT INFORMATION CWIFDDS Impact Processing Fee Site Address: 14030 LAKERIDGE CIR Owner: CWIFNR OthrNR Medical/Dental permit No: B07-1408 APN: 066-340-005 STIMSON, HAROLD $1,581.20 DB B Medical Office Permit type: COMMERCIAL 14340 TROY WAY Issued Date: 07/22/2008 By KCG Subtype: Medical Office MAGALIA, CA 95954 Expiration Date: 07/22/200 Description: MEDICAL OFFICE (3588), COV(63f (530) 873-1308 Occupancy: B Zoning: C-C/W Contractor Applicant: Square Footage: STIMSON, HAROLD Primary SF 2nd Occ SF 3rd Occ SF 14340 TROY WAY 3,588 636 MAGALIA, CA 95954 4th Occ SF 5th Occ SF Total SF (530) 873-1308 A "A FEE INFORMATION CWIFAUD Impact Processing Audi $50.00 CWIFDDS Impact Processing Fee $50.00 CWIFNR OthrNR $15,415.12 CWIFNR OthrNR Medical/Dental $4,347.58 CWIFNRSHERFJL (Jail) $71.76 DB B Medical Office $1,581.20 DB B Medical Office $2,371.79 DBEH Building Review Fee $75.70 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 07/22/2008 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by l Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; 57,,*r7;5 GncolP, .TNS, 0 2005 Carrier: 11FEN D Policy Number: Exp. Date: (This section need not a competed if the permit -is-For—one hundred ollars ($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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those X 1 07/22/2008 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address Z City State Zip DBFIRE Fire Commercial Plan Ch $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBOMSCF Fire Safe Standards Re r $115.98 DBSMIP-Commercial $49.73 FFC Comm Alarm System Review/T $181.70 'Total Charged: $24,709.46 Fees Paid: $24, Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: I� I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE [� COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: Owner's Signature 07/22/2008 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building 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 injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Coun to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro rty owner or am autho ;zed to act on the property owner's behalf. 07/22/2008 erne of Permittee [SIGN]14�r[n�t Liz A STI /N SQN �{ Owner © Contractor OR; Agent for Owner ElAgent for Contractor FILE COPY BUTTE COUNTY DEPART11,IENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 533-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds 'YI'LEASE PRINT CLEARLY" OWNER INFORMATION Last Nam5 e m s First N me •�- Mailin Ad ess City L Slate Zi Phon Fax E-mail c 5 APPLICANT INFORMATION CONTRACTOR Name City Address S,a City State State Zip Phone E-mail Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECTIENGINEER Name City Address S,a City State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE PROJECT LOCATION AP# 0&6 _ 3 — O D Properly Address ♦ O 3 City ri WORKER'S COMPENSATION Policy Number 1 S4 — ZO Carrier _T-NSuNp 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 N01-) r. Address 00, DESCRIPTION OR SCOPE OF WORK: OF /3Z, JD L Iv i O SRA Yes No Occ. Sq FT- Living G ge Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning L Flood Zone SRA Yes No Occ. Type Const. E'ros1or, Nra- o i Plan VgUirzd , Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1408 Date: 06/28/2007 Location: 14030 LAKERII)GE CIR By: KCG Parcel Number: 066-340-005 Sub Type: Medical Office Owner Name: STIMSON, HAROLD Phone: (530) 873-1308 Description: MEDICAL OFFICE (3588), COV(636) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No ❑ ❑ ❑ ❑ 1■=■1 ■ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: -P t'l-AY'AM � V n 1 V,ryn to Other: Other: Signature of Property Owner: , C� FILE Date: 06/28/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau - Fire Marshal 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax GENERAL STORAGE AND USE OWNER'S STATEMENT OF INTENDED USE Reference Number: B07-1408 Date: 06/28/2007 Location: 14030 LAKERIDGE CIR By: KCG Parcel Number: 066-340-005 Sub Type: Medical Office Owner Name: STIMSON, HAROLD Phone: (530) 873-1308 Description: MEDICAL OFFICE (3588), COV(636) Tenant: Please check the appropriate box below, sign and return this form to the Butte County Fire Department at the address listed above. If you have questions, please contact us at (530) 538 -6837 -Ext. 166. If additional fire protection features are required, you will be notified in writing. This building will not be used for one or more of the hazardous operations, processes or storage listed below. [ ] This building will be used for one or more of the hazardous operations, processes or storage listed below. A fire department permit may be required. ❑ Aerosol storage and/or retail display ❑ Combustible fiber storage or handling ❑ Combustible liquid storage or use ❑ Compressed gases storage or use ❑ Cryogenic fluid storage or use ❑ Explosives/blasting agent storage ❑ Gunpowder/primers storage or display ❑ Fiberglass operations ❑ Flammable liquid storage or use ❑ Hazardous material storage or use ❑ Motor vehicle repair operations ❑ Spray finishing/dip coating ❑ Welding/Cutting ❑ Woodworking [ ] This building is a speculation building without a tenant at this time. The owner will notify the tenant that there may be special fire department requirements for one or more of the hazardous operations, processes or storage listed above, and will be advised to contact the fire department for permits prior to occupancy. 06/28/2007 Date �u-4s Z 2 ' o � Signature BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1408 Job Address: 14030 LAKERIDGE CIR Contractor: Printed: 06/28/2007 11:03 am Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIFNR OthrNR Medical/Dental CWIFNRSHERFVE OthrNR Medical/D 1840-0-280-1011842 $782.54 CWIFNRSHERFF OthrNR Medical/De 1840-0-280-1011841 $402.93 CWIFNRGGVE OthrNR Medical/Dent 1810-0-280-101001 $988.14 CWIFNRGGF OthrNR Medical/Denta 1808-0-280-101001 $2,173.97 CWIFNR OthrNR CWIFNRFIREF OthrNR Medical/Den 1851-0-280-1011852 $1,142.06 CWIFNRPWRDS OthrNR Medical/Den 1831-0-280-1011001 $12,055.68 CWIFNRFIREVE OthrNR Medical/De 1851-0-280-1011853 $2,217.38 CWIFNRS14ERFJL (Jail 1800-0-280-1011811 $71.76 D_ BEH Building Review Fee 0021-540013-4614901-1010 $75.70 06/28/2007 $75.70 FFC Comm Alarm System Review/T 0100-450001-4617237-1010 $181.70 06/28/2007 $181.70 FFC Pln Ck Comm Lo/Med Hzrd 0100-450001-4617237-1010 $90.80 06/28/2007 $90.80 DBFIRE Fire Commercial Plan Ch DBF MDCL OFFICE N Permit Fee 0010-440001-4210500-1010 $2,371.79 DBSMIP-Commercial 1001-0-280-1011298 $49.73 0100-450001-4617237-1010 $102.70 06/28/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 06/28/2007 $102.70 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 DB B Medical Office DBF MDCL OFFICE N Plan Rvw Fee 0010-440001-4210500-1010 $1,581.20 06/28/2007 $1,581.20 DBF MDCL OFFICE N Permit Fee 0010-440001-4210500-1010 $2,371.79 DBSMIP-Commercial 1001-0-280-1011298 $49.73 Printed By: Kourtni Graham 249606.76 $29134.80 Balance Due: $22,471.96 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees ay change during the plan checking process. Signature: Date: 06/28/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS/ Li9k� e'//e , A.P. # O G Co - 3�6 - �oS-BLDG. PERMIT # ,[3 D 7— / `% O ,G} FIRM NAME -,f}- fg-o Lo T/ H'I sd A) ADDRESS /:�Z'3 At O T20 Y W AY CITY, STATE, ZIP___,6V NATURE OF BUSINESS Gp A.) S= CONTACT PERSON{. �,p—r„�2L n PHONE NUMBER 1. Does your business or that of your tenants handle, store, or transport hazardous materials? NO () YES ( ) NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? NOW" YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO (4 YES ( ) IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO- YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative Z- Date A)—' 2 F BCEHD BCAQMD F-1 ❑ BCEHD Signature BCAQMD Signature The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and. Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. Date Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. ., 7 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY I, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR NO) 2. 1(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: 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 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: MEDICAL OFFICE (3588), COV(636) Reference Number: B07-1408 Applicant Name: STIMSON, HAROLD Owner's Name: STIMSON, HA OLD AP # : 066-340-005 Signature of Property Owner: Date: Z 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 C -Iqft�iPP- c.rc waw` National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1408 Date: 06/28/2007 Location: . 14030 LAKERIDGE CIR By: KCG Parcel Number: 066-340-005 Sub Type: Medical Office Owner Name: STIMSON, HAROLD Phone: (530) 873-1308 Description: MEDICAL OFFICE (3588), COV(636) 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: Date: 06/28/2007 Title: O w AJ r� FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at h_ptt://municit)alcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-1408 Location: 14030 LAKERIDGE CIR Parcel Number: 066-340-005 Owner Name: STIMSON, HAROLD Description: MEDICAL OFFICE (3588), COV(636) Date: 06/28/2007 Phone: (530) 873-1308 Signature of Property Owner: Date: 06/28/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING July 31, 2007 Harold Stimson 14340 Troy Way Magalia, Ca. 95954 Assessor Parcel Number: 066-340-005 Building Permit Number: 07-1408 (New Office Building) Thank you for suimitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: (j - how the Cations of the required accessible parking spaces as shown on sheet 10. Show the unloading area between the accessible parking spaces on sheet 7 of the site plan. See the 2001 C.B.0 section 1129B and Table 11B-6. Show an accessible route of travel from the accessible Parking spaces to the main entrance, including any ramps and walkways. Specify on the cover sheet that the 2001 C.B.C. C.M.C, C.P.C. 2004 C.E.0 and 2005 California �( Energy standards as amended by the state of California and the local jurisdiction are applicable to this project. Provide on the site plan, Sheet no. 1, all setbacks; show the proposed distances from the front property line, side property lines, and separation from the existing house. ,SP!' _Label the size of the propane tank and show the minimum distance required from the structure. rovide on the plans a door schedule that specifies the size, type, material, and hardware. Please revise the plans to clearly show the location of required Attic Draft Stops installed to reduce the enclosed attic areas such that any separately enclosed attic area shall not exceed the 3000 sq. ft. area maximum threshold. Specify attic draft stops shall be constructed of 3/8" plywood or 'h" gypsum -board (drywall). 2001 C.B.C, chapter 7, section 708.3.1.2.2, 708.3.1.3. . Clarify the basic allowable area on your code analysis that shows 5000 S.F. See 2001 C.B.C, Table 5B which list it as 8000 S.F. Show on the floor plans all the exterior landings and sizes required at the exterior doors. (2001 C.B.0 section 1003.3.1.7) y vide exit signs as per 2001 C.B.C, section 1003.2.8. ✓✓✓ Locate a 22"x 30"attic access. The opening needs to be placed in an area with 30"inch unobstructed headroom in the attic space above the access opening. (2001 C.B.C, Chapter 15, section 1505.1). E 'cal Comments 1. Revise the plans to show the sizes of 5 electrical service panels and any sub panels. Provide a panel schedule for each on the plans. Accessibility Comments Provide a minimum clear space of 18"on the strike side of the doors to the adjacent wall at the hallways and at the all future partitions. You need show 12" minimum space on the opposite side of the door swing for the bathrooms. Note this minimum distance on the floor plans.(2001 C. .C, chapter 11, section 1133B.2.4.3) evise the accessible bathrooms to show a minimum turning space of 60"diameter inside of the ,—,bathrooms. The corner bathroom doesn't comply. 2001 C.B.C, chapterl 1, section 111513.7.2. 14. he shower unit size must comply with section 111513.6.2.1 & section 11513.6.2.2 of the 2001 J.C. for the minimum size requirements. Please revise the plans to specify that the maximum effort to operate accessible interior and exterior doors shall not exceed 5 -pounds of pressure. 2001 C.B.0 1133B.2.5. Structural Comments 16. Have the engineer review the roof truss reactions loads for members A-1 (3,580 lbs, 6,290 lbs) VA-5 (2,726 lbs, 2,622 lbs) and provide solid supports as needed. erify with the roof truss manufacture for the two roof members A-2 that are adequate for supporting HVAC loads as called out on the section plan. Specify the nailing requirements for the ceiling diaphragm for detail B/9 as noted on page 5 of the structural calculation. 19. Submit two new corrected sets of plans. If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner iepeterson@buttecountv.net Cc: FLT Engineering Philo Hunt, P.E. Plan Check Engineer phunt@buttecounty. net o".. , --i. i- "Stimson" Site Plan Compliance, B07-1408 APN: 066-340-005 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING MEMORANDUM July 26, 2007 STIMSON, HAROLD 14340 TROY WAY MAGALIA, CA, 95954 Regarding: Site Plan Copmpliance, B07-14085 APN: 066-340-005 Our review of the site plan for the above referenced building permit indicates that the site plan is deficient in the following. Corrections must be made to address these deficiencies before the Planning Division can approve this site plan. The site is located within the (Community Commercial) Zone County Code Section 24- 150 C -C: (e) Site development standards. The following development standards shall apply to all development in the C -C zone, except that specific standards may be modified by use permit if the approving body finds that the modification is necessary to provide a superior project design over what would ordinarily occur with the basic standards and that the modified project fits harmoniously with the surrounding area. (8) Landscaping: Landscaping requirements shall be provided in conformance with the provisions of section 24-240.10. No landscaping is shown. Indicate landscaping in conformance with Sections 24- 240.10 below. (9) Outdoor lighting required: All lighting, exterior and interior, shall be designed and located so as to confine direct lighting to the premises. A light source shall not shine upon or illuminate directly on any surface other than the area required to be lighted. No lighting shall be of the type or in a location such that it constitutes a hazard to vehicular traffic, either on private property or on abutting streets. Indicate all outdoor lighting. (10) Signs: Building signs shall not exceed a combined size of one (1) square foot in area for each lineal foot of building frontage. Indicate location and size of all signage. (11) Outdoor trash storage: All outdoor trash storage and collection facilities shall be enclosed by a solid masonry wall or view -obscuring fence at least one (1) foot higher than the trash container. Indicate location, orientation and dimensions of required enclosure. "Stimson" Site Plan Compliance, B07-1408 APN: 066-340-005 Butte County Code 24-240 Parking regulations. (for your reference) (b) Required off-street parking. Off-street parking shall be provided as required in the following schedule: Medical and dental offices. Five (5) spaces for each doctor or dentist but in no case less than one (1) space for each three hundred (300) square feet of gross floor area. Offices: Business, professional, financial, banks, real estate. One (1) space for each. three hundred (300) square feet of gross floor area. Compact car parking: For parking lots containing eleven (11) or more parking spaces forty (40) percent may be compact spaces. All off-street parking facilities shall be designed and laid out in accordance with the following minimum requirements: (1) Compact spaces shall be seven and one-half (7'/2) feet by sixteen (16) feet except when located alongside a structure, pole, post, wall, or fence, in which case a nine -foot width is required. (2) Compact car spaces shall be grouped together in logical blocks, equally distributed throughout a parking lot, and shall be clearly marked "Compact Cars Only." (3) The arrangement of standard and compact spaces shall be approved by the director of development services. (4) Any aisle that provides primary access to a building shall be a minimum of sixteen (16) feet wide. ®r:- MEW 1 1 � 1 1 1 IF 1� �a1Fvt iiiM�il w.r� s,.YaA Veodw f4 1 0 OWN a vl� podow Note 1: I (—Minimum Lot Parking Width Minimum Alongside a Vehicle , Size (feet) Structure, Wall, Post, Pole or Fence (feet) Compact ; 7.5 x 16 9 minimum i Standard ir-- 9 x 20 10 minimum Turning radius shall be a minimum of 15' on inside radius 2 "Stimson" Site Plan Compliance, B07-1408 APN: 066-340-005 Any aisle that provides primary access to a building shall be a minimum sixteen (16) feet wide. Compact car spaces shall be grouped together in logical blocks, equally distributed throughout a parking lot, and be clearly marked "Compact Cars Only." (Ord. No. 3176, § 1(Exh. A), 1-24-95) 24-240.10 Off-street parking; development standards. (for your reference) The following development standards shall apply to all off-street parking lots within the unincorporated area of Butte County: (a) Surfacing. Minimum requirement, dust palliative treatment. (b) Road access and drainage. Road access and drainage for all parking facilities shall be per requirements of the department of public works. (c) Lighting. Any lighting used to illuminate off-street parking areas shall be directed and maintained so as not to interfere with persons using any public street or improvement or to unnecessarily interfere with the use and enjoyment of property of any person. (d) Signs. Directional signs are permitted on parking areas. (e) Screening and landscaping. All open automobile parking areas that contain more than four (4) parking spaces and which abut upon a public street right-of-way shall provide landscaping to a depth of at least ten (10) feet of said street right-of-way with openings for walkway or drive purposes in accordance with county standards. An additional five (5) percent of the gross lot area shall be devoted to landscaping. Each planter area shall be surrounded with a six-inch raised concrete curbing or equivalent. An irrigation system shall be installed in each separate planter area. (f) Fencing. A solid fence at least six (6) feet in height shall be required on all common property lines when any parking facility is established abutting residentially zoned property. (g) Walkway. A walkway, if provided adjacent to a building and parking stalls, shall be at least four (4) feet in width. (h) Repair and service. No commercial motor vehicle repair work of any kind shall be permitted within any required off-street parking area. The sale of gasoline, motor oil or any other merchandise is also prohibited within any required off-street parking area. (i) Location of accessory off-street parking facilities. The location of off-street parking and garage spaces shall be located on the same lot or parcel as the use served except as otherwise provided in this chapter. 0) Existing parking and loading facilities. Accessory off-street parking and loading facilities which are located on the same lot or parcel as the building or use served and which were in existence on January 24, 1995, the effective date of this ordinance [No. 3176], or were provided voluntarily after such effective date, shall not hereafter be reduced below or if already less than shall not further be reduced below the requirements of this ordinance [No. 3176], for a similar new building or use. (k) Parking assessment district. Off-street parking facilities may be provided collectively for all buildings, structures or uses located within a parking assessment district. The parking requirements of this chapter for properties within a parking assessment district may be waived by the planning commission. (1) Computation. When determination of the number of off-street parking spaces required by this chapter results in a requirement of a fractional space, any fraction of one-half ('/2) or less may be disregarded while a fraction in excess of one-half (1/2) shall be counted as one (1) parking space. Each space shall be individually accessible. (m) Permissive parking and loading facilities. Nothing in this chapter shall prevent the voluntary establishment of off-street parking or loading facilities in excess of the requirements of this chapter to serve any existing use of land or buildings, provided that all regulations herein governing the location, size and access design, improvement and operation of such facilities are adhered to. (n) Use of parking and garage facilities. Off-street parking and garage facilities servicing a 3 "Stimson" Site Plan Compliance, B07-1408 APN: 066-340-005 residential use and developed in any residential district in accordance with the requirements of this section shall be used for the storage of vehicles owned by occupants of the dwelling structure to which the facilities are accessory or by guests of such occupants. Under no circumstances shall be required parking and garage facilities servicing a residential structure be used for storage of vehicles or for the parking of automobiles belonging to employees, customers of business or manufacturing establishments. (o) Mixed uses. When two (2) or more uses are located on the same zoning plot or within the same building, parking spaces equal in number to the sum of the separate requirements for each such use as required by the subject zoning district shall be required. No parking space or portion thereof shall serve as required space for more than one (1) use. (p) Handicapped persons parking. Off-street parking for handicapped persons shall be provided in accordance with the recommendations of the office of state architecture regulations as follows: (� �I Number of Parking Spaces i Provided J !� One (1) parking space for handicapped persons (so 0--100 delineated) plus one (1) for every additional forty (40) 1 (parking spaces or fraction thereof Four (4) parking spaces for handicapped persons so I 101--200 identified plus one (1) for every additional eighty (80) parking spaces or fraction thereof T) 'Five (5) parking spaces for handicapped persons plus one 201--500 j I(1) for each one hundred (100) additional parking spaces or ``fraction thereof Seven (7) parking spaces for handicapped persons plus one Over 500 (1) for every two hundred (200) additional parking spaces or fraction thereof Should you have any further questions regarding reached between the hours of 8:00 a.m. and 4:00 7153, or via e-mail at stroester crabuttecounty.net. Steve Tr ester, Associate Planner Butte County Dept. of Development Services #7 County Center Drive Oroville, CA, 95965 (530) 538-7153 these conditions and comments, I can be :).m., Monday through Friday, at (530) 538- 4 0 �PLAN REVEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal, this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a v response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL pLANS_ 7/747r�04/-� ,STIA-/5 D/(j A55tS5uK5 rAKI:t:L NUMZ=M rrKMI 1 NUMt$tK 0�6 - 3,f0- ODS FOR PLAN 9007- UUJLDD UH PLAN CHECK ITEM # I RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON P S/CCAALCS: COMMENT LL g '54-0-�iJ IJ �i o IJ P ., JAG. o— '-' /SLA PLAN CHECK ITEM # 1g., RESPONSE BY: 7--67• E LOCATION ON PLANS/CALCS: COMMENTS: e=c e5z= i PLAN CH=CK ITEM # RESPONSE Sr. LOCATION ON PLANSJCALCS: COMMENTS i PLAN CFL' -CK ITEM # RESPONSE BY: 4D 5711V-fOW LOCATION ON P , Zs' COMMENTS _AJ PLAN CFZCK ITEM # RESPONSE BY: LOCATION ON PLANS/CALLS: f /7'& , 3 COMMENTS pf�`� PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submittaL this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. "By others'' is not considered a valid response. please indicate yc response to each item and the location where the information can be found on the plans/caics. ATTACH TKIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORTGTNAI of a tjc LETTER DATED: ITEM RESPONSE BY: C� f�'��oLD S7'i�-r SD/Ci tr p&- , 74 OTA T - -7-/Z--" S PLAN CHECK ITEM R RESPONSE BY: LOCATION ON PIANS/CALCS: COMMENTS: EECzii — i (!!) e'd 4 L II PLAN CHECK MEM # �� RESPONSE BY. f�,r���j • ��/��o,� LOCATION ON PLANS/CALCS: Pte, 2 -�- 3 COMMENTS: -S -7-0. G. 'f W D, ar5 N G , EECzii — i (!!) e'd 4 L PLAN CHECK ITEM # L* RESPONSE BY: LOCATION ON PLANSICALCS:. - COMMENTS: PLAN CHECK ITEM EEM # /� RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: AJCE/LI til G -S 3 a F -Z– l c ac A u A-r�74 n tzw. . PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. "By others'' is not considered a valid response. Please indicate yc response to each item and the location where the information can bo found on the plans/calcs. ATTACH THIS FORM TO A COPY OE YOUR PLAN REVIEW LETTER AND RETURN WM REVISED AND 0; TGTNA1 M a uc Numts= Lt:1 I tit UA 1 W; PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: PGOL COMMENTS: 4_ SGA 1,3 ✓F MAN biSC1.11 / 1=M Ir JCWrV1YJG o 1. LV6-1I lurl VN 1 L;.4Uv /L+AL'tr': 4T71y 4C0I/ COMMENTS: jL M U V e D I.A.l4'S W I D15 i�)T U A-C-v01.n d D5r'# GLEi4�� w!GF_-=c PLAN CHECK ITEM # �3 RESPONSE BY. LOCATION ON PLANS/CALCS: COMMENTS: _ Ar rt"f-t LA) i [-E A -12-0 AJ 0 S14 W -77 L C ' r -L X'— A -i �L%v1121 _S t_O ��S TU .1)2A / PLAN C100K ITcM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: L �� Tv 1,3 ✓F M PLAN CH=CK MEM # / RESPONSE BY: LOCATION ON PLANS/CALCS: Z f 3 COMMENTS: c FD' 197 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL DI AMC NUM tS tK LIMMIR LL 1 1 CR NA 1 CLI: PLAN CHECK IT:M # RESPONSE BY: n7 LOCATION ON PLANS/CALCS: COMMENTS: C 4-r— G S Oz/ .rG r-s- zp i`� I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMM- COMMENTS: I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANSJCALCS: COMMENTS: PLAN CHECK (TEEM # RESPONSE BY: LOCATION ON PLANS/CALCS: cOMM^NTS: ON PLANS/CALCS: iN USE PERMIT BUTTE COUNTY PLANNING COMMISSION OCT 2 8 2003 DATE: (Certified Mail Rec.) UP 03-02 PERMIT NO. 066-340-005 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Harold Stimson is hereby granted a Use Permit for two single- family dwellings on APN 066-340-005 on Lakeridge Circle, in Magalia. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within two years of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt 'of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Use Permit has been granted is not established within two years of the feceipt .of the Permit by the Permittee, the Permit shall become null and void and reapplication pursuant to Section 24-45 (of the Zoning Code) shall be required to establish the use previously granted under the expired Permit unless, 30 days prior to the expiration date, a request for -one year extension is submitted to the Planning Commission together with sufficient evidence that the time limits for processing development permits under federal or state regulations require time limits which exceed one year. • Upon application, and for good cause by the Permittee, at a public hearing pursuant to Section 24-45.25 above, the Planning Commission may extend any time limitation previously made a part of any condition to a Use Permit. 5. The terms and conditions of this Permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 1 I 6. Neither the applicant, nor any agent nor representative of the applicant'shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director • of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a Permit. Conditions of Approval: Planning Division: 1. Wood stove and fireplace inserts installed in any home within this developmentshall be EPA approved and designed to meet emissions standards of the California Clean Air Act of 1988 as amended (Mitigation Measure #1). Plan Requirements: All requirements shall be noted in the Use Permit and building plans. Timing: Prior to issuance of building permits, compliance with above mitigation is required to authorize fireplace or wood stove inserts. Monitoring: The Building Division shall review EPA approval for applicable building permit applications and shall inspect improvements to ensure construction in compliance with approved permit(s). 2. Measures shall be taken to control fugitive dust emissions from all driveways and other civil construction associated with development. All disturbed areas, including driveways, shall be treated with water and/or other acceptable soil palliatives during and after construction to minimize the creation of dust and to protect air quality in the surrounding area.. The treatment shall be maintained until ground surfaces are stabilized with vegetation or pavement. (Mitigation Measure #2) Plan Requirements: The conditions shall be noted in the Use Permit. All requirements shall be shown on building plans. Timing: Requirements of the condition shall be adhered to throughout all grading and construction periods. Monitoring: Building inspectors shall spot check and shall ensure compliance on-site. Butte County Air Pollution Control District inspectors shall respond to nuisance complaints. 3. Should grading activities reveal the presence of cultural resources (i.e., artifact concentrations, including arrowheads and other stone tools or chipping debris, cans, glass, etc.; structural remains; human skeletal remains), work within 50 feet of the find shall cease immediately until a qualified professional archaeologist can be consulted to evaluate the remains and implement appropriate mitigation ' procedures. Should human skeletal remains be encountered, State law requires immediate notification of the County Coroner. Should the County Coroner determine that such remains are in an 2 archaeological context, the Native American Heritage Commission in Sacramento shall be notified immediately, pursuant to State law, to arrange for Native American participation in determining the disposition of such remains. (Mitigation Measure #3) Plan Requirements: The condition shall be placed on the Use Permit. All requirements shall be shown on building plans. Timing: This measure shall be implemented during site preparation and construction. Monitoring: Should cultural resources be discovered, the Planning Division shall coordinate with the developer and appropriate authorities to avoid damage to cultural resources and determine appropriate action. 4. Watershed Protection Zone Erosion Control Measures: (a) All driveways for this development shall be surfaced with at least two (2) inches of Class 2 aggregate base, unless required to be developed to a higher standard. (b) All roads created as a result of this development shall be surfaced with a minimum of two (2) inches of Class 2 aggregate base, to a minimum width of twenty (20) feet, unless required to be developed to a higher standard by other code requirements. This standard shall apply from a maintained. County road, or existing road of a higher standard, through the parcel being divided. (c) All roads and driveways shall meet the minimum requirements as prescribed by Public Resources Code 4290 and 4291 and Butte County Fire Safe Regulations, or as prescribed by the Butte County Department of Public Works. (d) Erosion and sediment control plans, including provisions for wet weather conditions, shall be submitted with all Building permits, discretionary development projects, and grading plans, excluding structures that fall under the provisions of Section -26=3.1 of the Butte.County Code. The erosion and sediment control plans shall include both temporary (first year) and permanent erosion control protection measures that prevent sediment and other pollutant discharges from reaching watershed drainages and streams. The erosion and sediment control plans shall comply with the recommendations of a qualified professional involved in the preparation of erosion control plans. Said plans shall be reviewed and approved by the Department of Development Services. (e) The erosion and sediment control plan shall include the time of year for construction activities. No soil disturbance shall occur after November 15 or before April 1 unless the Director of Development Services, or his or her authorized agent, determines project soil conditions to be - adequate to accommodate development activities. All such areas where land clearing has been completed between April 1 and November 15 shall be revegetated, hydro - seeded, mulch protected or otherwise stabilized no later than December 1. Should grading be permitted during the rainy season, the smallest practicable area of erodible land shall be exposed at any one time and the time of exposure shall be KI J minimized. Temporary erosion control measures shall be in place on a daily basis. (f) No structures shall be placed within two hundred (200) feet of the high water . mark of the Paradise or Magalia Reservoirs or within fifty (50) feet of the top of the bank of any perennial or ephemeral water course, as shown on the most recent edition of USGS 7.5 minute topographic maps, in the Firhaven Creek, Paradise Reservoir, and Magalia- Reservoir watersheds. This provision shall not preclude development on a parcel that would otherwise become undevelopable due to this provision. (Mitigation Measure #5) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: This measure shall be implemented during site preparation and construction. Monitoring: The Planning Division shall ensure compliance with all erosion control measures. 5. The applicant or developer shall be required to submit a development impact fee for Sheriffs facilities shall be paid pursuant to the'provisions of Chapter 3, Article II of the Butte County Code, prior to issuance of building permits. The fee amount would be determined and calculated as of the date of application for the building permit. (Mitigation Measure #8) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: The mitigation shall be required prior to the issuance of building permits. Monitoring: The Butte County Planning Division and Building Division shall ensure compliance. 6. A development impact fee for school facilities shall be paid prior to issuance of building permits. The fee amount would be determined and calculated as of the date of application for the building permits." The fee amount would be determined and calculated as of the date of application for the building permit. (Mitigation Measure #9) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: The mitigation shall be required prior to the issuance of building permits. Monitoring: The Butte County Planning Division and Building Division shall ensure compliance. 7. The residential developer shall be required to install a sound deadening wall or planted berm of required size at the time of construction of the residential units (per Butte County 4 Code 24-150(e)(12)). The wall or berm shall be required along the property of adjacent commercially zoned parcels in the location of the residential units. If the subject parcel is developed in the future with a commercial use, a wall or berm of required size shall separate the on-site commercial use from the on-site residential use. 8. Development fees for the proposed residential improvements shall be paid prior to the issuance of Building Permits. The fees shall be those in effect at time of application and shall include, but not be limited to, Park and Recreation District fees, Water and Sewer Service Fees, Permit and Plan Check Fees, and Fire Protection Fees. 9. The residential dwellings must meet all applicable setback requirements upon issuance of building permits. 10. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. 11. All outstanding application processing fees shall be paid prior to issuance of the Use Permit. Public Works 12. Prior to site development and building permit issuance, a permanent solution for drainage shall be submitted to and approved by the Department of Public Works. The drainage plans shall specify how drainage waters shall be detained on site and or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be no increase in the peak flow runoff to said channel or facility. (Mitigation Measure #7) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: The drainage plan shall be required prior to the issuance of building permits. Monitoring: The Department of Public Works shall be responsible for ensuring compliance with this mitigation. 1-3. Prior to the issuance of building permits obtain encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. 14. Prior to issuance of building permits, the applicant shall pay a pro -rata cost share for congestion reduction improvements at the northerly intersection of Lake Ridge Circle and the Skyway. Environmental Health Division 15. Butte County Environmental Health Division Requirements: 5 (1) Prior to the issuance of a building permit, meet the sewage disposal requirements of the Watershed Protection Overlay Zone (Butte County Code Section 24-235). (2) Connect the proposed development to a public water supply. (3) Prior to issuance of a building permit, provide a "will serve" letter from Del Oro Water Co. stating that Del Oro Water Co. is willing and able to provide water to the living units proposed. (Mitigation Measure #4) Plan Requirements: The conditions shall be placed on the Use Permit and shall be shown on building plans. Timing: This measure shall be implemented prior to site development. Monitoring: The Environmental Health Division shall ensure compliance with requirements. 16. Prior to issuance of a building permit the applicant shall meet the sewage disposal requirements of Butte County for the installation of sewage disposal systems. California Department of ForestryButte County Fire 17. Butte County Fire/California Department of Forestry Requirements: (a) Construction, installation or development of structures or facilities within this development shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulation in effect at the time of application for improvement permits. (b) Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. (c) A pressurized community water system for fire protection is required. The specific locations and fire flow requirements shall be in accordance with the Fire Department specifications and to the satisfaction of the County Fire Warden. Average required hydrant spacing shall be 500 feet, hydrant size shall be 6 inches, and residual fire flow shall be 1,750 gallons per minute. Submit plans to the Fire Department for review and approval prior to construction of facilities. One additional fire hydrant shall be required. (Mitigation Measure #6) Plan Requirements: The mitigation shall be placed on the Use'Permit and shown on all building plans. Timing: This Mitigation shall be implemented at the time of site construction and prior to issuance of final building permits. Monitoring: The Butte County Fire/California Department of Forestry shall ensure compliance with the requirements of this mitigation. 0 18. Fire hydrant identification, reflector or post reflectors shall be installed acceptable to the County Fire Warden. County Counsel 19. If this entire matter or any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to defend, indemnify and hold the County of Butte harmless from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied Dated: D C i s' f,03 Applicant NOTE: Issuance of this Use Permit does not waive requirements of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Assessor Town of Paradise 7 „ DOTES RESIDE- .I 066-340-005 T 03-3858 P RMIT NO. STIMSON, HAROLD & LINDA tF616LAKERIDGE CIR, MAGALIA y; Cont: STIMSON CONSTRUCTION ). NSF j r I ' (o —o .. �} SPECIAL CONDITIONS , t r 'F CHECKED ,BY SRA 1. FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ: SPECIALINsper_Tr=s y VER OFFICE COPY USE` Address SUB Y GAS Date7— j • Meter By ELECTRIC Date ` Meter By 1 �. �`� JOB FINALED (Date)"�✓ I Signature r i J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDiRFLOOR (Plans) OK except #'s 1. tg. Main; Soils-Elec. G .-/ U Ftg. Depth f YF,4., Garage; Soils-Steel-Elec. Grnd.-/A✓/" Ftg. Depth j 4. Ft 2., Porches & Decks; Soils -Steel-/ /" Ftg. Depth ti 5 mwalls, Main; Steel-Blockouts-Wrapped 6a/Hold Downs and Special Anchors 7. SI ti, Steel -Wrapped ie -Fire lace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test LIA-Va--ter Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Plenums & Ducts; Clearance -Material -Support -Ins. Sills -Anchor Bolts-Joists-Vents-Crippies 11C Agce entilation 16. Insulation Date (_ 11 '�`1 Card B-1 (,IIFLA, Date Card B-1 Date t 7 p y Card B-1• ,Va4 Date Card B-1 Date PLU ING Permit OK except #'s ygo�OrHtr.; Vent -Access -Combustion Air Baffle 1 ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection er Pan; Test, First Floor -Tub Access Te Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors pnnkler; Test Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 ec. Receptacles Spacing -Lights & Switches at Doors ix!! ¢ Boxes & No. of Conductors Stapled 22,Aomex Installed Close to Edge of Studs & C.J. 46) Equip. Ground made up w/Mech Fasteners -Bond Gas & Water nce Circuits in Kitchen & Conductor Size GFI feed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31� Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al _ Ins2Wd Neutral ❑ Yes ❑ No ervi a -Riser Conductors & Ground Main Disconnect N3-15quip. Clearances Panels-Motors-Mech. Equip. �oth Closet Light -Shower Light -Spa Light oke Detector sz Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 6Y 37. Vent Fan, Exhaust above insulation ,t38. Condensate Drain & Overflow, Size & Grade 9. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA ING (Permit) OK except #'s 1 Ws Proper Materials & Anchors 4 IIs Studs -Nailing Spacing & Braces -Plates -Sound 48. earing Walls over QkTe-r-s-& Floor Nailing 4Wire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date , FRAMING (Continued) / / `J ✓�/ 4j, -an oist-Rftr. Ties- Purl in -Roll Br .-Tru - iri .-Rtng. 49. F' place Ties or Type A Flue- Fireplac-e-TMMSMlearance 5 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel Property Line Firewall & Openings Ml E*t ^oors-One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5z -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 4 1 59 G,670na Area -Glass Protection-Skvliahts-Plastic Wall Panels 63. Infiltration -W IIs -VV' dows Date j1 ' of Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure . 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection - 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing t 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Comments at Final: J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Elec.; Receptacles and Lighting, Distance-GFI 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater, 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date `Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected=C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. • 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3.. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6.. Water;.MH Test 7. Water, and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors . Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric - 8. 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1 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-lrs. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test. 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date. Card B-1 ,r CertainTeed M , � Builders Statement �Homeowner Name / Jobsite Name Home Address j Installer/Contractor (sign) Builder (sign) Inspected By (sign if required) CertainTeed© Insubak 4 Fiber Glass Blowing Insulation Company Name Company Name -41+ c'E/2( P 6-�c ) Date Date Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. INSTALLED 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: abs.) 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 14'/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 73/4 13 1 7.7 1 129 0.209 51h 11 1 6.6 1 151 0.179 ' 43/4 K 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 ©2003 CertainTeed Corporation 10/03 R -VALUE THICKNESS AREA (SQ. FT.) INSULSA 4 (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS zWALL)2- WALLS S 19 546 FLOORS 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 ©2003 CertainTeed Corporation 10/03 Manufacturer Insulation Fact Sheet This is CertainTeed Corporation I nsu Sae 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW CertainftedM The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain aBags Thermal Resistance (R) of: 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: (lbs.) 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 0.712 104 38 22.8 44 0.615 W4 30 18.0 56 0.485 12 26 15.5 65 0.418 1012 22 13.1 77 0.353 9 19 11.1 90 0.301 73/4 -13 7.7 129 ' 0.209 5'/ 11 6.6 1 151 0.179 41/4 R -values are determined in accordance with ASTM C 687 and 518. 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. Based on a design density of 1.6 pcf/25.6 Kg/m3. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain aBags Thermal Resistance (R) of: 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: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 5'/2 16 19.8 51 0.533 4 15 17.9 56 0.483 31/4 14 17.3 58 0.467 3'h READ THIS BEFORE YOU BUY What you 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. • Apr. 5. 2005 9:14AM MEEKS CHICO No.9943 P. I ,Ian -20-00 07:23A wbdc 91668s2833 P.02 A PA I'�V. a Certificate. of Con'formance Certificate 052736 THIS IS TO .CERTIFY that the glued laminated timber -pr6ducts identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable stain arils and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Cornbindtlons 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 Engineerw Wood Systoms (EWS) Quality Assurance program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ,61 c0u, [c, was' 6ckO to 4o t4a,�44 i�g4LVVU<,-- , bit 1�e2���� CLP*- a,v, e- 2.4 -F u;4 g2cGt . ma- OR4r. Ss� SEAL W ti by -- 0'fL AU=a.,., Thomas G. Williamson Executive Vice President ENOavEEREO nvoo SYSTErrU,s s rosea cowration of AAA -.rr(E EMG10VEERW 14600 ALMC01TION 701. t South 191h fSVG#I . po.'aw + j 700 . TXeaTa, wA Ops 11-0700 7414100AOf e: (253) 566-8800 - Far Pj4om6 r (?S3) SCS -7"S NOTES RES16 NTAL PERMIT N0. — ~W-340-005 — '03-3859 t STIMSON, HAROLD & LINDA A�5 ZLAKERIDGE CIR, MAGALIA Cont: STIMSON CONSTRUCTION ' NSF ` AdA" i Y } SPECIAL CONDITIONS CHECKED BY SR FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY OFFICE COPY Address/9'B2 4*I -,,YGPW �f" 1 GAS 1 Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) v` '" Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date AINDRAFLOOR (Plans) OK except #'s 4;e`F g., Main; Soils-Elec. Gmq./ /" Ftg. Depth T_Xtg., Garage; Soils-Steel-Elec. rnd. /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth ig. emwalls, Main; Steel-Blockouts-Wrapped fia,-ilold Downs and Special Anchors (�) D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test meter Pipe; Test -Anchors -Regulator -Service Test 12. Electric Un 13. PI Ducts; Clearance -Material -Su -Ins. Girder n - ipptes 15 Access entilation 16. Insulation Date 6 - Card B-1 L/64t/ Date4,8 D o Card B-1 uJ Card B-1 Date Date Card B-1 Date f PLUMB (Permit) OK except #'s I 1 ater Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection mer Pan; Test, First Floor -Tub Access 1 & Shower, Second Floor -Tub Access s Pipe; Sixe & Anchors � rinkler; Test Dam Card B-1 Date Card B-1 Date ; Card B-1 Date Card B-1 Date 'ELECTRICAL (Permit) OK except #'s 2 ixt & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors 26. oxes & No. of Conductors Stapled 2T._Ri5mex Installed Close to Edge of Studs & C.J. 2gooEquip.Ground made up w/Mech Fasteners -Bond Gas & Water 2 A pliance Circuits in Kitchen & C nductor Size GFI ubf Wire Size/ /ga. A.C. Wire Size/ /ga Cu or Al ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No Riser Conductors & Ground Main Disconnect 83!5Z' . Clearances Panels-Motors-Mech. Equip. loth loset Light -Shower Light -Spa Light 5 moke Detector Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M CHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 7. Vent Fan, Exhaust above insulation ', jCoMensate Drain & Overflow, Size & Grade A- 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet / 40. Attic Access & Platform if Furnace in Attic Dateii�y Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4V. Sill Proper Materials & Anchors 4 s Studs -Nailing Spacing & Braces -Plates -Sound 4 ring Walls over Girders & Floor Nailing 4 r op in Walls (rat proof) 45 i Stops, Furred Ceilings -Stairs -Chasers -Tubs 46SOTleaders & Beams -Size & Bearing Date FRAMIN (Continued) -Uktangers-Post Caps -Anchors -Connectors _ . Clicw. Joist-Rftr. Ties-Purlin-Roll Brac Truss-Shtin .-Rtna. Ties or Type A V"7-5tArdrm. Windows or Exiting Doors -Sill Ht. & Dimensions age Fire Protection Framing -RC Channel 3 perty Line Firewall & Openings ,54. Ext. Doors -One 3' -Check Garage 3rd Storv. 2 Exits � ' ; Width -Headroom -Rise -Run -Landing -Fire Protection . PLvwood on Roof Overhang -Attic Vents -Rafter Outriggers ai' Siding -Nailing Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 0. S ar Walls; Nailing -Bolts racg Interior/Exterior Wall Panels nsulation-Walls-Ceilings 63. Infiltration -Walls -Windows Date Card B-1 pate Card B-1 — Date Card B-1 Gate Card B-1 Date FINAL (Plans) OK except #'s t - Steps -Door & Sidelight Protection -Landings G W. Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In .,garage; Above Floor -Ducts Meth. Protection B Broom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa ('69,/Elec. Trim & Subpanel. Breaker Sizes & Labels Z0!Stai -& Rails 71-1rireplace or Stove, Clearance -Hearth 7 c. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter rage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. inGarage; Above Floor-Mech. Protection - RB,'PIb.; Elec. & Mech. Equip. Listed for Location . EIec. Receptacles in Garage (F.F.I.)-Romex Protection In ulation-Foam-Looked in Attic 8 . G rd Rails & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ C rance Looked under Floor O Yes lowin Instld./Drive 0 Yes 0 NoMalks 0 Yes O No/Planters 0 Yes 0 No St cco Brown -Finish A.0 Unit Disconnect, Electrical -Plumbing 8 . en .Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 . ater Well, Disconnect, Electrical, Plumbing 86 --Exterior Elec. Trim, G.F.I. Receptacle -Underground 94!Correcti2from Previous Inspections �l Q- 92. Gas Meters Tagged, Gas -EI 93. Water & Sewer Connected -C/O to Grade -HD Ap roval 94. rgy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch 3. Sewer;'Location-Test-Fall-C/O-Concrete Zoning Requirements -Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE.HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected. -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch . 11. Cert. of Occupancy Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM. (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test. 6: Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11:, Verify #'s.with Office Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining- 4. Elec.; Receptacles and- Lighting, Distance-GFI 5., Elec.; Pool Lighting; 15 Volts-GFI , 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Iris. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 CertainTeedll � Builders Statement r� L -A • 9CAro Id S 4-wtion Ho jmeowner Name / Jobsite Name I yOA14- 6 40kerl Home Address INSTALLED MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Installer/Contractor (sign) Contents of bag should not cover more than: (sq. ft.) eight per sq. ft. of ` installtidonsulation should not be lei`s than:. abs.)"' Builder (sign) 60 Certain78ed® InsulSak"4' Fiber Glass Blowing Insulation r1Q�l� Company Name Company Name I -It 03 Z� 3_/Y'o3e__ Date Date Inspected By (sign if required) Date n R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIG`AT= )POUNDS PER SQ. } INSTALLED 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.) eight per sq. ft. of ` installtidonsulation should not be lei`s than:. abs.)"' Should not be less than: Cin.) 60 36.5 27 0.986 22 49 29.6 34 0.800 \_ ; �, 181/2 44 26.4 38 0.712 — - 163/4 38 22.8 44 0.615 j 143/4 30 .18.0 56 0.485 I 12 26 15.5 65 0.418 10'/2 22 .13.1 77 0.353 9 19 11.1 90 0.301 73/4 13 . 7.7 129 0.209 51/2 11 6.6 151 0.179 43/4 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. J 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 ©2003 CertainTeed Corporation 10/03 R -VALUE THICKNESS AREA (SQ.FT.) INSULSAFE ✓) BAGS USED BATTS/ROLLS(✓) CEILINGS WALLS FLOORS 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. J 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 ©2003 CertainTeed Corporation 10/03 Manufacturer Insulation Fact SheetCertainTeed0l This is CertainTeed Corporation InsulSafe4 cinTeed© Fiber Glass Blowing Insulation ...,w CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: 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: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'h 44 26.4 38 0.712 163/4 38 22.8 44 0.615 14'/4 30 18.0 56 0.485 12 26 15.5 65 0.418 102 22 13.1 77 0.353 9 19 11.1 90 0.301 71/4 13 7.7 129 0.209 5Y2 11 6.6 151 0.179 4 314 R -values are determined in accordance with ASTM C 687 and 518. 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. Based on a design density of 1.6 pcf/25.6 Kg/m3. 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 100 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: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 7'/4 22 27.2. 37 0.733 Yh 16 19.8 51 0.533 4 15 17.9 56 0.483 31A 14 17.3 58 0.467 A READ THIS BEFORE YOU BUY What -you 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. • • �'Fl- 0. 2UUh uJ:l4Al4 WLLKS ( 14 1 ,0 N.,Q�i P jam -20-00 07:23A wEydc S16685ZB32 Fy , d22 A WPA EM -40, Certificate of Con'formance Certificate 052736 THIS IS TO .CERTIFY that the glued laminated tin, ba% Nr6duct; identified With a collective mark of Engineered Wood Systems (EWS) were manufactured in accorpant;e with Oho applicable si�rtb�c�s and associated specifications indicated below; ANSI Standard A 190. 14D92. For Wood Products - Structural Glued Laminated Timber NER-466,Glued Laminated amber Cormbirsatlons And "GAP" Computer Program ror Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the A 4 EWS trademarked structural glued. laminated timber members were produced in a manufacturing tacitily subject to regular audits in accordance with the Engineered Wood Systems (EWS) Ouality Assurance Program. Routine a.udit6 include inspactien of the manufacturing process and evaluation of the in -plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and giueline bond duality. ��•��.o w °Qo :,t`�� ta�Ap044rer' SEAL ia-. --r ID N G _.. till � �( t. �G ins �SU�J� t�� 4-o f4a-6(,c- i�g4LVVUI� �l, b�1 t- G e CCam Wk• 5A w by y� 2.4 F U�4 q 2C4 . Thomas G. Williamson Executive Yes Presidont UVOINEERW IsVW SVSr6'&W 19 a Fated CwMmiion of APA — rHE CNG10WEEAW MMD nS-W)rur#00W 7011 Swum •qh r,"oi • R0.18" t t 7oo o he8mv_ WA 9" t t -0700 ,!kgwts.• 1253) 50-000 • Fax %m4h r. (253) S93 -7"S COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03 Err, -J ASSESSOR PARCEL NUMBER 4 rn . g ' �r ZONING ON IING BUILDING PERMIT OWNER r- TELEPHONE SO. Ff. OCC. BUILDING VALUATION -��%Ci K I DCX5 , OWNER'S MAILING ADDRESS 1,434c TI. r./ YYA1A 6,1712.— CONTRACTOR'S NAME ,r+' 'trr��r��.1 C._-•LJn1 �T TELEPHONE 873 • OBOE; 37 GC`V CONTRACTORS MAILING ADDRESS I A 4 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 1 BUILDING ADDR S 14031 i,n u r f., t r.) 4e. j �+ I-, e- c. F (~ , A' ,, L , O, Energy Plan Checking Fee $ ? _, $ PERMIT FEE $ Fe 3 1, ?r LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY_____ Each Trap $ 7.00 -(G- Solar or heat pump water heater 23.00 Water piping 1 15.00 fir - Each as water heater or vent 1 15.00 15:- TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 1 15.00 #r..— f,"New Building sewer 1 15.00 1 Mobile Home I S I G I W 920.001. PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 L 600V OR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. -, -+.++ Class Lic. No. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TD 46. 00 . NEW CONST DWWELEELING oCcuP. CU OR ( MACC. so 3.52FT . ��1. A4 cod in ouBUDS. NON-RESID. LET @7.50 POWER APPARATUS aEU CIR. EX. Occup. OUTLET OR FIXTURES zo @ "'OWNER BAIL 0 .50 Fac. Occup. cv,EEmDAR DE,L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23:00 PERMIT FEE $ 1f 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. 0-I'I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier -) ?ti Policy Number "7 e `i' (The above sections need not be completed if the permit is for work of a valuifition of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ?? �/ , X mac' W , r_/i,( ��„ � .:.. r Date 1 Lr .:' 7 1 /� j-_ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 1 11! " Cooling I Hood 1 6.50 Ventilation 1 PERMIT FEE $ �"�• "' Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ 10 3f► + , 77 HAZ. D. FEES y IMP v FLOOD X CDF OF PARCEL PD ., HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ��� Tj ( !!-� � 1"4,' Byfj VL,CDate PERMIT EXPIRES ON C 0-d Date Receipt No. Vrt4: -..4// 1',:4, 7 #4rrFJ7-7 f, (rte -q -A.— WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINW-INSPECTOR GOLDENROD -APPLICANT I. 6Z .-- ; AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE r7 7 OROVILLE, CA 95965 y J! 15 2004-002-7093 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:28PM 07 -May -2004 REC FEE 13.00 CONFORM 1.00 COPIES 3.00 Travis Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 3, -?v SSE 7- " o N E „ Date 40 a �/ -7 PROPERTY OWNERS: .41A)D) C, S7-1n1,50A) State of CI County of On MAV 7,7AL'#\ before me, personally appeared personally known to me (or proved to me on theb of satisfacto evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledgeo that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signat (s the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instr ent. WITNESS m_v hand and officials . Seal: 9 p 5EP �rTNPKRISTEN MAG II A.P. # T ;` ' Comm. #14725 O _ NOTARY PUBLIC CALIFORNIA 0 BUTTE COUNTY Vis_ p My Commission Expires Feb. 24, 2008 b KRISTEN MAGGITTI V Comm. #1472558 D NOT.4R'� PUBLIC CALIFORNIA Q 131,jVE COUNTY J Ce'tCr iasion Expires Feb. 24, 2008 d -► 1` �i STATE OF California COUNTY OF Butte On / —0 i before me, Wendy Cser, Notary Public (Name, Title /of Officer) personally appeared �T �� ICI "l ' J r U (�i/�- �►'iG� L ��� `'�G�V� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS may hand an of cial se I. (Signature of Notary Public) 0'. WENDY CSER 0. COMM. #1306527 U) jR NOTARY PUBLIC CALIFORNIA V BUTTE COUNTY r �> My Commission Expires Jun. 27, 2005 (This area for notarial seal) Joint Protection Policy EXHIBIT "ONE" Order No. 302912 Polio,,, No. 27-01.90 765515 Lot 23, as shown on that certain Map entitled, "Skyway Plaza", filed in the Office of the County Recorder of Butte County, California, on February 28, 1973, in Book 43, of Maps, at Page(s) 8; 9; 10 and 11. Excepting therefrom all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land herein described, and that no damages shall be done to the surface area of the land described herein. Assessor's Parcel No: 066-340-.005 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ; APPLICATION AND PERMIT o3'3851 --r ASSESSOR PARCEL NUMBER ��� • 3 4/0. 005 ZONING G-c/w P BUILDING PERMIT OWNER Sn N4 5.0d ���'2 oua� •� Lt •.t psa TELEPHONE SO, FT, OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS1+3 70;2o)l w.4 A6*LL JA Q5164- 4 U 8 711. r CONTRACTOR'S NAME �• so t:�O�lsT TELEPHONE S 3. KIDSGAJ -73 3 2 ^ _" 0 `f - CONTRACTORS MAILING ADDRESS 143 TQo CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ qp I ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 Permit Fee $ 5 - ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ :3 J9q BUILDING ADDRSS I •L�`►�Et21 DGS G 32 tock vroau�► Energy Plan Checking Fee $ 23 -- $ PERMIT FEE $ 10 3 1. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 8 7.00 5�. Solar or heat pump water heater 23.00 Water piping t 15.00 15 -- Each as water heater or vent 1 15.00 1 5 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 1 15.00 Is. -- s. -New Building sewer 1 15.00 Is. Mobile Home I S I G W @20.00 PERMIT FEE $ 134- ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200AORLE 23.00 23,-- 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.P License Class J3 Lic. No. 3 S �Il/� 'OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00SS NEW CONST. DIN LING OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.5¢FT. G9. ONST TpµRESID ' MULTI -OUTLET @7,50 OWER APPARATUS 8 SINGLE OURET CIR. Ex. Occup. OUTLET OR FIXTURES 20 p 1.00 �L @ •50 Ex. OCCU FIXEDAPPLJS. OR OUTLETS RESIO. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 111.44 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the erformance of the work for which this permit is issued. 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 ? - (� 4 (The above sections need no�be competed the permit is for work of a val tion of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comply with those provisions. X Date Z)jeG��; I 1J,3 nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 1 15. Cooling i ?p, -- Hood I 6.50 &.50 Ventilation r 4 , 4. s PERMIT FEt $ 41& Mobile Home Installation Fee $ Energy Inspection Fee $ -4,-- occ CONST. TYPE TOTAL FEE $ 1 1:3Q I. M HAZ D FEES IMP v FLOOD X CDF PARCEL � PD HD ISSUE This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated ove for which f e h e been paid. C By D to J PERMIT EXPIRES ON ate Receipt No. 394-254-// 1324.37 /1405827 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I -- U-�>Dq NTY OF BUTTE - DEPARTM T - 4EVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO APPLICATION AND PERMIT o 3- 38s9 SORPARCEINU 005 QG il�/g� BUILDING PERMIT err M s'o►.l. E -i -A -2o L.o -t- 'L� ,j D 4- TELEPHONE so. FT. OCC. BUILDING VALUATION i Sod t2 81 Doo s ►wuNG ADDRESS 143 % TP -c, W±�Y 484 u 6-7)2- MMCTORY rUJ.1E Sal r-1 soj-� Cn"s•r TELEPHONE 873 1 308 32, 0u B� rolls ►tANNO ADDRESS ONlENDEA • Fireplace { � wuuNc ADDRESS Total Valuation ARCHITECT OR ENGINEERFiling NO.Fee '• $ 20.00 Permit Fee 5 S - ARCMTEGT OR ENOWEM S MQUNG ADDRESS Plan Chackin Fee 5 `—'3 ia G . 43 BUILDWr ADDRESS 14o3ziGE 12IoGE Ccr�cc Energy Plan _Checking Fee S 2 3�• -_- S r ' PERMIT FEE t IDT NO.SUBDN61DN5 NAME PAROEI MAP PLUMBINGPERMIT Fling Fee 20.00 Each Trap _ USEOFSTRUCTURE SF 0/"Duplex ❑ Mobilahome ❑ Other SPMFY Solar or heat um water heater's Water piping 23.00 1 15.00 15.E Each gas water heater or vent 15.00 TYPE OF WORK New IlAdd•Ifiw.. ❑ Remodel ❑ U06es ❑ Installation ❑ Other ❑ - -P 03- o m- Describe Work' 14sr- U IT 2—12E�Ar12 "6 E Gas piping system' 1 - 5 outlets 1 15.00 i S. Bulfing sewer I 15.00 Mobile Home S G W @20.00 10 E PERMIT FEE $ ELECTRICAL PERMIT jFifingFee 20.00 Main Service x"ow oa L ss ( 23.00 + tv " \ Q 1 (/ �' �✓ WEEMSMisc. Silk8� �o • r 3�p, S� T O44 " -75,37 ` w / 3 Main Service 20" TO IDWA 46.00 NEW CONST: OWE3LM DCCUP. 3.50 So. DR AD NS.0795 i ACC. MULTI -OWLET .. N,µPfftw 6m. • AW14 MCLq @7.50 i SMFaWERL.E AF7OVRETARATIS G Ex. Occup. OVnET OR FWrURES zo @ t.50 EAL O .60 . Ex. Oeeu nFrse'PPues'D vo�L S.OD Temporary Service 23.00 d Mobile Home Facilities 20.00 Wring 23.00 PERMIT FEE S ` MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin ( 20 a0 ao Hood 1 6.50 (o. So Ventilation 1 +,50 4.50 PERMIT FES S F A4� Mobile Home Installation Fee S 00 Energy Inspection Fee S Dec ��T• TM� TOTAL FEE $ �• D. E3 CDF ND esSUE This permit is hereby issued Jnder the applicable provisions of the Butte County Code and/or Resolutions to do wor , indicated above for which fees have been paid. 1gg1 t , By Date PERMIT EXPIRES ON 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 %'-PERMIT NO .ey 12196) APPLICATION AND PERMIT ASsesSORPAACFINUMBEA ZONING BUILDING PERMIT f OWNER TELEPNOHE SQ. FT. OCC. BUILDING VALUATION OWNERS MARJNO ADDRES6 =NT CMA's NUAE TELEPHONE ' coNTAACTORS MMUND ADDRESS ccNSTRUCnoN LEWER - Fireplace LENDEAs mQUNZ ADDRESS Total Valuation S AACHREel OR ENGLNER uCENSE NO. Fifinq Fee $ 20.00 Permit Fee ti - AACNrtECT'OR ENOMM;M MAAM ADDRESS Plan Checking Fee S SULLMGADORM Energy Plan Checking Fee S ' PERMIT FEE S LOTS, .._ 6UBDN6gNSNAME PAnDEL MAP PLUMBING PERMIT Firing Fee 20.00 ---- USEOFSTRUCTURE SF ❑ Duplex ❑ lJbblehome ❑ Other SPEcav 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 ❑ UBlties ❑ Installation ❑ Describe Work: Other ❑ Gas piping system* 1 - 5 outlets 15.00 Building sewer 15.00 Moble Home S ' G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Firing Fee 1 20.00 Main Service 2oa OORR LESS 23.00 - I . - {� I _ SA A)k rMECHANICAL sarAy. T ' e w4wr •.. Joe ��• . - •..� 1 �4� Main Service 2D" To t000A 46.00 NEW CONST: OWELLYNG oCCUP. 3.5¢ OR ADDNB. a AGC. BLDS. " rftw wNA6m' MULTI -OUTLET f @7.50 - /"� POWER APPARATUS / i MMOLE OUTLET CRL . 20 Ez. Occu • . • ov ET OR FIXTURES DAL ® .50 . Ex. Occu' . ,n,E, o S.00 Temporary Service,, 23.00 Moble Home Facilities ' 20.00 Misc. Wiring 23.00 PERMIT FEET = PERMIT, I Firing Fee 20.00 Heating Hooling d Hood I� I 6.501 Ventilation f_ PERMIT FEi= S Mobile Home Installation Fee I S Energy Inspection Fee ! S Oce �Nsr. TTPE TOTAL FEE $ D. FEES IMP FLOOD CDF PARCEL PD 165UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or, Resolutions to do work indicated above for which fees have been paid, By Date PERMIT EXPIRES ON 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: ST? 5 60 ASSESSOR PARCEL NUMBER C>&6,,3 4-0 • Oa 6 Proposed Building Use: A.(5 is "IT 2 - )Q CAP- Counter Technician: ' Date: t 1V311O 3 Items required in order to apply'for a permit. All boxes MUST be checked OR marked NA in orde to apply. -fl� 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. -05 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. .0 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. - ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Site plan and business license approval from the City of Biggs. ❑ 12. Letter of intent for non-residential buildings. ❑ 13. Detached Accessory Building Form filled out by the owner. ❑ 14. Hazardous Material Form. / 15. Sanitation and site plan approval from the Environmental Health Department in M Chico ❑ Oroville, as applicable. ; ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers ❑ 18. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office 19. Soils Report and/or Engineered Foundation required 20. Erosion Control Plan Required. a' iG 21. Fees as shown on the attached Schedule of Fees Due Sheet. 22. City of Chico Plumbing permit. 23. California Department of Forestry Ian approval ftpaid.' J G� 24. Planning approval for (A) Use: B)Parking: (C) Parcel Check: 5--`I 25. Contact Land Development about Improvements, _Drainage. r^e ofE ^-0f#14^ ftp 26. NPDES Form 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 28. Pre -Inspection for required. ❑ 29. Contractor's license information. (Number, Name Style, Classification). ❑ 30. Worker's Compensation Carrier and Policy Number. ❑ 31. Owner -Builder Verification (_ Given to owner, _ Mailed to owner). 32. Letter of Signature authorization. 33. Recorded copy of Agricultural Acknowledgment Statement. 34. Manufactured home utility clearance. ❑ 35. Existing violations and/or expired permits. ❑ 36. Deed Restriction. 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: 3 U.5 e-�.,,.�� L1sN )+leev* CIE Q#C'6.10-( 39. Other: When issued Telephone B73 • 15 08 and hold for pickup. 9 /,s �o��t�7?33 &fib' 1 have been informe of the above items and requirements for obtaining a building perm Applicant: Date: DEG, 3 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. Original -Applicant COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER �TI S 0#4 A.P. # (o 34-0 - ops ED BUILDING USE NSF - U/y 1 T 2 12E%sE 2 i-iat cs� DATE RECEIPT # DATE REC. 1 UILDING PERMIT FEES p _ aq2 --- Balance Due ..................... $ l(� --- Additional Fees Due........... $ Revised Plan Checking Fee.... $ SCHOOL DISTRICT FEES Ta-2AD156 ► t%I C—� (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) I Residential............ 1 X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 3 ► o At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATEs�FG , 31 /01J Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) J E.H. USE O Y !riot Plea Attached Floor Plan Attached Seim to B.D. TO: Building Department FROM: Environmental Health /,",SUB.IECT: Sanitation Clearance Owner ocation APO Plan Approved or: Sewage Disposal X ater upp Public Private Well Clearance for' ellirg. OtheriAA - Hold final for: Final clearance O.K. for: NOTE: 8/96 n a School District BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Pek. , a J 1t 'j ' A.P. Number & 1. -• 3 q0 —SOS Jurisdiction: = City Building Department No. County 05— 3 5?15q Property Owner p G r 4 l ot S 4- ; AAS A ev Property Location/Address f -',cg a -e (21'e'. tm O'l r, G A.. V Subdivision Residential Development [�K:] Q No of Living Mobile Home Units Installation Commercial/Industrial Q Q New Addition Lot No. ..............................................................:...................................... Q / w Sq. Footage'e7i Addition/ 'Supplemental to"(Group R)' Conversion Permit # *(No foundation Inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Building Department Representative Date District Identification No. � 41�1/ � School District certifies that �S fr (Applicant) ,(Street Address) �L (Phone Number) J (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing • �� ���/ square feet. 2926 $ FFULLMMGAnoN $ School District Representative V Date Paid by Check # // Remarks: Mot)ce: You may protest the Imposhlon of the hes Identified above by submitting a written protest to the Dishkct, in complWros with Goverranart Code Section 66020(a), within 90 days from the dab hes are paid. Failure to submit a timely written protest wlll'prohlbtl you from challenging the Impositicn of the ha in any court action. K, aftmquod to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is will lNd by the applicable Local Planning Agency that this project Is being revlswed under the California Environmental Quality Act (CEQAh r ' thisproject may be subject to additional school fess to fully miilgate. Ms Impact on the school district`s schools. White (applicant), Yellow (building department), Pink (school district) feefomm.rds (10/03)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 07 -May -2004 2004-0027093 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that. real property situate in the County of Butte, State of California, described as follows: . -r-L. SEE 4X-41",617- " O N E " Datey .� �� PROPERTY OWNERS: State of C; County of On LiAI r.>i9 C, ST/MSd A) before me, W41v l personally appeared ' known to me (or proved to me on the b, to the within instrument and acknow capacity(ies), and that by his/her/their s the person(s) acted, executed the instry WITNESS m_v hand and official semi! Signatu A.P. # wit—SM." ,y personally o evidence) to be the person(s) whose name(s) is/are subscribed that he/she/they executed the same in his/her/their authorized the instrument, the person(s) or the entity upon behalf of which Comm. #14725 NOTARY nUEILIC CALIFORNIA O v �d '.?OTTE COUNTY —1 MY i;Cmn:issiorn Expires Feb. 24 2008 14P<gEPY'OFl�e Seal: Q,. ` KRISTEN MAGGITTI n' @72558 06 COMM. #14 ..o � , : cs a KRISTEN M p.�rr7t!?•r n' ���:.li: c�ALiFORNIA COU 0eta.��,:.ti:._:.:.,.c:.:..:,�:>e�..�� r AQ:�°b 4:res Feb. 24, 2008 Comm. #14725 NOTARY nUEILIC CALIFORNIA O v �d '.?OTTE COUNTY —1 MY i;Cmn:issiorn Expires Feb. 24 2008 STATE OF California COUNTY OF Butte On 7 L'/ before me, Wendy Cser, Notary Public (Name, Title of Officer) personally appeared 1, V i Id c ' )�� M—i ca`\ - C W K). L � ��)CI. G, c� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand an of cial sell. (Signature of Notary Public) 0.''� WENDY CSER �iA _0 s�T Cornu. #1306527 _n NOTARY PU&LIC CCALJFORMA 0 J BUTTE COUNTY —& ti�a My Ccmmiss; Expires Ain. 27, 2005 b vT'`�`� vv3cvv (This area for notarial seal) Joint Protection Policy EXHIBIT "ONE" Order No. 303912 Policy No. 27-01.90 7(35515 Lot 23, as shown on that certain Map entitled, "Skyway Plaza", filed in the Office of the CountyRecorder of Butte County, California, on February 28, 1973, in Book 43, of Maps, at Page(s) 8, 9; 10 and 11. Excepting therefrom all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land herein described, and that no damages shall be done to the surface area of the land described herein. Assessor's Parcel No: 066-340-005 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: S 77n1 -S y/y By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/01/03 National Pollutant Discharge Elimination System . (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE1 Project Title: s 7'i PK.So /) By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: a ; A) E2! Date:l7E-z.. -3 / Gt3 r NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/02/03 t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0:3-35W ASSESSOR PARCEL NUMBER 34-0 0,oS ZOG_c WP BUILDING PERMIT OWNERTELEPHONE aoL,4D- LI N Di! Srt r"i ►.t 873. 1308 SO. FT, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 14346 -rfa,=1y WAY, tl,4&,4�14 'I5Gi 54 C ( 500 BI ���•+_ 51 b Lt 9 2B 13 - CONTRACTOR'S NAME J5-r1soy./ C 014ST TELEPHONE 873 •►3DB CONTRACTORS MAILING ADDRESS W :•7 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ � 2.$g .-- ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $�- ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35 BUILDINGADDIR S I D3�,1 LA�ILE21pGE Ct'QGt_E skGAt.►Lti Energy Plan Checking Fee $ 23.- $ PERMIT FEE S I x31.35 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0? -Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap >g 7.00 5L Solar or heat pump water heater 23.00 Water piping 15.00 15, - Each gas water heater or vent 15.00 15. - TYPE OF WORK New IyAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Os F --* I LL.P 9f> 3 - Gas piping system 1 - 5 outlets 15.00 5 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ 13(0. - ELECTRICAL PERMIT Filing Fee 20.00 OV OR LESS Main Service . 'OR LESS 23.00 23.-- 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 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, army 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. ❑ lram exempt under Sec. Business and Professions Code for this 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 rformance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number - (The above sections n ed not be competed N the permit is for work of Rrvaluation one hundred dollars ($100) or less.) 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 f hwith comply with those provisions. X _ Date �s5�[-�a2- ignature of Applicant wnerContractor ❑Agent An OSHA permit is requir d f& excav Ions over 60" deep and demolition or construction structures over 3 stories in height. Main Service 200A To 1o00A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. a ADc. S. s0 3.5QFr; 0 S ,pµCONST.lMULTI-OUTLET 97,50 POWER APPARATUS .11N Oun.ET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @' 50 Ex. Occup. DFlxunETs q pDEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 113. MECHANICAL PERMIT Filing Fee 20.00 Heating CoolingZp• Hood 6.50 !0.540 Ventilation I A.SD 4.s6 PERMIT FEE $ Geo - Mobile Home Installation Fee $ Energy Inspection Fee $of Occ CONST.ATYPE39]-.9not IMP ✓ FLOOD X I CDF PARCH pp HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ate PERMIT EXPIRES O D provisions to do work paid. (�12 J Oof to Receipt No. 3q¢Z54- 1390.9 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 * Telephone (530) 538-7 4 ERMT 2/95)APPLICATION AND PERMIT ZDNI BUILDING PERMIT ASsESSORPARCELNUMBER . . " E SQFTOCC. BUILDING VALUATION NEER K.o •,• .n � , 3v 0 \ TCS NOME • 130 4 NIq�UNG ADD /U� b CONSTRUcnoN IEWER Fireplace QA LENDER'S MauNG ADDREs3 Total Valuation $ uCENSENO. Firing Fee $ 20.00 ARCFIIfECT OA ENGINEER Permit Fee $ ARCHITECT OR ENGINEERS M4NNG ADDRESS pian Checking Fee $ Energy Plan Checking Fee $ lWC1,$ Sk WI�-Jfo 1�14 •z PERMIT FEE $ PARCEL MAP pLUMBIIJG PERMIT Fling Fee 20.00 SIDN'6 NAME I 2 26--� Each Trap 7'00 USEOFSTRUCTURE Soler or heat pump water heater 23.00 Water piping 15.00 SFA Duplex ❑ Mobilehome ❑ Other 15.00 TYPE Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 ew Addition ❑ Remodel E3hTi61315.00 Ues NInstallation-.0 Other ❑ Building sewer S G W @20.00 Mobile Home Desc be Work PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OR Main Service 20 AOR LESS 23.00 Mein Service 200A TO IOWA 46.00 NEW CONST. DWELLING OCCUP. 3.5♦+Fi 6' • � ORA == a ACC. OLDS. n o°"s MULTwLm.Et @7.Ra 50 .PERMIT FEE PAID $ �3� // NO° Arm POWER APPARATUS a srNGu¢ o uA m@I.on a Occup. OUTLET OR FDfR1RE8 BAL Ex. Occu . vnETs�EQ)IM 5.00 S a `� $ Temporary Service 23.00 a Mobile Home Facilities 20.00 1 �� Mise. Wiring 23.00 HE $ 5(p6 PERMIT FEE $ r MECHANICAL PERMIT Firing Fee 20.00 O ` $ Heating THER � Cooling V _ Hood 6.50 .S4 AMOUNT RECEIVED I �l DATE EIV�ED. Ventilation Q PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ 0C CONST' TYPE TO AL FEE $ C) 1,-- K117- C°F VIEL YD I ;r, XU v •� This permit is hereby issued under the appficable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ('� q f� By Date �W (T :t r E.H. u3 Goy Piot Plan Anoch�d " Roos Plan Atter Rout to B.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ,isS Owner ocation AP# Plan Approved fa • Se sal Water up Public Priv to Well Clearance fo,�w fling. Other Jt� _ Hold final for: Final clearance O.N. for: NOTE: M a I Y\ tiq �h , T� "16 6k U C4 ( lea C,4-4- �j 1,14 1) 1, Environmental Health Specialist 8/96 to 4'i r' x:. w r 1 I a * .3. • s.. t_ii 1<i . S ti; Poo f ' 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: i 1 ASSESSOR PARCEL NUMBER C>Q 6o_5 Proposed Building Use: Counter Technician: Date: (' 0 Items required in order to apply'for a permit. All boxei MUST be checked OR marked NA in order pply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �- 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. 'r5, 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) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Site plan and business license approval from the City of Biggs. ❑ 12. Letter of intent for non-residential buildings. ❑ 13. Detached Accessory Building Form filled out by the owner. ❑ 14. Hazardous Material Form. 15. Sanitation and site plan approval from the Environmental Health D partment in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) /❑_ I 17. Fire Sprinklers - .8. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office 19� Soils Report and/or Engineered Foundation requi d. 20.. Erosion Control Plan Required. J S 21. Fees as shown on the attached Schedule of Fees Due Sheet. 292. City of Chico Plumbing permit. � iYQ l 13. California Department of Forestry plan approval epaid. �' 2 -� �'i�4'S ❑1 / 24. Planning approval for (A) Use.0J!5QB)Park ing: Parcel Check: S-Lil / 1 25. Contact Land Development about m rovements Dr ina e. T•�'•- f•`'' �' ' ��°y P ,� P � 9 26. NPDES Form 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 28. Pre -Inspection for required. ❑ 29. Contractor's license information. (Number, Name Style, Classification). ❑ 30. Worker's Compensation Carrier and Policy Number. ❑ 31. Owner -Builder Verification ( _ Given to owner, _ Mailed to owner). ❑ 32. Letter of Signature authorization. 33. Recorded copy of Agricultural Acknowledgment Statement. 34. Manufactured home utility clearance. ! I ❑ 35. Existing violations and/or expired permits. ❑ Deed Restriction. r7. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ eck to H.C.D. $ 8. Other: 9. Other: ray lac 9 S heri,isesued Telepho and hold for pickup. I have been inf me thove terns an� eq ire errt r ob��aining a building permit. Applicant: EXPIRATION OF APPLICATION I Date: DEG , a / f 0_� 17 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. Original -Applicant e, COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER O A.P. # U�P�o • 3'Ld` PROPROSED BUILDING USE /� v Iii • DATE RECEIPT # DATE(C. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ Additional Fees Due........ ---vi Plan Checking Fee.... 2. S OOL DISTRICT FEES td at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at BLi ivision) / Residential............ X $360.00 =$�C.� Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 0J 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 'p C'DS are Co,v�c�'aN �edur/;o✓ 10. OTHER PU14C, 51 04- At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE AEG .31 /03 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 28, 2003 Harold A. Stimson 14340 Troy Way Magalia, CA 95954 CERTIFIED MAIL Re: Use Permit UP 03-02, APN 066-340-005 Dear Mr. Stimson: Enclosed is your validated Use Permit to construct multiple dwellings in the C -C (Community Commercial) Zone at the rear of the lot, located on the east side of Lakeridge Circle, approximately 970 feet northeast of Skyway, Magalia. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, �,�n oa- A���v Roni Thornton Office Assistant II Enc. cc: Land Development Division (g) Building Division (y) Environmental Health (p) Department of Forestry (gid) Larry Painter SITE PLAN REVIEW APPLICATION Date: Ora.) AP# ©�b _ SH 66 U Permit Number (if applicable) � � Bin Number A-Iq APPLICANT INFORMATION Parcel Size: Owners Name: S -T I -!so.,-J H of t- P j L 1 tJ t, !� Owners Address Telephone No.: Situs Address: Proposed Use: 1 y 3L1© -rrzd--/ Wn %i -i Pb LA Gt 5 i10 , L.A ie.0 r2_] t -_>t4 -F, 6112GL4 Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer in Multi -family J)P C)_S— 0 2, Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved jR Conditionally Approved ❑ Resolve Problems Prior to Approval J] Site Plan Stamped Approved ByLf��Date81 Page 1 of 5 ,ALL ITEMS CHECKED'APPLY TO -THE PROPERTY Parcel Is In: ® Snow Load Area: 2o-uD `rm 2.j5D-v-.Prtr ❑ Land Conservation Act Minimum' Acreage: ❑ Verify residence canbe built per contract El Nitrate Action Plan (See Environmental Health for standards) N Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) _ ❑ •100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 01-00 e Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit E] Minor Variance E] Variance . r ' a ❑ Detached Building Use Form ❑ Encroachment Permit ' 41 - El 1❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: C.- °L-. Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encioachments into SRA setbacks. Page 2 of 5 / Zoning Code Streets & Highways' Fire Prevention Subdivision -Map Front 5 p e t__ Side Side Street Rear Height Waterway N/A N/A N/A t , ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encioachments into SRA setbacks. Page 2 of 5 / Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: S<'- w �� P ZA Map Date of Recording: Lot: � 3 Book: Page: Use Permit/Minor Use Permit ; Permit Number: Dr O 3- 2 Date of Approval: 10 -'2.'S ( .. Parcel Map/Subdivision Map/Use Permit Condition's Comply with the following Conditions of Approval: ' M Attached - ❑ None ' ❑ Meet the Fire Safe Regulations of Butte County and P.RC. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association, Standard, for installation of sprinkler• systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department.specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be'EPkapproved and-designed'to meet'the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional' and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water'storage tank, payment into, the appropriate Battalion Water Tender Fund may be required' . ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved 'dust control measures are found in the fugitive dust control plan for thesite approved by the Butte County -Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development'Services, Building Division." 1, ❑ Engineered foundations are required. ❑ Class A roofs are required. e ❑ Property owners responsible for road maintenance, and stop sign maintenance. PrZO-A b E A rJ EQ3S i . ©1J Page 4of5' . USE PERMIT BUTTE COUNTY PLANNING COMMISSION OCT 283 DATE: (Certified Mail Rec.) UP 03-02 PERMIT NO. 066-340-005 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Harold Stimson is hereby granted a Use Permit for two single- family dwellings on APN 066-340-005 on Lakeridge Circle, in Magalia. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within two years of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Use Permit has been granted is not established within two years of the receipt of the Permit by the Permittee, the Permit shall become null and void and reapplication pursuant to Section 24-45 (of the Zoning Code) shall be required to establish the use previously granted under the expired Permit unless, 30 days prior to the expiration date, a request forge- -one year extension is submitted to the Planning Commission together with sufficient evidence that the time limits for processing development permits under federal or state regulations require time limits which exceed one year. Upon application, and for good cause by the Permittee, at a public hearing pursuant to Section 24-45.25 above, the Planning Commission may extend any time limitation previously made a part of any condition to a Use Permit. 5. The terms and conditions of this Permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a Permit. Conditions of Approval: Planning Division: 1. Wood stove and fireplace inserts installed in any home within this development shall be EPA approved and designed to meet emissions standards of the California Clean Air Act of 1988 as amended (Mitigation Measure #1). Plan Requirements: All requirements shall be noted in the Use Permit and building plans. Timing: Prior to issuance of building permits, compliance with above mitigation is required to authorize fireplace or wood stove inserts. Monitoring: The Building Division shall review EPA approval for applicable building permit applications and shall inspect improvements to ensure construction in compliance with approved permit(s). 2. Measures shall be taken to control fugitive dust emissions from all driveways and other civil construction associated with development. All disturbed areas, including driveways, shall be treated with water and/or other acceptable soil palliatives during and after construction to minimize the creation of dust and to protect air quality in the surrounding area. The treatment shall be maintained until ground surfaces are stabilized with vegetation or pavement. (Mitigation Measure #2) Plan Requirements: The conditions shall be noted in the Use Permit: All requirements shall be shown on building plans. Timing: Requirements of the condition shall be adhered to throughout all grading and construction periods. Monitoring: Building inspectors shall spot check and shall ensure compliance on-site. Butte County Air Pollution Control District inspectors shall respond to nuisance complaints. 3. Should grading activities reveal the presence of cultural resources (i.e., artifact concentrations, including arrowheads and other stone tools or chipping debris, cans, glass, etc.; structural remains; human skeletal remains), work within 50 feet of the find shall cease immediately until a qualified professional archaeologist can be consulted to evaluate the remains and implement appropriate mitigation procedures. Should human skeletal remains be encountered, State law requires immediate notification of the County Coroner. Should the County Coroner determine that such remains are in an 2 archaeological context, the Native American Heritage Commission in Sacramento shall be notified immediately, pursuant to State law, to arrange for Native American participation in determining the disposition of such remains. (Mitigation Measure #3) Plan Requirements: The condition shall be placed on the Use Permit. All requirements shall be shown on building plans. Timing: This measure shall be implemented during site preparation and construction. Monitoring: Should cultural resources be discovered, the Planning Division shall coordinate with the developer and appropriate authorities to avoid damage to cultural resources and determine appropriate action. 4. Watershed Protection Zone Erosion Control Measures: (a) All driveways for this development shall be surfaced with at least two (2) inches of Class 2 aggregate base, unless required to be developed to a higher standard. (b) All roads created as a result of this development shall be surfaced with a minimum of two (2) inches of Class. 2 aggregate base, to a minimum width of twenty (20) feet, unless required to be developed to a higher standard by other code requirements. This standard shall apply from a maintained County road, or existing road of a higher standard, through the parcel being divided. (c) All roads and driveways shall meet the minimum requirements as prescribed by Public Resources Code 4290 and 4291 and Butte County Fire Safe Regulations, or as prescribed by the Butte County Department of Public Works. (d)rosion and sediment control plans, including provisions for wet weather onditions, shall be submitted with all Building permits, discretionary )development projects, and grading plans, excluding structures that fall under the provisions of Section 26-3.1 of the Butte County Code. The erosion and sediment control plans shall include both temporary (first year) and permanent erosion control .protection measures that prevent sediment and other pollutant discharges from reaching watershed drainages and streams. The erosion and sediment control plans shall comply with the recommendations of a qualified professional involved in the preparation of erosion control plans. Said plans shall be reviewed and approved by the Department of Development Services. (e) The erosion and sediment control plan shall include the time of year for construction activities. No soil disturbance shall occur after November 15 or before April 1 unless the Director of Development Services, or his or her authorized agent, determines project soil conditions to be adequate to accommodate development activities. All such areas where land clearing has been completed between April 1 and November 15 shall be revegetated, hydro - seeded, mulch protected or otherwise stabilized no later than December 1. Should grading be permitted during the rainy season, the smallest practicable area of erodible land shall be exposed at any one time and the time of exposure shall be 3 minimized. Temporary erosion control measures shall be in place on a daily basis. (f) No structures shall be placed within two hundred (200) feet of the high water mark of the Paradise or Magalia Reservoirs or within fifty (50) feet of the top of the bank of any perennial or ephemeral water course, as shown on the most recent edition of USGS 7.5 minute topographic maps, in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. This provision shall not preclude development on a parcel that would otherwise become undevelopable due to this provision. (Mitigation Measure #5) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: This measure shall be implemented during site preparation and construction. Monitoring: The Planning Division shall ensure compliance with all erosion control measures. 5. The applicant or developer shall be required to submit a development impact fee for Sheriffs facilities shall be paid pursuant to the provisions of Chapter 3, Article H of the Butte County Code, prior to issuance of building permits. The fee amount would be determined and calculated as of the date of application for the building permit. (Mitigation Measure #8) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: The mitigation shall be required prior to the issuance of building permits. Monitoring: The Butte County Planning Division and Building Division shall ensure compliance. 6. A development impact fee for school facilities shall be paid prior to issuance of building permits. The fee amount would be determined and calculated as of the date of application for the building permits." The fee amount would be determined and calculated as of the date of application for the building permit. (Mitigation Measure #9) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: The mitigation shall be required prior to the issuance of building permits. Monitoring: The Butte County Planning Division and Building Division shall ensure compliance. 7. The residential developer shall be required to install a sound deadening wall or planted berm of required size at the time of construction of the residential units (per Butte County 4 Code 24-150(e)(12)). The wall or berm shall be required along the property of adjacent commercially zoned parcels in the location of the residential units. If the subject parcel is developed in the future with a commercial use, a wall or berm of required size shall separate the on-site commercial use from the on-site residential use. 8. Development fees for the proposed residential improvements shall be paid prior to the issuance of Building Permits. The fees shall be those in effect at time of application and shall include, but not be limited to, Park and Recreation District fees, Water and Sewer Service Fees, Permit and Plan Check Fees, and Fire Protection Fees. 9. The residential dwellings must meet all applicable setback requirements upon issuance of building permits. 10. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. 11. All outstanding application processing fees shall be paid prior to issuance of the Use Permit. is W Prior to site development and building permit issuance, a permanent solution for drainage shall be submitted to and approved by the Department of Public Works. The drainage plans shall specify how drainage waters shall be detained on site and or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be no increase in the peak flow runoff to said channel or facility. (Mitigation Measure #7) Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: The drainage plan shall be required prior to the issuance of building permits. Monitoring: The Department of Public Works shall be responsible for ensuring compliance with this mitigation. 13. Prior to the issuance of building permits obtain encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. 14. Prior to issuance of building permits, the applicant shall pay a pro -rata cost share for congestion reduction improvements at the northerly intersection of Lake Ridge Circle and the Skyway. Environmental Health Division 15. Butte County Environmental Health Division Requirements: pl (1) Prior to the issuance of a building permit, meet the sewage disposal requirements of the Watershed Protection Overlay Zone (Butte County Code Section 24-235). (2) Connect the proposed development to a public water supply. (3) Prior to issuance of a building permit, provide a "will serve" letter from Del Oro Water Co. stating that Del Oro Water Co. is willing and able to provide water to the living units proposed. (Mitigation Measure #4) Plan Requirements: The conditions shall be placed on the Use Permit and shall be shown on building plans. Timing: This measure shall be implemented prior to site development. Monitoring: The Environmental Health Division shall ensure compliance with requirements. 16. Prior to issuance of a building permit the applicant shall meet the sewage disposal requirements of Butte County for the installation of sewage disposal systems. California Department of ForestryButte Co= Fire 17. Butte County Fire/California Department of Forestry Requirements: (a) Construction, installation or development of structures or facilities within this development shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulation in effect at the time of application for improvement permits. (b) Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. (c) A pressurized community water system for fire protection is required. The specific locations and fire flow requirements shall be in accordance with the Fire Department specifications and to the satisfaction of the County Fire Warden. Average required hydrant spacing shall be 500 feet, hydrant size shall be 6 inches, and residual fire flow shall be 1,750 gallons per minute. Submit plans to the Fire Department for review and approval prior to construction of facilities. One -add ienal-fire-h--yAant-shall-be-required. (Mitigation Measure #6) � gOk"LC 1--c®F KM1 A31q Plan Requirements: The mitigation shall be placed on the Use Permit and shown on all building plans. Timing: This Mitigation shall be implemented at the time of site construction and prior to issuance of final building permits. Monitoring: The Butte County Fire/California Department of Forestry shall ensure compliance with the requirements of this mitigation. R 18. Fire hydrant identification, reflector or post reflectors shall be installed acceptable to the County Fire Warden. County Counsel 19. If this entire matter or any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to defend, indemnify and hold the County of Butte harmless from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied Dated: D C T.i s fD 3 a - .% .�.� Applicant NOTE: Issuance of this Use Permit does not waive requirements of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Bu County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Assessor Town of Paradise 7 1:6 Nd N 89 16 3,6 1, W 21 22 23 30, ol 30, 1- 4 ---- 4 3 7/. 73 IY890 16' 36' W M89° 16 36N w o 00 ZZ cz), L=33.89' Qj 1.6 1:6 Nd N 89 16 3,6 1, W 21 22 23 30, ol 30, 1- 4 ---- 4 3 7/. 73 Page 1 of 1 Peterson, Jim From: Troester, Steve Sent: Tuesday, September 04, 2007 12:11 PM To: Peterson, Jim Subject: RE: B07-1408 Stimson Inspection Jim, RE: B07-1408 Stimson We would appreciate it of you would set up a Building Permit Inspection once this permit is issued, requiring the following prior to FINALLING: 1) Completion of the masonry dumpster enclosure. 2) Installation of all landscaping per approved site plan. 3) Orientation (and shielding if necessary) of all exterior lighting so that glare does not impact the public ROW or adjacent properties. 4) Delineation of the twelve parking spaces indicated on the approved site plan. Thanks much! Steve Troester, Associate Planner Butte County Dept. of Development Services #7 County Center Drive Oroville, CA, 95965 (530) 538-7153 9/5/2007 AJIN077/ S i DC T o_ s ZZ e _ 0.? N th - o - D .=O -r 'K. D, 2 x 111STN Ds /G" o• c•/ 9 / Nr, N � As•.- wiNa/DR. NDRs R1cE wiN�oWs �.F �x/Z i� w/Fui¢i2in�� �i( �01 ovE�tAp, �t � s _ _ I S! N I 3 m-nL 2 ° Wes, I� N Q � SO KT f-} c jL o c 3 H Zo1 n �� oZ2 Gunk, STS✓l wAI-[. aago �' L SST$//i %�NGi�OrZ QoLt� w/ 7"S'P/ci4� FTC�- � � o � TYP1r c -AL a a« 1�i�DL Zt 14*,.DDowNs �o TNS At. D, b � j • �' �.�No w.�os. �LZ=16 _ 0 � � 3 C7 .o d Fr" w/ O 2-0 Gong. P/E,¢a � o ► a o �,, �N�, AvAiw)3T Z Xl� !z/n1 $mow fin/ 0 t4 of ��� � _. �AAN• .. � Ic v `^ z Ism I I I Akckar�r a) N QO • � _,,�A �' DFP ��E "TESTS A� D r'��=G��a Q6y PSE P PI � 3 o F L4 dog, 7� . C 0,0 GAR, ol 4 ! OFAICC a . Q 14 v %O T�� �• lsA1�. u or Of Af Ar v C . QfrS77N4, lar L � ! i` .«,V 415 .. 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E I 7 CONCRETE ROCK HEADWALL INV OUT=2413.3 FENCE EXTRA STRENGTH FILTER FABRIC---"''�+___ NEEDED W/0 WIRE MESH SUPPORT STEEL OR WOOD POST F1 -Or FENCE DETAIL NCJ SCALE EX WATER METER STEEL OR WOOD POST--- PONDINQ HEIGHT 36" HIGH MAX FILTER FA3RIC-- ATTACH ;FCURELV TO UPSTRE=AM SIDE OF POS"T STRAW WADDLES OR BALES PROPERLY ANCHORED RUNOFF 12" MIN 4" X 6" TRENCH W/ COMPACTED BACKFILL i SILK' FE DETAIL NO.SCALE 2" NOT A PART OF THIS PROJECT S 89'16'36" E568.7 5' _ p 20' 3/4 X 3/4 WOOD STAKE ). C. 0 FIBER ROLL FIBERDETAIL NO SCALE 5' BLDG SETBACK o a rTi o Cn PROPOSED . IDGCARIDOR '- \, -{ CD YL I -20' B.S.L. _._, I. ` ` (0-66-340 0 � 60-340-OU5 E>C L ACH FIEI 0 20 B , E70/AY' C1 �_ I FIBER ROLL i I (AREA OF DISTURBANCE) 20' P.U." + _•...-..,__. ersmav rrs;usm „–,ascan uvmumv ma•aaacoza en m:iynm eaauavvxv ata^,tsva \,..., –•–'"'_--'T \ '\ ._ — �`.� __,__ �, a S 89'16'36_ -- - ... 5' BLDG SETBACK-' 'Ors <�y �� :363.50 SILT FENCE 6 5'__j ,. �' 4�'� `-EX DI - EX FH > NOT A PART OF THIS PROJECT GENERAL NOTES 1. CONTRACTOR TO ENSURE THAT NO DIRT OR OTHER MATERIALS ENTER SEASONAL WATERWAY. 2. DISTURBANCE OF EXISTING GROUND IS NOT ALLOWED BETWEEN OCTOBER 31 AND APRIL 15. 3. CONTRACTOR SHALL SCHEDULE WORK SO THAT MINIMAL DISTURBANCE OCCURS DURING RAIN EVENTS. 4. ALL TRAVELLED WAYS SHALL BE SURFACE[) WITH A MINIMUM OF 2" CLASS 2 AGGREGATE BASE ROCK. 5, APPLY STRAW MULCH TO ALL NEWLY EXPOSED SURFACES IN CUT AND FILL AREAS AS FOLLOWS: A) APPLY STRAW AT A MINIMUM RATE: OF 4000 ib/ACRE, EITHER BY MACHINE OR BY HAND DISTRIBUTION. B) ROUGHEN EMBANKMENTS AND FILL RILL`.3 BEFORE PLACING THE STRAW MULCH BY ROLLING WITH A CRIMPING OR PUNCHING; TYPE RO-_LER OR BY TRACK ROLLING. C) EVENLY DISTRIBUTE STRAW MULCH ON THE SOIL SURFACE. D) ANCHOR STRAW MULCH TO THE SOIL SURFACE BY "PUNCHING IT INTO THE SOIL MECHANICALLY (INCORPORATING). ALTERNATIVELY, Y, USE A TACKIFIER TO ADHERE STRAW FIBERS. A TACKIFIER IS -TYPICALLY APPLIED AT A RATE OF 125 Ib/ACRE. IN WINDY CONDITIONS, THE RATES ARE TYPICALLY 180 Ib/ACRE. 6. HYDROSEEDING SHALL BE REQUIRED ON ALL EXPOSED SURFACES RESULTING FROM CUT AND FILL OPERATIONS. HYDROSEEDING SHALL COMPLY WITH THE FOU -OWING: A) HYDROSEEDING SHALL BE A MIXTURE OF ANNUAL RYE GRASS SEED, APPLIED AT 10 POUNDS PER 1000 SQUARE FEET, MULCHIFIER APPLIED AT 50 POUNDS PER 1000 SQUARE FEET AND MULCH BINDER'APPLI'ED AT 2 POUNDS PER 1000 SQUARE FEET. A STANDARD COMMERCIAL TACKIFIER SHALL BE ADDED TO THE MIXTURE IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDAT-IONS. STRAW MULCH SHALL BE PLACED OVER SEEDED AREAS UNTIL SEED GERMINATES. B) USE HYDROSEEDING IN CONJUNCTION WITH STRAW MULCH. STATE APPLICATION RATE/SEED MIXTURE ON PLANS. SUPPLEMENTAL IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. C) HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT AND APPLICABLE SPATE AND LOCAL SEED AND NOXIOUS SEED LAWS. D) AVOID USE OF HYDROSEEDING IN AREAS WHERE IT WOULD BE INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD HAV- -TO BE REMOVED. E) HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER, SEED, ETC. APPLICATION PRIOR TO STRAW MULCH ENSURES MAXIMUNI DIRECT CONTACT OF THE SEEDS TO THE SOIL. IF SEED IS APPLIED IN A MIXTURE, INCREASE THE SEED RATE 1-0 COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. F) PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS. G) EACH SEED BAG SHALL BE DELIV'rRED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GERMINATION, DEALERS GUARANTEE AND DATES OF TEST. THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE AMOUNT OF PLRE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL BE SPECIES SPECIFIC AND SHALL BE APPLIED AT A RATE OF 21b OF INOCULANT PER 1001b SE'D. H) COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENTS OF- THE CALIFORNIA F"V-C.. AND AGRICULTURAL CODE. FERTILIZER SHALL BE PELLETED OR GRANULAR FORM. 1) FOLLW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEM,< SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION. J) AVOID OVERSPRAY ONTO ROADS, SIDEWALKS, DRAINAGE CHANNELS, EXISTING VEGETATION, E -'C, 7, FIBER ROLL INSTALLATION SHALL CONFORM TO THE DETAIL AND THE FOLLOWING: A) TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL. B) STAKE FIBER ROLLS INTO A 2" TO 4" DEEP TRENCH WITH AN EQUAL WIDTH TO THE DIAMETER OF THE FIBER ROLL, DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4' MAX ON CENTER. USE WOOD STAKES WITH A NOMINAL CLASSIFICATION 0.75" X 0.75" AND A MINIMUM OF 24" LONG. C) IF MORE THAN 1 FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHALL BE ABUTTED SE:.'L''RELY TO ONE ANOTHER TO PROVIDE A TIGHT JOINT, D) FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. IF FIBER ROLLS ARE RIEMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION AND FILL AND COMPACT HOLE S, TREE:;: -ES, DF -PRE Ss ONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GP�OUND. E) PLACE FIBER ROLLS ALONG NATURAL CONTOURS. 8. INSPECTION AND MAINT=7NANCE: A) INSPECT EROSION CONTROL APPLICATIONS PRIOR TO FORCAST RAIN, DAILY DURING EXTENIDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. B) AREAS WHERE EROSION IS EVIDENT SHALL BE REPAIRED. STRAW MULCH AND HYDROSEED SHALL BE RE-APPLIED AS SOON AS POSSIBLE. CARE SHALL BE EXCERCIS70 TO MINIMIZE THE DAMAGE TO PROTECTED AREAS WHILE MAKING REPAIRS, AS ANY AREA DAMAGED WILL REC)UIRE RE-APPLICATION OF STRAW MULCH AND HYDROSEED. REPA,R OR REPLACE SPLIT, TORN, UNRAVELING OR SLUMPING FIBER ROLLS, C) REAPPLICATION OF STRAW MULCH AND TACKIFIER MAY BE REQUIRED TO MAINTAIN EFFECTIVE SOIL STABILIZATION OVER DISTURBED AREAS AND SLOPES. D) WHERE SEEDS FAIL TO GERMINATE OR THEY GERMINATE AND DIE, THE AREA MUST BE RF%EEDED, FERTILIZED AND MULCHED WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF THIS ORIGINAL_ APPLICATION RATED. E) 'RRIGATION SYSTEMS, IF APPLICABLE, SHALL BE INSPECTED DAILY WHILE IN USE -'0 IDENTI,F Y MALFUNCTIONS AND LINE BREAKS. WHEN LITE BREAKS ARE DETECTED, THE SYSTEM MUST BE SHUT DOWN IMIINMEDIATLY AND BREAKS REPAIRED BEFORE SYSTEM IS PUT BACK INTO OPERATION. IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND ADJUSTED AS NEEDED TO MAINTAIN COMPLETE COVERAGE. F) SEDIMENT SHALL_ BE REMOVED FROM F'BER ROLLS WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNED SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN T{yE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMEN- REMOVED DUR!NG MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OR DISPOSED AT AN APPROPRIATE LOCATION. 9. EQUIPMENT MANTENANCE, FUELING OR CLEANING WILL NOT BE ALLOWED ON THE SITE. CONCRETE WASHOUT WILL NOT BE ALLOWED ON THE SITE. 10. CORROSIVE OR TOXIC SPILLS MUST BE REPORTED TO THE BUTTE COUNTY FIRE DEPARTMENT IMMEDIATLY. A REPORT OF EACH SPILL SHALL BE FORWARDED TO THE REGIONAL WATER QUAILTY CONTROL BOARD (REDDING OFFICE) (530) 224-4784. LOCATION SOUTH PARK LAKERIDGE — DRIVE CIR 0 0 Z ��. SKYWAY `. LOBATION MAP NO 'SCALE LEGEND PROPERTY BOUNDARY 2426 - CONTOUR LINE AND ELEVATION FIBER ROLL OR SILT FENCE AS NOTED 1 AREA OF DISTURBANCE T \\\ THIS LOT IS PART OF THE PARADISE/MAGALIA WATERSHED PROTECTION AREA. AREA OF DISTURBANCE = 12,100 SF. f� Ar -1 wr , As i r l EDC ! 4' L- ! AJ 0 ,4 cj'T( `rI S 0 tL) lyiA&I�LY (4 I.J C iData.f - . , 1 Parxlr �i.���.nLa�� _,.,�sir,o: SII: 4 rn 0' W r 1 0 N j (f) cn 0 Lj o"Q � � L0 07 I 110z�0r CA (' °0 E Ln . 8 C] < C= �Ivd GV Ln 'O i©Q ryh ct< E to m <( C c � N I cn s :Nil 0 0 h `� � 1 v) —� Ll C:) 00 t) 6o r- � f ! _) c� r.. w r i A f E I E , t Z k. w. �j. C) CDa rn 1 0 N j (f) 4 � � L0 07 I < < CA Ln C] < x ryh E to m <( C r X 0 :Nil 0 0 h `� � 1 20' STEEL OR WOOD POST 36" HIGH MAX T_ 12" MI --PONDING HEIGHT FILTER FABRIC- ATTACH SECURELY TO UPSTREAM SIDE OF POST -STRAW WADDLES OR BALES PROPERLY ANCHORED -RUNOFF N " \ 4" X 6" TRENCH W/ COMPACTED BACKFILL i FENCEDETAIL NO SCALE NOT A PART OF HIS PROJECT 6'36m �E 7" 3/4 X 3/4 WOOD STAKE 7. C. 0 FIBER ROLL FIBER LEL NO SCALE 5' 5' BLDG SETBACK 18.75' d 0 cj \ \ V\ o o PR POSED DG /r I i CARPORTFv� i-20' B.S.L I \ \--340-005 ( -E'X L AGH, FIEL ( gam? \ \ ( I -- ' v : \ I UNiTF 1 I T_Li \ I € ${ I IN, AE3 EN YWAY' \\ • , � \•,_ I \V A. �_ tea., A,, FIBER ROLL \` �` • ` \ _ ` „ I 1 (AREA OF DISTURBANCE) ` •\., ., '�.e -� . Jam. 20' P.U.E. 1 "*t � a...zr rUasaa a rsssu.rm nas+ssm ria+ ,••.:-•,.,. , ,....\ \`\ ..n,�,�v .r�.+...r.. :i«..�.�s CONCRETE ROCK HEADWALL S 89'1636 E < r 363.50 y _ S - EX DI ,, f..• .; - INV OUT=2413.3 5 BLDG SETBA,,K tS � �� SILT FENCE >> I . EX FH NOT A PART OF THIS PROJECT' E) HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER, SEED, ETC, APPLICATION PRIOR TO STRAW MULCH ENSURES MAXIIMUM DIRECT CONTACT OF r r r THE SEEDS TO THE SOIL, IF SEED IS APE-�Llt_D IN A MIXTURE, INCREASE THE SEED RATE TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITHI THE SOIL. F) PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS. G) EACH SEED BAG SHALL_ BE DELIVERED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GERMINATION, DEALERS GUARANTEE AND DATES OF TEST, THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE AMOUNT OF P"RE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL BE SPECIES SPECIFIC AND SHALL BE APPLIED AT A RATE OF 21b OF' INOCULANT PER 1001b SEED. r H) COMMERCIAL FERTILIZER SHALL CONFORM TO 'THE REQUIRcMENTS OF THE CALIFORNIA FOOD h AND AGRICULTURAL CODE. FERTILIZER SMALL BE PELLETED OR GFRANULAR FORM. 1) FOLLW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION. J) AVOID OVERSPRAY ONTO ROADS, SIDEWALKS, DRAINAGE CHANNEL;, EXISTING VEGETATION, ETC. 7. FIBER ROLL INSTALLATION SHALL CONFORM TO THE DETAIL AND THE FOLLOWING: A) -TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROIL. B) STAKE FIBER ROLLS INTO A 2" TO 4" DEEP TRENCH WITH AN EQUAL WIDTH TO THE DIAMETER OF THE FIBER ROLL, DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4' MAX ON CENTER, USE WOOD STAKES WITH A NOMINAL_ CLASSI'rFICATION 0.75" X 0.75" AND A MINIMUM OF 24" LONG. C) IF MORE THAN 1 FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHALL BE ABUTTED SECURELY TO ONE ANOTHER 'TO PROVIDE A TIGHT JOINT. D) FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. IF FIBER ROLLS ARE- REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION AND FILL AND COMPACT HIOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT' GROUND. E) PLACE FIBER ROLLS ALONG NATURAL CONTOURS. LOCATI ON - SOUTH PARK �+ LAKERIDGE DRIVE CIR z 9 n QD n n SKYWAY LOCATION NO SCALE LEGEND �< ». PROPERTY BOUNDARY CONTOUR LINE AND ELEVATION FIBER ROLL OR SILT FENCE AS NOTED AREA OF DISTURBANCE T THIS LOT IS PART OF THE PARADISE/MAGALIA WATERSHED PROTECTION AREA. AREA OF DISTURBANCE = 12,100 SF. 8. INSPECTION AND MAINTENANCE: A) INSPECT EROSION CONTROL APPLICATIONS PRIOR TO FORCAST RAIN, DAILY DURING EXT:_hpED RAIN EVENTS, AFT=R RAIN EVENTS, WEEKLY DURING THE RAINY SEASON AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. B) AREAS WHERE EROSION IS EVIDENT SHALL BE REPAIRED. STRAW MULCH AND HYDROSEE;D SHALL BE RE-APPLIED AS SOON AS POSSIBLE. CARE SHALL BE EXCERCIS70 TO MINIVUrE THE DAMAGE TO PROTECTED AREAS WHILE MAKING REPAIRS, AS ANY AREA DAMAGED WILL ',REQUIRE RE-APP'_ICATION OF STRAW MULCH AND HYDROSEED REPA R OR REPLACE SPLIT, TORN,, UNRAVELING OR SLUMPING FIBER ROLLS. C) REAPPLICATION OF STRAW MULCH AND TACKIFIER MAY BE REQUIRED TO MAINTAIN EFFECTI,Vr SOIL STABILIZATION OVER DISTURBED AREAS AND SLOPES. D N FERF SEEDS rDS FAIL T0 GERMINATE OR THEY GERMINATE AND D E THE _A REA MUS T B E E r_ SE _r_ D,c FERTILIZED AND WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF ORIGINAL ;`,PPLICATiON RATED. E) IRRIGATION SYSTEMS, IF APPLICABLE, SHALL BE INSPECTED DAILY WHILE IN USE -0 IDEIJ TIFY MALFUNCTIONS AND LINE BREAKS. WHEN LINE BREAKS ARE DETECTED, THE SYSTEM MUST BE SHUT DOWN IMMEDIATLY AND BREAKS REPAIRED BEFORE SYSTEM IS PUT BACK INTO OPERATION. IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND ADJUSTED AS NEEDED TO MAINTAIN COMPLETE COVERAGE. F) SEDIMENT SHALL_ BE REMOVED FROM FIBER ROLLS WHEN SEDIMENT ACCUMULATION REA(,HES ONE-HALF THE DESIGNED SEDIMENT STORAGE DEPTH, USUALLY CNF -HA; F THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DLJR!NG MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OR DISPOSED AT AN APPROPRIATE LOCATION. 9. EQUIPMENT MAINTENANCE, FUELING OR CLEANING WILL NOT BE ALLOWED ON THE SITE. CONCRETE WASHOUT WILL NOT BE ALLOWED ON THE SITE. 10. CORROSIVE OR TOXIC SPILLS MUST BE REPORTED TO THE BUTTE COUNTY FIRE DEPARTMENT IMMEDIATLY. A REPORT OF EACH SPILL SHALL BE FORWARDED TO THE REGIONAL WATER QUAII_TY CONTROL BOARD (REDDING OFFICE) (530) 224-4784. 1a ;f >. �a qJ 6'c') i 144lZoLTJ 4z L-r,Ij1,4 "T("rA50no 14 :eA �o TJ2-o l cc) A -Y -73 NINIING JU J@s;iiO"A`." - BvU.u13� sDS;fia.0�G PLAN 1P S r. <. U-38 _ Z. L Other. �3., F^�.._. cru �- ./J i , GENERAL NOTES I Z M t 0 .,u 1. CONTRACTOR TO ENSURE THAT NO DIRT OR OTHER MATERIALS ENTER SEASONAL �Y. WATERWAY. r. 2. DISTURBANCE OF EXISTING GROUND IS NOT ALLOWED BETWEEN OCTOBER 31 AND C7 < CO oflo APRIL 15. j 3. CONTRACTOR SHALL SCHEDULE WORK SIO THAT MINIMAL DISTURBANCE OCCURS DURING RAIN EVENTS. z 4. ALL TRAVELLED WAYS SHALL BE SURFACED WITH A MINIMUM OF 2" CLASS 2 � _ AGGREGATE BASE ROCK: S CL�0 5. APPLY STRAW MULCH TO ALL NEWLY EXPOSED SURFACES IN CUT AND FILL AREA., Cs AS FOLLOWS: Lo A) APPLY STRAW AT A MINIMUM RATE OF 4000 Ib/ACRE, EITHER BY MACHINE OR BY \ / ol V, I �� r � HAND DISTRIBUTION. f B) ROUGHEN EMBANKMENTS AND FILL RILLS BEFORE PLACING THE .,TRAM MULCH BY D V) ROLLING WITH A CRIMPING OR PUNCHING TYPE ROLLER OR BY TRACK ROLLING. z_ C) EVENLY DISTRIBUTE STRAW MULCH ON THE SOIL SURFACE. ob 17 D) ANCHOR STRAW MULCH TO THE SOIL SURFACE BY "PUNCHING" IT INTO THE SOIL o r.. L MECHANICALLY (INCORPORATING). ALTERNATIVELY, USE A TACKIFIER -TO ADHERE STRAW ci7 FIBERS. A TACKIFIER IS TYPICALLY APPLIED AT A RATE OF 125 Ib/ACRE. IN WINDY N CONDITIONS, THE RATES ARE TYPICALLY. 180 Ib/ACRE. 6. HYDROSEEDING SHALL BE REQUIRED ON ALL EXPOSED SURFACES RESULTING FROM Iw— z CUT AND FILL OPERATIONS. HYDROSEEDING SHALL COMPLY WITH 1'HE FOLLOWING: (nQ A) HYDROSEEpING SHALL BE A MIXTURE OF ANNUAL RYE GRASS SEED, APPLIED AT 10 wi POUNDS PER 1000 SQUARE FEET, MULCHIFIER APPLIED AT 50 POUNDS PER 1000 ¢+ SQUARE FEET AND MULCH BINDER. AF�PLIED AT 2 POUNDS PER 1000 SQUARE FEET. A cq U STANDARD COMMERCIAL TACKIFIER SHALL BE ADDED TO THE MIXTURE IN ACCORDANCE I WITH THE MANUFACTURERS RECOMENUATIONS. STRAN! MULCH SHALL BE PLACED OVER f; x' SEEDED AREAS UNTIL SEED GERMINATES. ., B) USE HYDROSEEDING IN CONJUNCTION WITH I STRAW MULCH. STATE APPLICATION AK RATE/SEED MIXTURE ON PLANS. SUPPLEMENTAL IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. ...i..�E C) HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL MER NOXIOUS WE, ACT AND APPLICABLE STATE AND LOCAL SEED AND NOXIOUS SEED LAWS. Lid D) AVOID USE OF HYDROSEEDING I%J AREA; WHERE JT WOULD BE INCOMPATIBLE WITH FUTURE tau EARTHWORK ACTIVITIES AND WOULD HAVE TO BE REMOVED. E) HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER, SEED, ETC, APPLICATION PRIOR TO STRAW MULCH ENSURES MAXIIMUM DIRECT CONTACT OF r r r THE SEEDS TO THE SOIL, IF SEED IS APE-�Llt_D IN A MIXTURE, INCREASE THE SEED RATE TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITHI THE SOIL. F) PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS. G) EACH SEED BAG SHALL_ BE DELIVERED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GERMINATION, DEALERS GUARANTEE AND DATES OF TEST, THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE AMOUNT OF P"RE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL BE SPECIES SPECIFIC AND SHALL BE APPLIED AT A RATE OF 21b OF' INOCULANT PER 1001b SEED. r H) COMMERCIAL FERTILIZER SHALL CONFORM TO 'THE REQUIRcMENTS OF THE CALIFORNIA FOOD h AND AGRICULTURAL CODE. FERTILIZER SMALL BE PELLETED OR GFRANULAR FORM. 1) FOLLW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION. J) AVOID OVERSPRAY ONTO ROADS, SIDEWALKS, DRAINAGE CHANNEL;, EXISTING VEGETATION, ETC. 7. FIBER ROLL INSTALLATION SHALL CONFORM TO THE DETAIL AND THE FOLLOWING: A) -TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROIL. B) STAKE FIBER ROLLS INTO A 2" TO 4" DEEP TRENCH WITH AN EQUAL WIDTH TO THE DIAMETER OF THE FIBER ROLL, DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4' MAX ON CENTER, USE WOOD STAKES WITH A NOMINAL_ CLASSI'rFICATION 0.75" X 0.75" AND A MINIMUM OF 24" LONG. C) IF MORE THAN 1 FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHALL BE ABUTTED SECURELY TO ONE ANOTHER 'TO PROVIDE A TIGHT JOINT. D) FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. IF FIBER ROLLS ARE- REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION AND FILL AND COMPACT HIOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT' GROUND. E) PLACE FIBER ROLLS ALONG NATURAL CONTOURS. LOCATI ON - SOUTH PARK �+ LAKERIDGE DRIVE CIR z 9 n QD n n SKYWAY LOCATION NO SCALE LEGEND �< ». PROPERTY BOUNDARY CONTOUR LINE AND ELEVATION FIBER ROLL OR SILT FENCE AS NOTED AREA OF DISTURBANCE T THIS LOT IS PART OF THE PARADISE/MAGALIA WATERSHED PROTECTION AREA. AREA OF DISTURBANCE = 12,100 SF. 8. INSPECTION AND MAINTENANCE: A) INSPECT EROSION CONTROL APPLICATIONS PRIOR TO FORCAST RAIN, DAILY DURING EXT:_hpED RAIN EVENTS, AFT=R RAIN EVENTS, WEEKLY DURING THE RAINY SEASON AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. B) AREAS WHERE EROSION IS EVIDENT SHALL BE REPAIRED. STRAW MULCH AND HYDROSEE;D SHALL BE RE-APPLIED AS SOON AS POSSIBLE. CARE SHALL BE EXCERCIS70 TO MINIVUrE THE DAMAGE TO PROTECTED AREAS WHILE MAKING REPAIRS, AS ANY AREA DAMAGED WILL ',REQUIRE RE-APP'_ICATION OF STRAW MULCH AND HYDROSEED REPA R OR REPLACE SPLIT, TORN,, UNRAVELING OR SLUMPING FIBER ROLLS. C) REAPPLICATION OF STRAW MULCH AND TACKIFIER MAY BE REQUIRED TO MAINTAIN EFFECTI,Vr SOIL STABILIZATION OVER DISTURBED AREAS AND SLOPES. D N FERF SEEDS rDS FAIL T0 GERMINATE OR THEY GERMINATE AND D E THE _A REA MUS T B E E r_ SE _r_ D,c FERTILIZED AND WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF ORIGINAL ;`,PPLICATiON RATED. E) IRRIGATION SYSTEMS, IF APPLICABLE, SHALL BE INSPECTED DAILY WHILE IN USE -0 IDEIJ TIFY MALFUNCTIONS AND LINE BREAKS. WHEN LINE BREAKS ARE DETECTED, THE SYSTEM MUST BE SHUT DOWN IMMEDIATLY AND BREAKS REPAIRED BEFORE SYSTEM IS PUT BACK INTO OPERATION. IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND ADJUSTED AS NEEDED TO MAINTAIN COMPLETE COVERAGE. F) SEDIMENT SHALL_ BE REMOVED FROM FIBER ROLLS WHEN SEDIMENT ACCUMULATION REA(,HES ONE-HALF THE DESIGNED SEDIMENT STORAGE DEPTH, USUALLY CNF -HA; F THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DLJR!NG MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OR DISPOSED AT AN APPROPRIATE LOCATION. 9. EQUIPMENT MAINTENANCE, FUELING OR CLEANING WILL NOT BE ALLOWED ON THE SITE. CONCRETE WASHOUT WILL NOT BE ALLOWED ON THE SITE. 10. CORROSIVE OR TOXIC SPILLS MUST BE REPORTED TO THE BUTTE COUNTY FIRE DEPARTMENT IMMEDIATLY. A REPORT OF EACH SPILL SHALL BE FORWARDED TO THE REGIONAL WATER QUAII_TY CONTROL BOARD (REDDING OFFICE) (530) 224-4784. 1a ;f >. �a qJ 6'c') i 144lZoLTJ 4z L-r,Ij1,4 "T("rA50no 14 :eA �o TJ2-o l cc) A -Y -73 NINIING JU J@s;iiO"A`." - BvU.u13� sDS;fia.0�G PLAN 1P S r. <. U-38 _ Z. L Other. �3., F^�.._. cru �- ./J i , I Z M t 0 .,u '. z w `o N I U C7 < CO oflo j a)(3)coLn Lp U z 7j < CL�0 v Cs 2 Lo cn \ / ol V, I �� r � ! o c �y J D V) Cr x <C z_ a . � ob 17 o r.. L c a .,u '. z N I � cs7 j a)(3)coLn Lp 7j < 00 v Li 2 00j cn 0 �y x Cr x <C z_ a . � 0 c ci7 N I Iw— z (nQ cc .2 im cq U —CD � I r Ln ., AK �dIC9 ...i..�E MER a Lid VATt f) h.✓ � <p�"-,rya". ':r 4. �r N I � cs7 a)(3)coLn Lp < 00 r� +J J Li 2 cn 0 << x Cr x <C < L c ci7 N I (nQ cc f im cq U —CD � I r Ln AK �dIC9 MER VATt 7/5,/07 1:397SP SPACING, W/O WIRE SUPPORT FENCE �—' EXTRA STRENGTH FILTER FABRIC NEEDED W/0 WIRE MESH SUPPORT -'-� STEEL OR WOOD POST —\ SILT FENCE DETAIL NO SCALE CONCRETE ROCK. HEADWALL INV OUT= 2413.3 STEEL OR WOOD POST--- PONDING HEIGHT 36" HIGH MAX FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST STRAW WADDLE --S OR BALES PROPERLY ANCHORED --RUNOFF 7 12" MIN 4" X 6" TRENCH Wj COMPACTED BACKFILL i SILK' E D E NO SCALE I NOT A PART OF HIS PROJECT rEXWATER METER .,�...,---«.... ..�,. S 8'16'36" F 20' 2" 3/4X 3/4 WOOD STAKE ). C. 0 FIBER ROLL FIBER ROLL DETAIL NO SCALE 5' 5' BLDG SETBACK o PR POSED ) DG— \ CARPORT — \ 0 ti 20' B.S.L., I. s� t _— 066--340-005 ~,`' _ EX l_ ACH r LEL ( �� UNIT-S,,1I E __j � p. . . . . . . . . . I - 20' 1 INST'2 AB EN` YWAY,V., FIBER ROLL I(AREA OF DISTURBANCE) S 89°16'36 EA ; r 5' BLDG SETBa 7s �� 3b. �U' SILT FENCE t'' 5 EX FH NOT A PART OF THIS PROJECT TES 1. CONTRACTOR TO ENSURE THAT NO DIRT OR OTHER MATERIALS ENTER SEASONAL WATERWAY. 2. DISTURBANCE OF EXISTING GROUND IS NOT ALLOWED BETWEEN OCTOBER 31 AND APRIL 15. 3. CONTRACTOR SHALL SCHEDULE WORK SO THAT MINIMAL DISTURBANCE OCCURS DURING RAIN EVENTS. 4. ALL TRAVELLED `NAYS SHALL BE SURFACED 1'P/TH A MINIMUM OF 2" CLASS 2 AGGREGATE BASE ROCK. 5. APPLY STRAW MULCH TO ALL NEWLY EXPOSED SURFACES IN CUT AND FILL AREAS AS FOLLOWS: A) APPLY STRAW AT A MINIMUM RATE OF 401,00 Ib/ACRE, EITHER BY MACHINE OR BY HAND DISTRIBUTION. 8) ROUGHEN EMBANKMENTS AND FILL RILLS E3EFORE PLACING THE STRAW MULCH BY ROLLING WITH A CRIMPING OR PUNCHING TYPE ROLLER OR BY TRACK ROLLING. EVENLY i ., _VENC DISTRIBUTE STRAW MULCH + T �E D 8 AUL H OV HE; SOIL SURFAG_. D) ANCHOR STRAW MULCH TO THE SOIL SURFACE BY "PUNCHING" IT INTO THE SOIL MECHANICALLY (INCORPORATING). ALTERNATIVELY, USE A TACKIFIER TO ADHERE STRAW FIBERS. A TACKIFIER IS TYPICALLY APPLIED) AT A RATE OF 125 Ib/ACRE. IN WINDY CONDITIONS, THE RATES ARE TYPICALLY 1a0 Ib/ACRE. 6. HYDROSEEDING SHALL BE REQUIRED ON ALL ',_XPOSED SURFACES RESULTING FROM CUT AND FILL OPERATIONS. HYDROSEEDING SHALL COMPLY WITH THE FOLLOWING: A) HYDROSEEDING SHALL BE A MIXTURE OF ANNUAL RYE GRASS SEED, APPLIED AT 10 POUNDS PER 1000 SQUARE FEET, MULCHIFIER APPLIED AT 50 POUNDS PER 1000 SQUARE FEET AND MULCH BINDER APPLIED AT 2 POUNDS PER 1000 SQUARE FEET. A STANDARD COMMERCIAL TACKIFIER SHALL E3E ADDED TO THE MIXTURE IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. STRAW MULCH SHALL BE PLACED OVER SEEDED AREAS UNTIL SEED GERMINATES. B) USE HYDROSEEDING IN CONJUNCTION WITH STRAND MULCH. STATE APPLICATION RATE/SEED MIXTURE ON PLANS. SUPPLEMENTAL IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. C) HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT AND APPLICABLE STATE AND LOCAL SEED AND NOXIOUS SEED LAWS. D) AVOID USE OF HYDROSEEDING IN AREAS WHERE IT WOULD BE INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD HAVE TO BE REMOVED. E) HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER, SEED, ETC. APPLICATION PRIOR TO STRAW MULCH ENSURES MAXIMUM DIRECT CONTACT OF THE SEEDS TO THE SOIL, IF SEED IS APPLIED IN A MIXTURE, INCREASE; THE SEED RATE TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. F) PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS. G) EACH SEED BAG SHALL BE DELIVERED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GERMINATION, DEALERS GUARANTEE AND DATES OF TEST. THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE AMOUNT OF PLRE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL BE SPECIES SPECIFIC AND SHALL BE APPLIED AT A RATE OF 21b OF INOCULANT PER 1001b SEED. H) COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA FOOD AND AGRICULTURAL CODE. FERTILIZER IZER SHALL BE PELLETED OR GRANULAR FORM. I) FOLLW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK .,POTS AND TO MAINTAIN ADEQUATE S01_ PROTECTION. ECTION. J) AVOID OVERSPRAY ONTO ROADS, SIDEWALKS, DRAINAGE CHANNELS, EXISTING VEGETATION, F -C. 7. FIBER ROLL INSTALLATION SHALL CONFORM TO THE DETAIL AND THE FOLLOWING: A) TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF ( ROM GOING AROUND THE ROLL. B) STAKE FIBER ROLLS INTO A 2" TO 4" DEEP TRENCH WITH AN EQUAL WIDTH TO THE DIAMETER OF THE FIBER ROLL, DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4' MAX ON CENTER. USE WOOD STAKES WITH A NOMINAL CLASSIFICATION 0.75" X 0.75" AND A MINIMUM OF 24" LONG. C) IF MORE THAN 1 FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHALL BE ABUTTED SECURELY TO ONE ANOTHER TO PROVIDE A TIGHT JOINT, D) FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION AND FILL AND COMPACT HOLES, TRENCHES, DEPRESS ONS OR ANY OTHER GROUND DISTURBANCE 'TO BLEND WITH ADJACENT GROUND, E) PLACE FIBER ROLLS ALONG NATURAL CONTOURS. I o T2s EX DI 4 8. INSPECTION AND MAINTENANCE: A) INSPECT EROSION CONTROL APPLICATIONS PRIOR TO FORCAST RAIN, DAILY DURING EXTENDECr RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON AND AT TWO—WEEK INTERVALS DURING THE NON—RAINY SEASON. B) AREAS WHERE EROSION IS EVIDENT SHALL BE REPAIRED. STRAW MULCH AND HYDROSEED SHALL BE RE—APPLIED AS SOON AS POSSIBLE. CARE .SHALL BE EXCERCISED TO MINIMIZE THi= DAMAGE TO PROTECTED AREAS WHILE MAKING REPAIRS, AS ANY AREA DAMAGED WILL REQUIFNE RE—APPi_ICATION OF STRAW MULCH AND HYDROSEE�D, REPA,R OR REPLACE SPLIT, TORN, UNRAVELING OR SLUMPING FIBER ROLLS, C) REAPPLICATION OF STRAW MULCH AND IACKIFIF_R MAY BE REQUIRED TO MAINTAIN EFFECTIVE SOIL STABILIZATION OVER DISTURBED AREAS AND SLOPES. D) WHERE SEEDS FAIL TO GERMINATE OR THEY GERMINATE AND DIE, THE AREA MUST BE RESEEDED FERTILIZED AND MULCHED WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF 'THE ORIGINAL_ APPLICATION RATED. F SHALL r ._) 'RRIGATION SYSTEMS, IF APPLICABLE, LL BE INSPECTED DAILY WHILE IN USE -- 0 IDENTIFY MALFUNCTIONS AND LINE BREAKS. WHEN LINE BREAKS ARE DETECTED, THE SYSTEM MUST BE SHUT DOWN IMMEDIATLY AND BREAKS REPAIRED BEFORE SYSTEM IS PUT BACK INTO OPERATION, IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND ADJUSTED AS NEEDED TO MAINTAIN COMPLETE COVERAGE. F) SEDIMENT SHALL BE REMOVED FROM FIBER ROLLS WHEN SEDIMENT ACCUMULATION REACHES ONE—HALF THE DESIGNED SEDIMENT STORAGE DEPTH, USUALLY ONE—HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OR DISPOSED AT AN APPROPRIATE LOCATION. 9. EQUIPMENT MAINTENANCE, FUELING OR CLEANING WILL NOT BE ALLOWED ON THE SITE, CONCRETE WASHOUT WILL NOT BE ALLOWED ON THE SITE. 10. CORROSIVE OR TOXIC SPILLS MUST BE REPORTED 'TO THE BUTTE COUNTY FIRE DEPARTMENT IMMEDIATLY. A REPORT OF EACH SPILL SHALL BE FORWARDED TO THE REGIONAL WATER QUAILTY CONTROL BOARD (REDDING OFFICE) (530) 224-4784. I OCA-rm SOUTH PARK L LEGEND d� ti �, oil - PROPERTY a. c� •� v PROPERTY BOUiNDARY tom! v� L / a y Lo 2426 - CONTOUR LINE AND ELEVATION d a `3' a FIBER ROLL OR SILT FENCE AS NOTED 1� AREA OF DISTURBANCECD \ CD 00 rel i NOTEi THIS LOT IS PART OF THE PARADISE/MAGALIA WATERSHED PROTECTION AREA. AREA OF DISTURBANCE = '12,100 SF. V I r _ _.rtja � r 0 Lo f41 :-j ,- --. �+"+ six 7 E Err✓z. Jr ¢ LL. 1'. uj• 1 ) ccr,__5 Aj t P /1©L ]> L ou t) A Tr ,rn s c) tt.) t r J3� -73 1 9 1-4� C I rn <„ r r`1 (D 'Ki- m rn Lo c� -, Q 00 �j ls.i rel ,+ �n � C] d a„s#'x.&.a,lNil � ry NAf-PRO�l,', f Par 0.. Cq f7� .: l b^ - i �y J d' V ccd c0 r� Lo 4 I � — 13J7S'P OF 1 cl) CO, 1/0 0/z 13 Wt-, Ale VIE 419 ePicw 9, c," T ci-0107 Oolrfv- (UW I T F 4,tOLZ� Tfe T/ C Ie X A pc c' k A) /96� -�T 6Z-5 0 APPROVED Butte County Environ Signature 'ell Emilropilperital Health 6 A '03) C j c c 42- 0 A- (f -et ,-' r &-s-e a a 779,,-J Z-�- �P Z1.9 tA) / f,/ , m M,5,r, OF 0 Y) 'i 4Z2 WIMI), (Y-) FA -7-J 0' MR A 3_' _3f wiA)D, 6477W V) I N 11V 6- \9! 71- k — - -------- W, -r7 Z -7-2�'- )I,/%J 5"/ Z-0 7— 0 /J 0 cA A)19 12 0, C- i-> LZ. v\) 11'4 t -p? / /J -e7'1 O)r w 3 C) 0 OCT 9- 10, 2003 chieo, CA -PPROVF Bq county �=•N 1111 1 SCALE: Y// �i = / .1 1 APPROVED BY: DRAWN BY s-Tt j�y DATE: f0.3 I I REVISED FLOOR PLAN DRAWING NUMBER .3 k -p ,�, f J/.g- V,) I j,) 0 , V ZF A 7 ,57 , / ID 4 770 T- A) #( 30 All, V, A- 7-7 Etwit ominerrial HOalth E c 1 6 2 s - yak lic o, C A AJ c its x11 A),D alrz t1v14 — - — ------------- X44NI7- p 13� (,3 SPX�wi 300 ,Y) T C o C? F1 TT D L -t APPROVED —4-e--qc"-� 774 711 SSScrv? 7- -1-3L 67 20"I'lirollmonflal Health 4 � ICO, CA PIOI+IAJIf4l'E I Pr7-lz,�-j 10 YLAJ 64 p 0,3 -- I JPI e s i g n Truss Take -off Design & Sales "'&rsistance Monte Call - 193 Camellia Dr (530) 877-4732 Office Paradise, CA 95969 (530) 877-4732 FAX TRUSS ENGINEERING Stimson Duplex B -Id -g -A Moss Lumber Co MiTek Industries (530) 244-0700 (916) 676-1900 1� 0 -- --_-_- 7 i ----------- i --- - _E3- -_ �I - ---- --- -........ _ - -- =---. -- ---- --- i� e e e - _ Z: - -- $El V 1� 0 Job Truss Truss Type Qty Ply DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.15 R10834911 STIMDUPA Al FINK 11.0 Lumber -Increase 1.15 BC 0.22 Vert(TL) I i I (optional) moss IUmuer, raraolse, i -ii, trotio7 2-0-0 11-0-0 11-0-0 1.11 1 on i a - i 1 1-1 In i cn uiuuaui e'. muu - w ,-- I oyc 3x4 _- 10 91 240-0 2-0-0 Scale = 1:46.7 5x6 - 22-0-0 2200 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.48 Vert(LL) n/a - n/a M1120 220/195 TCDL 11.0 Lumber -Increase 1.15 BC 0.22 Vert(TL) 0.08 1-2 >314 BCLL 0.0 Rep Stress Incr YES WB 0.07 HOrz(TL) 0.00 18 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min /deft = 360 Weight: 126 Ib _ LUMBER BRACING TOP CHORD 2 X 4 DF No. t &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2 = 365/22-0-0, 25 = 5/22-0-0, 18 = 362/22-0-0, 28 = 112/22-0-0, 27 =155/22-0-0, 34 = 141/22-0-0, 33 = 143/22-0-0, 32 = 133/22-0-0, 31 = 137/22-0-0, 30 = 139/22-0-0 , 29 = 111/22-0-0, 26 = 151 /22-0-0, 24 = 127/22-0-0, 23 = 139/22-0-0, 22 = 128/22-0-0, 21 = 170/22-0-0, 20 = 54/22-0-0 Max Uplift 20=-28(load case 3) Max Grav 2=563(load case 2), 25=8(load case 4), 18=574(load case 3), 28=133(load case 2) , 27 = 1790ead case 3), 34 = 141 (load case 1), 33 = 202(load case 2), 32 = 144(load case 2), 31 = 159(load case 2), 30 = 1 58(load case 2), 29 = 1 28(load case 2), 26 = 174(load case 3), 24 = 145poad case 3), 23 = 161(load case 3), 22 = 138(load case 3), 21=229(load case 3), 20=86(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=71, 2-3=-80, 3-4=-43, 4-5=-40, 5-6=-40, 6-7=-40, 7-8=-41, 8-9=-33, 9-10=-39, 10-11=-42, 11-12=-45, 12-13=-39, 13-14=-40, 14-15=-40, 15-16=-41, 16-17=-32, 17-18=-74, 18-19=71 BOT CHORD 2-34= 14, 33-34= 14, 32-33 = 14, 31-32 = 14, 30-31 = 14, 29-30 = 14, 28-29 = 14, 27-28 = 14, 26-27 = 14, 25-26 = 14, 24-25 = 14, 23-24 = 14, 22-23 - 14, 21-22 = 14, 20-21 = 14, 18-20= 14 WEBS 9-28=-89, 11-27=-123, 3-34=-139, 4-33=-102, 5-32=-110, 6-31 =-109, 7-30=-111, 8-29=-90, 12-26=-122, 13-24=-107, 14-23=-110, 15-22=-107, 16-21 =-120, 17-20=-84 NOTES 1) All plates are 1.5x4 M1120 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSUTPI 1 1995 criteria. LOAD CASE(S) Standard Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 H -dim, Installino and B,ecina Recommendation available from Truss Plate Institute, 583 Donofrio Drive, Madison, WI 53719 t a� December 9,2003 i MMOR M E 3 leK -N Job Truss Truss Type Qty PIY — R10834912 STIMDUPA A2 I FINK - i 10 1 II (optional) _ _ moss tumcer, earaalse, t -H, ybyby -2-0-0 2-0-0 5-9-4 11-0-0 _ 16-2-12 22-0-0 24-0-0 5-9-4 5-2-12 5-2-12 5-9-4 2-0-0 Scale = 1:46.7 4x4 - 4 3x4 = 5x6 - LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 4-7-10 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2 = 1283/0-3-8, 6 = 1283/0-3-8 Max Gray 2 = 1371 (load case 2), 6 = 1371 (load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=36, 2-3=-1747, 3-4=-1511, 4-5=-1511, 5-6=-1747, 6-7=36 BOT CHORD 2-9 = 1550, 8-9 = 1063, 6-8 = 1550 WEBS 3-9=-372, 4-9=541, 4-8=541, 5-8=-372 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard � z , A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabdca6on, quality control, storage, delivery, erection and bracing, consult QST -38 Quality Standard, DSB-89 Bracing Specification, and HIB -91 u,..,�r.,,, i„<r�m— ao,1 R—i— Recommendation available from Truss Plate Institute, 583 D'Onafdo Drive, Madison, WI 53719 December 9,2003 7-6_3 14-5-13 22-0-0 7-6-3 6-11-11 7-6-3 Plate Offsets (X,(): (2:0-2-0,0-0-21,16:0-2-0,0-0-21,[8:0-3-0,0-3-01 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TO 0.54 Vert(LL) -0.07 8-9 >999 M1120 220/195 TCDL 11.0 i Lumber Increase 1.15 BC 0.49 Vert(TL) -0.17 8-9 >999 BCLL 0.0 1 Rep Stress Incr YES WB 0.27 Horz(TL) 0.04 6 n/a BCDL 10.0 Code UBC97/ANS195 1st LC LL Min I/dell = 360 Weight: 95 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 4-7-10 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2 = 1283/0-3-8, 6 = 1283/0-3-8 Max Gray 2 = 1371 (load case 2), 6 = 1371 (load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=36, 2-3=-1747, 3-4=-1511, 4-5=-1511, 5-6=-1747, 6-7=36 BOT CHORD 2-9 = 1550, 8-9 = 1063, 6-8 = 1550 WEBS 3-9=-372, 4-9=541, 4-8=541, 5-8=-372 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard � z , A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabdca6on, quality control, storage, delivery, erection and bracing, consult QST -38 Quality Standard, DSB-89 Bracing Specification, and HIB -91 u,..,�r.,,, i„<r�m— ao,1 R—i— Recommendation available from Truss Plate Institute, 583 D'Onafdo Drive, Madison, WI 53719 December 9,2003 Job Truss Truss Type Oi"y Ply 810834913 STIMDUPA B1 HOWE 1 1 _-- -_ (optional) moss lumber, Paradise, CA, 95969 4.201 SR1 s Oct 17 2002 NliTek Industries, Inc. Mon Dec 08 13:58:36 2003 Page 1 2-0-0 15-0-0 30-0-0 32-0-0-, 15-0-0 15-0-0 2 Scale = 1:66.0 3x4 = 5x6 18 5x,6 i 17 20 5x6 - 15 -21 6.00 12 12 5x6 P 23 11 P 54 G 24 819 1,9 25 7 j 5x6 16 26 6 ��i 5x6 14� ,� �' 27 5 5x6 13 28 4 10�I 29 S/ P 30 48 31 - - - - - - - \ 3av 4x4 = 4x4 52 51 50 49 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 5x6 = 5x6 = 30-0-0 Offsets (X,Y): [1_8:0-2-0,Edgel, [31:0-3-10,0-2 01, [39:0-3-0,0-3-01 _Plate LOADING (psf) SPACING 2-0-0 T CSI DEFL in (loc) I/defl PLATES GRIP M1120 220/195 TCLL 30.0 Plates Increase 1.15 TO 0.48 Vert(LL) n/a - n/a i SC 0.23 Vert(TL) 0.08 1-2 >314 TCDL 11.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 31 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/dell = 360 Weight: 9 223 Ib LUMBER BRACING TOP CHORD 2 X 6 OF No.1&Btr-G *Except` TOP CHORD Sheathed or 6-0-0 oc purlins. Rigid directly applied or 10-0-0 oc bracing. 1-18 2 X 4 DF No.1&Btr-G BOT CHORD ceiling 18-32 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 4 DF No. t&Btr-G OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 2 =363/30-0-0, 39 = 138/30-0-0, 43 = 118/30-0-0, 42 = 152/30-0-0, 52= 141/30-0-0, 51 = 143/30-0-0, 50 = 134/30-0-0, 49 = 135/30-0-0, 48 = 143/30-0-0, 47 = 133/30-0-0 46 = 137/30-0-0, 45 = 135/30-0-0, 44 = 113/30-0-0, 41 = 144/30-0-0, , 40 = 133/30-0-0, 38 = 135/30-0-0, 37 = 136/30-0-0, 36 = 138/30-0-0, 35 = 128/30-0-0 , 34= 169/30-0-0, 33 = 54/30-0-0, 31 = 364/30-0-0 Max Uplift 33=-28(load case 3) Max Grav 2 = 565(load case 2), 39 = 159(load case 3), 43 = 128(load case 2), 42 = 172(load case 3), 52 = 141 (load case 1), 51 = 202(load case 2), 50 = 145(load case 2), 49 = 157(load case 2), 48 = 1 52(load case 2), 47 = 1 56(load case 2), 46 = 1 58(load case 2), 45 = 1 56(load case 2), 44= 133(load case 2), 41 = 167(load case 3), 40 = 1 53(load case 3), 38= 155(load case 3), 37= 155(load case 3), 36=160(load case 3), 35=139(load case 3), 34=229(load case 3), 33=86(load case 4), 31=5761load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=71, 2-3=-77, 3-4=-40, 4-5=-37, 5-6=-37, 6-7=-37, 7-8=-37, 8-11 =-37, 11-12=-37, 12-15=-38, 15-17=4, 17-18=-37, 18-20=-40, 20-21 =-42, 21-23=-41, 23-24=-40, 24-25=-44, 25-26=-44, 26-27=-44, 27-28=-44, 28-29=-45, 29-30=-35, 30-31 =-78, 31-32=71, 22-23=-6, 19-22=-8, 16-19=-10, 13-14=-7, 14-16=-8, 10-13=-9, 9-10=-8, QRQEESS/�n71/ 9-48=-10 BOT CHORD 2-52 = 1 1, 51-52= 11, 50-51 = 1 1, 49-60= 1 1 , 48-49 = 11, 47-48 = 18, 46-47 = 1 9, 45-46 = 19, ��� �G�� F 2 44-45 = 19, 43-44 = 19, 42-43 = 19, 41-42 = 19, 40-41 = 19, 39-40 = 17, 38-39 = 17, 37-38 = 17, 36-37 = 17, 35-36 = 17, 34-35 = 17, 33-34 = 17, 31-33 = 17 WEBS 16-43=-95, 16-17=-90, 19-42=-119, 19-20=-124, 3-52=-139, 4-51 =-102, 5-50=-111, Wr C 919 6-49=-109, 7-48=-109, 9-47=-105, 8-9=-110, 10-46=-111, 10-11 =-109, 13-45=-107, QY 12-13=-111, 14-44=-92, 14-15=-91, 22-41 =-115, 21-22=-116, 23-40=-107, 24-39=-111 3 / 25-38=-109, 26-37=-109, 27-36=-110, 28-35=-107, 29-34=-120, 30-33=-84 n 3,. tj T Clvl - �TFOF CAOFo Continued on page 2, `d December 9,2003 � , Waming - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE)( REFERENCE PAGE MII.7473 BEFORE t13E- -- Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Applicability of design paramenters and proper incorporation of component is responsibility of budding designer- not truss loaded is the Installed and vertically. designer, Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction designer.in For guidance responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building general and bracing, consult QST 8a Quality Standard 058-89 Bracing Specification. and HIB -91 regarding fabrication, quality control, storage, delivery, erection Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D Onofdo Drive, Madison, W 153719--- Job Truss Truss Type Qty Ply 810834913 STIMDUPA B1 HOWE 1 1 i (optional) moss lumber, Paradise, CA, 9b969 4.:G01 6H1 5 U C t 1 / 2UU2. MI I e K Inaustrles, Inc. Mon u e c u6 13: c,6:d/ 2uud rage z NOTES 1) All plates are 1.5x4 M1120 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Design assumes 4x2 (flat orientation) purlins at cc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard jr f-5 © Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vemcally. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Hnndllnn Installina and Bracina Recommendation available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply --- — 22-2-12 2 X 4 OF No. 1&Btr-G � WEBS 2 X 4 DF Stud/Std-G R10834914 STIMDUPA 62 I HOWE - 14 1 7-94 Plate Offsets (X,Y): [2:0-8-0,0-0-61,[6:0-8-0,0-0-61,[9:0-4-0,0-3-01 _ TOP CHORD 1-2=36, 2-3=-2431, 3-4=-1650, 4-5=-1650, 5-6=-2431, 6-7=36 (optional) — — —' moss lumber, Tara Oise, (-A, ybyb9 M if -z-0-0 2-0-0 7_9-4 7-9-4 4.zU l 'In I s JUL I A zUUz ", ICA II IU UJ IIIC], links IYIUII - - I --- I -- , ayc � 15-M 22-2-12 7-2-12 7-2-12 4x4 - 4 M-0-0 32-0-0 7-9-4 2-0-0 Scale = 1:62.9 lu a 1.5x4 11 5x8 - 1.5x4 1 I"? I7 0 LUMBER 7-94 TOP CHORD 15-0-0 -- --- — 22-2-12 2 X 4 OF No. 1&Btr-G 30-0-0 WEBS 2 X 4 DF Stud/Std-G 7-94 REACTIONS 7-2-12 7-2-12 Max Grav 2=I768(Ioad case 2), 6=1768(load case 3) 7-94 Plate Offsets (X,Y): [2:0-8-0,0-0-61,[6:0-8-0,0-0-61,[9:0-4-0,0-3-01 TOP CHORD 1-2=36, 2-3=-2431, 3-4=-1650, 4-5=-1650, 5-6=-2431, 6-7=36 BOT CHORD 2-10=2157, 9-10=2157, 8-9=2157, 6-8=2157 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.11 9 >999 M1120 220/195 TCDL 11.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.24 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.08 6 n/a BCDL 10.0 Code UBC97/ANS195 1st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD BOT CHORD 2 X 4 OF No. 1&Btr-G BOT CHORD WEBS 2 X 4 DF Stud/Std-G WEBS REACTIONS (Ib/size) 2= 1689/0-5-8, 6=1689/0-5-8 Max Grav 2=I768(Ioad case 2), 6=1768(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=-2431, 3-4=-1650, 4-5=-1650, 5-6=-2431, 6-7=36 BOT CHORD 2-10=2157, 9-10=2157, 8-9=2157, 6-8=2157 WEBS 3-10 = 148, 4-9 = 883, 5-8 = 148, 3-9 =-774, 5.9 =-774 Sheathed. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-9, 5-9 NOTES 1) Design load is based on 30.0 psf specified roof snow load. d -y l1 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. fwJ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem: with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 209% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A Yarning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respcnsibiliity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bradno Recommendatlen available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 December 9,2003 Jab Truss Truss Type Qty Ply ^i STIMDUPA B3 SCISSORS 10 1 810834915 I/deft TCLL 30.0 Plates Increase 1.15 TO 0.95 (optional) _ J moss tum Der, rafamse, UA, `J!)Jtl`J f•LU I on l 5 UCi I/ LUUL Ivu l e& inu U5ules, If I(;. ivion VeC U0 IJ[u O:Qo GUUJ rdyC I -2-0-0 5-5-5 10-2-10 15-0-0 19-9-6 24-6-11 30-0-0 32-M 2-0-0 5-5-5 4-9-6 4-9-6 4-9-6 49-6 5-5-5 2-0-0 Scale _ 1:57.1 M v( 0 4x5 I. 5 1-9-15 15-0-0 22-2-1 30.0-0 /915 721 - 721 - -- 7-9-15 Plate Offsets (X,Y): 12:0-2-7,Edgel, 18:U-Z-/,1zdgel LOADING (psf) SPACING 2-0-0 CS! DEFL in (loc) I/deft TCLL 30.0 Plates Increase 1.15 TO 0.95 Vert(LL) -0.39 11 >904 TCDL 11.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.69 10-11 >517 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.49 8 n/a BCDL 10.0 Code UBC97/ANS195 1 st LC LL Min I/defl = 360 LUMBER BRACING PLATES GRIP M1120 220/195 Weight: 129 1b TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std-G 'Except' 5-11 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 2 = 1689/0-5-8, 8 = 1689/0-5-8 Max Grav 2 = 1768(load case 2), 8 = 1768(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-4788, 3-4=-4380, 4-5=-3191, 5-6=-3191, 6-7=-4380, 7-8=-4788, 8-9=35 BOT CHORD 2-12=4340, 11-12=3755, 10-11 =3755, 8-10=4340 WEBS 5-11 =2463, 3-12=-306, 4-12=469, 4-11 =-827, 6-11 =-827, 6-10=469, 7-10=-306 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load +- dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula, Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTak connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, 4VI 53719 December 9,2003 Ii To nc Job I Truss Truss Type Qty Ply I 910834916 STIMDUPA B4 HOWE 1 1 (optional) moss IUmuer, rarauise, LN, y00oy -2-0-0 2-0-0 V.<.v i ani vui i r <vv� ivu i cn iiiuuauic�, uiu. iviuii ecu - ru.au.aa -- . 154}-0 30-0-0 32-0-0 15-0-0 ------ 15-0-0 2-0-0^ Scale = 9 B2 1 3x4 - 13 12- 14 6.00 12 9 1I 8 > 6 /7 5 4 /� II 3 15 17 19 \ 20 21 �\y 22 2 2� 24 h r� y1 r 61 25i o � o 4X4 � 4X4 � 4 41 40 39 318 37 36 35 34 33 32 31 30 219 28 27 26 45 44 43 2 - 5x6 30-0-0 30-0-0 Plate Offsets (X,Y): [13:0-2-0,Edgel, [24:0-3-10,0-2-01, [32:0-3-U,U-3-UI LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES TCLL 30.0 Plates Increase 1.15 TC 0.48 Vert(LL) n/a - n/a M1120 TCDL 11.0 1 Lumber Increase 1.15 BC 0.22 Vert(TL) 0.08 1-2 >314 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 24 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 200 Ib LUMBER - --- BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No. t &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 2=365/30-0-0, 32 = 136/30-0-0, 36=1 13/30-0-0, 35= 165/30-0-0, 45= 141/30-0-0, 44- 143/30-0-0, 43= 133/30-0-0, 42= 137/30-0-0, 41 =136/30-0-0, 40= 136/30-0-0 , 39 = 136/30-0-0, 38 = 138/30-0-0, 37 = 111/30-0-0, 34 = 15 1 /30-0-0, 33 = 133/30-0-0, 31 = 136/30-0-0, 30 = 136/30-0-0, 29 = 138/30-0-0, 28 = 128/30-0-0 , 27 = 169/30-0-0, 26 = 54/30-0-0, 24 = 362/30-0-0 Max Uplift 26=-28(load case 3) Max Grav 2 = 563(load case 2), 32= 1 56(load case 3), 36= 133(load case 2), 35 = 179(load case 3), 45 = 141 (load case 1), 44 = 202(load case 2), 43 = 144(load case 2), 42 = 159(load case 2), 41 = 155(load case 2), 40= 156(load case 2), 39= 156(load case 2), 38 = 1 58(load case 2), 37 = 1 29(load case 2), 34 = 174(load case 3), 33 = 153(load case 3), 31 = 1 56(load case 3), 30 = 1 55(load case 3), 29 = 160(load case 3), 28=139(load case 3), 27=229(load case 3), 26=86poad case 4), 24=574(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=71, 2-3=-80, 3-4=-43, 4-5=-40, 5-6=-40, 6-7=-40, 7-8=-40, 8-9=-40, 9-10=-40, 10-11 =-41, 11-12--33, 12-13=-39, 13-14=-42, 14-15=-45, 15-16=-39, 16-17=-40, 17-18=-40, 18-19=-40, 19-20=-40, 20-21 =-40, 21-22=-41, 22-23=-32, 23-24=-74, 24-25=71 BOT CHORD 2-45 = 14, 44-45 = 14, 43-44 = 14, 42-43 = 14, 41-42 = 14, 40-41 = 14, 39-40 = 14, 38-39 = 14, 37-38 = 14, 36-37 = 14, 35-36 = 14, 34-35 = 14, 33-34 = 14, 32-33 = 14, 31-32 = 14, Y> ,Or El 30-31 = 14, 29-30 = 14, 28-29 = 14, 27-28 = 14, 26-27 = 14, 24-26 = 14 WEBS 12-36 = -89, 14-35=-12.2, 3 45--139, 4-44=-102, 5-43 = 111, 6-42 109, 7-41 =-109, �Q �0 8-40 = -109, 9 39=-110, 10-38--111, 11 37=-90, 15-34 122, 16-33 107 17-32=-109, 0 18-31 =-109, 19-30--109, 20-29 -110, 21-28--107, 22-27 j20 23-26=-84 aLU�� C `, NOTES Allplates lted. ochord ti p j } 2) Gable requires continuous bottom bearing. ` 3) Gable studs spaced at 1-4-0 oc. CIV' �OFCF Continued on page 2 Design valid for use only with MiTek ccnnectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramentem and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handlino Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 GRIP 220/195 December 9,2003 Job Truss Truss Type Qty Ply � I 810834916 STIMDUPA 84 HOWE 1 1 (optional) moss iumoer, Yafauise, I -A, `JbJUJ N.LU I N11 s UCL I J LVVL NII IeK moustres, Inc. Mon L)ec Vo IJ:DO:J7 LVVo rage G NOTES 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A Warring - Verify design paramet— and READ NOTES ON THIS AND INCLUDED MMK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, OSS -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoido Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply (X,Y): [4:0-4-0,0-2-41, [13:0-2-8,0-2-121 \ 810834917 �STIMDUPA XBT1 HOWE 1 1 XST1 Plates Increase 1.15 TC 0.74 TCDL 11.0 Lumber Increase 1.15 (optional) moss IUmoer, raraoise, l.A, bJbJbJ 8-3-11 8-3-11 ' .LV I arl I s VUL 1 / 4UU4 Wil I eK II IUUslrlCs, IrlC. W1011 LJCU VO I J-0- 4- FOBU , 15-0-0 21-8-5 30-0-0 6-8-5 6-8-5 8-3-11 5x6 - 3.00 12 3 3x4 2 19 187 16 '15 14 \ 3x6 I Scale = 1:49.4 6x8 4 5 3z5 13 12 11 10) 8 7 6 3x8 7x8 3x6 r /) 21-8-5 30-0-0 _ I DEFL in (loc) I/defl PLATES GRIP Vert(LL) -0.08 1-19 >999 M1120 2.20/195 Vert(TL) -0.13 1-19 >610 HOrz(TL) 0.00 5 n/a 1 st LC LL Min I/defl = 360 i Weight: 149 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G ` TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std-G OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 1 =308/0-5-8, 13 = 583/23-6-0, 5 = 25/1/23-6-0, 17 -951/23-6-0, 9 = 593/23-6-0, 19=351/23-6-C, 18=-471/23-6-0, 16'-13/23-6-0, 10=22/23-6-0, 14=45/23-6-0, 12=64/23-6-0, 1 1 =8/23 6-0, 10=46/23-6-0, 8 = 82/23-6-0, 7=-152/23-6-0, 6=300/23-6-0 Max Uplift 18=-521(load case 2), 7=-176(load case 3) Max Grav 1 = 353(load case 2), 13 = 583(loadIlase 1), 5 = 2900oad case 3), 17 = 11 140oad case 2), 9=717(load case 3), 19=382(1bad case 2), 16=42(load,case 4), 15=41(load case 4), 14=90(1oad case 4), 121127(load case 4), 11=17(load case 4), 10=71 (load case 4), 8=89(load case 3), 6=334(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=57, 2-3=65, 3-4=-67, 4-5=-101 BOT CHORD 1-19=26, 18-19=26, 17-18=26, 16-17=26, 15-16=26, 14-15=26, 13-14=26, 12-13=25, 11-12=25, 10-11 =25, 9-10=25, 8-9-25, 7-8=25, 6-7=25, 5-6=25 WEBS 2-17=-645, 3-13=-493, 4-9=-624, 2-13=-33, 4-13=-32 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANS1,'TPI 1-1995 criteria. LOAD CASE(S) Standard Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramentars and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construcfion is the nusponsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracinq Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, 'NI 53719 pRpF ESS/p�9 J4�oF 0 Z C� rn cl�C 919rn �� 1 C{/)1 / 60F C AL\� () December 9,2003 �1�7i J XVMK , ie ,1' 8-3-11 o-8-5� Plate Offsets (X,Y): [4:0-4-0,0-2-41, [13:0-2-8,0-2-121 \ LOADING (psf) SPACING 2-0-0 CSI TCLL 30.0 Plates Increase 1.15 TC 0.74 TCDL 11.0 Lumber Increase 1.15 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL 10.0 Code UBC97/ANS195 (Matrix) Scale = 1:49.4 6x8 4 5 3z5 13 12 11 10) 8 7 6 3x8 7x8 3x6 r /) 21-8-5 30-0-0 _ I DEFL in (loc) I/defl PLATES GRIP Vert(LL) -0.08 1-19 >999 M1120 2.20/195 Vert(TL) -0.13 1-19 >610 HOrz(TL) 0.00 5 n/a 1 st LC LL Min I/defl = 360 i Weight: 149 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G ` TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std-G OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 1 =308/0-5-8, 13 = 583/23-6-0, 5 = 25/1/23-6-0, 17 -951/23-6-0, 9 = 593/23-6-0, 19=351/23-6-C, 18=-471/23-6-0, 16'-13/23-6-0, 10=22/23-6-0, 14=45/23-6-0, 12=64/23-6-0, 1 1 =8/23 6-0, 10=46/23-6-0, 8 = 82/23-6-0, 7=-152/23-6-0, 6=300/23-6-0 Max Uplift 18=-521(load case 2), 7=-176(load case 3) Max Grav 1 = 353(load case 2), 13 = 583(loadIlase 1), 5 = 2900oad case 3), 17 = 11 140oad case 2), 9=717(load case 3), 19=382(1bad case 2), 16=42(load,case 4), 15=41(load case 4), 14=90(1oad case 4), 121127(load case 4), 11=17(load case 4), 10=71 (load case 4), 8=89(load case 3), 6=334(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=57, 2-3=65, 3-4=-67, 4-5=-101 BOT CHORD 1-19=26, 18-19=26, 17-18=26, 16-17=26, 15-16=26, 14-15=26, 13-14=26, 12-13=25, 11-12=25, 10-11 =25, 9-10=25, 8-9-25, 7-8=25, 6-7=25, 5-6=25 WEBS 2-17=-645, 3-13=-493, 4-9=-624, 2-13=-33, 4-13=-32 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANS1,'TPI 1-1995 criteria. LOAD CASE(S) Standard Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramentars and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construcfion is the nusponsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracinq Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, 'NI 53719 pRpF ESS/p�9 J4�oF 0 Z C� rn cl�C 919rn �� 1 C{/)1 / 60F C AL\� () December 9,2003 �1�7i J XVMK , ie ,1' Job Truss ITruss Type Qty Ply 21-8-5 -�- 8-3-11 6-8-5 R10834918 STIMDUPA XBT2 HOWE 1 1 XBT1 LOADING (psf) SPACING 2-0-0 (optional) _ iet ca.ni onni o� a 1 moss lumber, Faradise, CA, 95969 v- i .ani a vct I , cvvc ry 1 I cn Industries, Inc. Mon ✓cam vu �.,.....•� ...,.. .. y.. 8-3-1115-0-0 21-8-5 30-0-0 �- 8-3-11 - --_T- - &-8-5 _- --- 6-8-5 �- 8-3-91 Scale = 1:49.4 4x5 - 3.00 12 3 3x8 21 20 19 197 16 15 14 13 12 11 103 8 7 6 3x8 3x6 i I 7x8 - 3x6 I' 2x4 i I LUMBER --- - - -_ BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 1 =227/14-0-0, 5=253/12-6-0, 17=893/14-0-0, 9=840/t12-6-0, 21 =307/14-0-0, 20=-141/14-0-0, 19=74/14-0-0, 18=1/14-0-0, 16=45, '0-0, 1 5 = -38/14-0-0, 14=124/14-0-0, 12=127/12-6-0, 11 =-42/12-6-0, 10=,72/12,-6-0, 8=83/12-6-0, 7=-152/12-6-0, 6=299/12-6-0 Max Uplift 20=-165(load case 2), 18=-4(load case 2), 15=-38(load case;111=-42(load case 1), 7=-176(load case 3) \, Max Grav 1 = 262(load case 2), 5 = 292(load case 3), 17 = 1004(load case 2), 9 = 945(load case 3), 21=346(load case 2), 19=80(load case 2), 18=320cad case 4),x•16=630oad case 4), 15 = 11 (load case 4), 14= 1 28(load case'4), 12 = 1 57(load case44), 10=83(load case 4), 8=90(load case 3), 6=334(load case 31 0 'j FORCES (Ib) - First Load Case Only TOP CHORD 1-2=46, 2-3=-573, 3-4=-574, 4-5=-111 Oy1 BOT CHORD 1-21 =35, 20-21 =35, 19-20=35, 18-19=35, 17-18=35, 16-17=35, 15-16=35, 14-15,=35, 13-14=35, 12-13=35, 11-12=35, 10-11 =35, 9-10=35, 8-9=35, 7-8=35, 6-7=35, 'y 5-6 = 35 WEBS 2-17=-883, 3-13=-252, 4-9=-886, 2-13=470, 4-13=469 i NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load, 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Warring - Verify design par -t- and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and 'bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIS -91 .,..,Ii,..,, i, -im,, - ri - i- Ro-mmendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 December 9,20703 " �' 8-3-11 15-0-0 21-8-5 -�- 8-3-11 6-8-5 6-8-5 - 8-3-11 Plate Offsets (X,Y): (4:0-4-0,0-2-41,(13:0-2-8,0-2.-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.04 5-6 >999 M112O 220/195 TCDL 11.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.05 5-6 >945 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) -0.00, 1 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 149 Ib LUMBER --- - - -_ BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 1 =227/14-0-0, 5=253/12-6-0, 17=893/14-0-0, 9=840/t12-6-0, 21 =307/14-0-0, 20=-141/14-0-0, 19=74/14-0-0, 18=1/14-0-0, 16=45, '0-0, 1 5 = -38/14-0-0, 14=124/14-0-0, 12=127/12-6-0, 11 =-42/12-6-0, 10=,72/12,-6-0, 8=83/12-6-0, 7=-152/12-6-0, 6=299/12-6-0 Max Uplift 20=-165(load case 2), 18=-4(load case 2), 15=-38(load case;111=-42(load case 1), 7=-176(load case 3) \, Max Grav 1 = 262(load case 2), 5 = 292(load case 3), 17 = 1004(load case 2), 9 = 945(load case 3), 21=346(load case 2), 19=80(load case 2), 18=320cad case 4),x•16=630oad case 4), 15 = 11 (load case 4), 14= 1 28(load case'4), 12 = 1 57(load case44), 10=83(load case 4), 8=90(load case 3), 6=334(load case 31 0 'j FORCES (Ib) - First Load Case Only TOP CHORD 1-2=46, 2-3=-573, 3-4=-574, 4-5=-111 Oy1 BOT CHORD 1-21 =35, 20-21 =35, 19-20=35, 18-19=35, 17-18=35, 16-17=35, 15-16=35, 14-15,=35, 13-14=35, 12-13=35, 11-12=35, 10-11 =35, 9-10=35, 8-9=35, 7-8=35, 6-7=35, 'y 5-6 = 35 WEBS 2-17=-883, 3-13=-252, 4-9=-886, 2-13=470, 4-13=469 i NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load, 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Warring - Verify design par -t- and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and 'bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIS -91 .,..,Ii,..,, i, -im,, - ri - i- Ro-mmendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 December 9,20703 " �' PEAK PLAT E: :3-4 12x 1) 6-6 12x(3) C fi-t3 12x13) `\ NIAXIMUM i' -W I AVI Willi ( 6"-0" MAXIrviUM 111 UCJ<S (il 32"u.c. 011 2' 0"LnvL PACIN(3 lm4x ---- BRACE SMAXImi. Willi 2 h2 (In 11111 OU I I ()()KI HS CU I IN 10 GA(ILE u 32"a.c. It ( — 2x4 #2 MINIMUM CONIIN(101JS-2x4 BRACE S I (IONGIIA(1: 1311ACED I O 1100E S I RUC IUHL A 16'-U" iv1AXIMUIv1. 1 I S 41IONGRACK Al; 2x4 S NIONG13ACK (3f1ACE0 4'-10" Cl LASPAN, 10 Mill Ai LVERY 6'-0" MAXIMUM \ 1.5-:3, IYPICAL 4'-1.5"Cl-FA1151"All, 130 MINI CONNE�IION \ MINIMUM GIInUG CIT(RUS AND STUDS 2x4 S 1 UD/S IANI_)AIII). ' SIUUS !O fit- MAXIMUM 24 WALL ©RACING PER BUILDING DESIGNER. \ HEEL PLAiE: 9 4 12x4) 6-6 Ji.6 2XF3 SPLICE; 3-412x4)- 6-6 12x6) CONTINUOUS REAIIING WAIL. 6-6 (2x11) A2)(4 CONTINUOUS (SACKING 1 WHIT 16d NAILS AT 24" o.c, 10 THE WALL PLATE. GABLE END FRAMING Col NJ:CIION D(=IAll 13 (Mll1. HAIL IIEUUI1IEMEN IS SI OWNI SECTION A XIMUM 40 PSP LIVE LOAD. 2x4 5' 11) 1)1OCJ; VVI 111 3-J Gd NAIL S MP11 WIND EXPOSURE (I, SHEANIING TO GABLE LA. EIdD AND fill NAILS 1-11OM SILA IIIING Bd AI 6" o e. OATILE STUD 3� 0" WALL HEIGHT. 11105s, Od AT 6- o.I 10 ULOCI< AT 6"o.c. s Fy 3JIACING U J JIM / G1 DE AILS - 16d AT 24' o.c. TV,u c. - 2 16d �'16d I Y i � 501 ID Ill ocK t A i No 0 5982 1) WNii 2-16d iOE \ \ 24'o.c. 2x4 BRAC£_ 2 JGd NAILED EA. END 2-16d p. 1 31/02 Will 4-16d NAI( CN1\- 1 OP��1 CODE SPAGUA3 UAIE —�•� �'-"'----------- MODEL 20 URC CON TINUOUS2/1 1199 IVAHNING Read all Holes on and (live sheet agive a co h•.,Irsup„gln,;v „n��„h,,ih�„I�I,,,y,...... ern n,, s > PY Of it to the ErectingContractor. Contracto Ihn,,: 1 f h l.t :r,l nn }.l,t c.,!it_alin n.i n,nv Aird L he [ nn,enPn',��l, iliiA,--ed / I o, nl,onq„1 manvld LYul �, and dont in �■'`�� ■ �'`l., „i. -e.... hl',„ h,i,l. ii,,, ldrxi, Y is n: [ —ed I,r lli,nnntlnn:ll Acclilocy. UMI Ol,slons ale T ■ !�T� ',., c',1 ,�, ,I,i� il, n,. ,,, r, r1 .c 1n” 1 11,,,, l„inI in I.a l,n, .r Tls�nr/i hih liar' 1lraiy„e, sl,g9 estminln Ihn It,• Io�ds rM■ ."un rn l a,lr,u ��„l,ou•,! I�r Ihn i„ al b,nl,uun aide rin �n rp c ►�,( r'.1 c, 111•„ sl,rall,iny a i, Il ll,t' n,�lfnni , I,n,d ,c lal e, Ai, � r,1 Ihgl the I hn,J Is lel ernlln 6lntrrJ Oy Ih• DETAILS �sJ�dw�, '1 „1 .�.51:)�11AYl f> �I u1�yr :,•,�11 ltu�l1n,l�lrnl ,du,,,r,.� n51--a-ii i,1, p"` I�,Ih Ileuuluy'Il�aeconyn�i�e,n sh�u Hol be ldnce4iln eny sn�ronnlenl tlr�l LE _ �.' �h r.........1.In, l,l�le crn ns„>n f,�l,nr Alt. i,nndln, n,il,lll And U��CO Ihls ItUss In 66R....wJJ� IIiU',Ve �l S'iSI k7.1S CUIX'UIlnIIUP! I ll II I Il„.., n n;u, Lu,l It u5rrrl �.fnnUnt I y ! ml- Utmllly roll lllUd S1NtUngU IOU AIE TAI PLATE CPNNEGIIT ql! ulllS CS dU51 A81- If IG ItI,,IAT 111If; "'It) ill 1A(:1114 MEIAL P(AIE COT nECIEU WOOD IflUSSES. iljig. 91) "a *111o91 S7 4 E I by Irl I Gr buss Plelr W sbinit I l fq A 6q AhM at `IJJ UOnoMm p1rvt. 1•IaJsn�1. Wlscaun 57719. Iha AroMgrl iolesi Md ' IAT iAJ � lu,. nl �,l .il I<51) rnnher hr he A,n II'fi $Iq hNl 2--811 MIN. 77 Z/— (2) 2"X fOF FLAtl� l i i i i t }�At7Etz ii II i I i! 11 211X SOLI!? A KG. �FQV- ffATWNG JOINf5 ( OIZIeNf FACS f0 SCATHING) YA )ZASP 9f-ATNW6 3/ 611 MIN. ApPLEI7 f0 � FAa, NAL WITH Ih I 1 8d COMMON Oil GALS."NALS a 6" O.C. AZ% EPCE5, MV 12' O.C. IN FrELP II II I� 11 PGt t t. 5TU25 Af CGZl M ANTI 1 CGtW51NK NIff5 & WA5V5 MIN. 1I 2" P"A.E3. N,101 Z t3af5 W11H T' MIN, EMD -F -P& ENf HaPOWN WITH 1800# MIN. CAPACITY (W50N H72A, H7 A. a EQI.A. W1TH 550 AtJC a BX l.f SiaP A5 ldOMP FOg I-ai2c Md) FIN. �Pt7i; 1 1 I I TX 5U FI.ATF I 1 I ! -1-- --�_- - - - - - - L 1 2 2'- 811 MIN. --- --------------------------------------1 t I --------------------------------------------------------------------------------� AL TRRNA TE BRA CRD WALL PANEL NOTES: z 1. For use in garage wall where due to location of overhead doors, a 4'- 0" lateral panel can not be provided. 2. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be Iess than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4). For Single Story Buildings (With noted modifications for two story buildings) 'IIII�IIII -----T ----- 11 1 1, 11 1� it SI 11 I I 1 11 II ! I L 1-.---:�L:--�-Ji II 11 II ,I 11 I1 li II ,I 11 II ,1 4 I 11 l II I 1 I ! ! 1 1 1 a 1 --- --------------------------------------1 t I --------------------------------------------------------------------------------� AL TRRNA TE BRA CRD WALL PANEL NOTES: z 1. For use in garage wall where due to location of overhead doors, a 4'- 0" lateral panel can not be provided. 2. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be Iess than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4). For Single Story Buildings (With noted modifications for two story buildings) 'IIII�IIII AP# CDF FIRE SAFE REQUIREMENTS PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# r / NAME [X] 1273,10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space V1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. [, 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 3 LK e, sl AN PERMIT # Other Requirements If Quildinq Setback is 15 to 30 Feet, - Class A or B roof and Enclosed Eaves LID N,kW If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Nardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 TABLE OF CONTENTS TOC Project Title.......... LAKERIDGE CIR. #B t.tNil Date..12/03/03 12:06:01 h,roject Address........ LAKERIDGE CIR. #B — MAGALIA, CA 1 *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 TABLE OF CONTENTS Report '.moo FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 10 ��� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 dd******* r=oject ress........ A LAKERIDGE CIR. #B P MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 GENERAL INFORMATION FENESTRATION Orientation Conditioned Floor Area..... 1500 sf U- Factor SHGC Building Type .............. Single Family Detached Window Construction Type ......... New 20.0 0.500 Building Front Orientation. Front Facing 270 deg (W) Yes Number of Dwelling Units... 1 (W) 14.0 Number of Stories.......... 1 Standard Standard Floor Construction Type.... Raised Floor (W) Glazing Percentage......... 11.6 % of floor area Standard Average Glazing U -factor... 0.5 Btu/hr-sf-F Door Front Average Glazing SHGC....... 0.62 0.500 0.640 Average Ceiling Height..... 9.8 ft Yes Window BUILDING SHELL INSULATION (W) Component Frame Cavity Sheathing Total Assembly - Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Orientation Area (sf) U- Factor SHGC Interior Shading Exterior Shading Over - hang/ Fins Window Front (W) 20.0 0.500 0.610 Standard Standard Yes Window Front (W) 14.0 0.500 0.610 Standard Standard Yes Window Front (W) 24.0 0.500 0.610 Standard Standard Yes Door Front (W) 20.0 0.500 0.640 Standard Standard Yes Window Front (W) 9.0 0.500 0.610 Standard Standard Yes Window Back (E) 24.0 0.500 0.610 Standard Standard Yes Window Back (E) 24.0 0.500 0.610 Standard Standard Yes Door Back (E) 16.5 0.500 0.640 Standard Standard Yes Window Back (E) 20.0 0.500 0.610 Standard Standard Yes Window Right (S) 3.0 0.500 0.610 Standard Standard Yes ate;Ua a ? 1 � i 4s � M 9 it ��3 — ., �.� �;.,.�! , AF � 3, lni N CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 HVAC SYSTEMS This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER No Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Signed.. (date DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... HAROLD STIMSON Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Company. Address. STIMSON CONSTR. 14340 TROY WAY Address. 5655 Almond Street MAGALIA, CA 95954 Paradise, CA 95969 (530) 873-1308 Phone... 530-877-8882 Tri se. :.. . . ate � MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 Project Address........ LAKERIDGE CIR. #B ******* * * Building Permit # Plan Check Date F-1e_1_d__Check7 Date Documentation Author. Climate Zone........ rnmplianr.e Method... MAGALIA, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 . 11 MICROPAS6 v6.01 for v6.01 ******* 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON9 Wth-CT711S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er'' ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. .*150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply t terior mass walls). o ex *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. 11111NIM i� I d/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect j hot water tank. �✓ *150 (m) : Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings 1/4 inch, the combination of mastic and either mesh greater than or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber is in combination with addhesive duct tapes unless such tape used mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 786 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: At least 36 inches of pipe between filter and heater a. for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation '�' pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.! 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved.` COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 Project Address........ LAKERIDGE CIR. #B ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check7 Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 14.83 12.04 2.79 14.39 17.02 -2.63 15.76 13.18 2.58 44.98 42.24 2.74 �I *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1500 sf Single Family Detached New Front Facing 270 deg (W) 1 1 ReducedYear Raised Floor 1 14760 cf 0 sf 11.6 0 of floor area 0.5 Btu/hr-sf-F 0.62 9.8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1500 14760 1.00 Yes Setback 2.0 Standard No Page 8 C -2R COMPUTER METHOD SUMMARY Date Project Title...... LAKERIDGE CIR. #B ..12/03/03 12:06:01 MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 OPAQUE SURFACES Area U- insul Act Tilt Solar Gains Reference Form 3 Location/ Comments Surface (sf) factor R-val Azm HOUSE 1 Wall 363 0.065 17.8 270 go Yes w.19.2X6.16 90 Yes W.19.2X6.16 2 Wall 72 0.065 17.8 198 0.065 17.8 0 0 90 No W.19.2X6.16 3 Wall 4 Wall 366 0.065 17.8 90 90 Yes W.19.2X6.16 90 Yes W.19.2X6.16 5 Wall 267 0.065 17.8 180 0 90 No None 6 Door 17 0.330 0 1500 0.025 38 n/a 0 Yes R.38.2X4.24 7 Roof 1500 0.037 19 n/a 0 No FC.19.2X8.16 8 Floor FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade /iorC (sf) factor SHGC Azm Tilt Type/SHGC YP Orientation HOUSE Window Front (W) 20.0 0.500 0.610 270 90 Standard/0.76 Standard/0.76 S tandard 0.68 Standard/0.68 1 2 Window Front (W) 14.0 0.500 0.610 270 90 3 Window Front (W) 24'0 (W) 20.0 0.500 0.640 270 90 Standard/0.76 Standard/0.68 Standard 0.68 4 Door 5 Window Front Front (W) 9.0 0.500 0.610 270 90 Standard/0.76 Standard/0.76 Standard/0.68 6 Window Back (E) 24'0 0.500 0.610 500 0.610 go go 90 90 Standard/0.76 Standard/0.68 7 Window Back (E) 24.0 go go Standard/0.76 Standard/0.68 8 Door Back (E) 16.0 Back (E) 2 0.500 0.640 90 90 Standard/0.76 Standard/0.68 Standard 0.68 9 Window 10 Window Right (S) 3.0 0.500 0.610 180 90 Standard/0.76 OVERHANGS AND SIDE FINS Window - Overhang Left Fin Right Fin - Area Wdth Hgth Dpth Hght Left Rght Ext Ext Ext Dpth Hght Ext Dpth Hght Surface (sf) HOUSE2.0 1 Window 20.0 5.0 4.0 10 . n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 14.0 4.0 3. 6.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 4 Door 24.0 20.0 3.0 6.6 6.0 1.0 n/a n/a n/a n/a n/a n/a 5 Window 9.0 3.0 3.0 4.0 2.0 1.0 1.0 2. n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 7 Window 24.0 6.0 24.0 6.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n//a n//a n/a 8 Door 16.5 2.5 6.6 4.0 2.0 1.0 2.0 n/a n/a n/a n/a n/a 9 Window 20.0 5.0 3.0 1.0 6.0 n/a n/a n/a n/a n/a n/a 10 Window 3.0 u COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 System Type HOUSE Furnace ACPackage Tank Type HVAC SYSTEMS Refrigerant Minimum Charge and Duct Duct Efficiency Airflow Location R -value Tested ACOA Duct Manual Duct Leakage D Eff 0.800 AFUE n/a Crawlspace R-4.2 No No 0.743 10.00 SEER No Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** ]This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS HVAC SIZING Page 10 HVAC Project Title.......... LAKERIDGE CIR. #B Date..12/03/03 12:06:01 Project Address........ LAKERIDGE CIR. #B ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field CheckF Date Climate Zone........... 11 �, mr I,, Tutu+-r„r MTCROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. V LLL�J11GL11 �.� iii-�-��•••-• - --_.. MICROPAS6 v6.01 File-STIMSON9 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-STIMSON9 TITLE 24 1630 GENERAL INFORMATION Floor Area ................. 1500 sf Volume ..................... 14760 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location..... PARADISE Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 7234 3055 1832 Glazing Conduction ............... 3490 n/a 6893 Glazing Solar...... .......... 8395 2533 Infiltration ..................... n/a 2100 Internal Gain .................... 1912 821 Ducts ............................ Sensible Load...... ...... 21032 17234 Latent Load ...................... n/a 3447 Minimum Total Load 21032 20681 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 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SCALE: APPROVED BY: DRAWN BYuTt N' DATE: REVISED DRAWING NUMBER .3 W, 19 I -7-00Y CA YLL.,_ L. 1 e—e AJ 75017Y A4 11120y,n �•- ,fit / / x ,/2 rrt a A) H Lo ME lll"lllumr,�IIP7 A 6/10/-7.7 6-r- Irl o rim COTO" by r;.D.F, W, �3 950,qcm T - ti r�_l ollrl:�� y 7?9 AJ i< x pz5er, pvc, PA To/q T- 0 TOS C-R- 0 "Z s� OF` Ai EE V sz, -M!01-� )` LJNE��'-3 A 0 41 L SC u UCM.A 2,PT. < Z 19-7 AY SCALE: rd r APPROVED BY: DRAWN 'Y:,- 7? Pyl 5 DATE: REVISED DRAWING NU'A"OER o S - re 11 _. _ ._ _ _ __ __ __.... _ �u ,.,,� t , r - _ _ _ _ ____ __ __ _ . _. Em LOCA TON MAP NO SCALE -004 LEGEND - EXISTING PINE TREE, SIZE AS NOTED INST 15" F.E.S. INV -2421.05 - EXISTING CEDAR TREE, SIZE AS NOTED EX WATER METER 89'16'36� E 368.75 L BLDG SETBACK - EXISTING OAK TREE, SIZE AS NOTED 'NST 15" INV--2421�1 X W E L — � `7 INST 30 LF 15' HDPE . EXISTING FIR TREE, SIZE AS NOTED S=2.8% 06 2 D' 0 ;_991 2424.3 2424.8 ~ EXISTING TREE TO BE REMOVED of 30' 0 -11-�- 2412.00 EXISTING GRADE 0 t DRAWN CHECKIRD MER DATE 7Z9/03 13CALF -1"= 20' - JOIN NO. 1397SP 8HEET .4eETS (7) L0 cv 0 o' F- z CW.. 0 00 U- ui (o V) to o< < x w w < < CL CL a_ t DRAWN CHECKIRD MER DATE 7Z9/03 13CALF -1"= 20' - JOIN NO. 1397SP 8HEET .4eETS (7) cv U-) F- ::D 00 V) ui 2) o< < x w w < < < CL a_ cc 0) < rl) x o (10 co 00 00,+0 On r, Lo t DRAWN CHECKIRD MER DATE 7Z9/03 13CALF -1"= 20' - JOIN NO. 1397SP 8HEET .4eETS �'�Y9ikl3fepi �'i6191! ui+ x _ r�. ''3OB 1� GRUM ,4ER rY i ONSUI,TANT 530-876-9616 �.•W 4 .�,�M1 .. �. a ur 5655 ALMOND STREET PARADISE,.CA 95969 530-977-3979 FXX PARADISE MECHANICAL Title 24 Residential • Title 24 Commercial Lic. 1154 BG27 TI'T'LE 24 SUMMARY JOB NAME: -- CIA, H.E.R.S. VERIFICATION REQUIRED `SIES NO INSULATION: ATTIC =i WALL FLOOR = ,r SLAB FENESTRATION:' "U" VALUE SZ -IGC = d7� SHADING��'�rJ HVAC SYSTEMo�-.V r_.)�o_i. SQUARE FOOTAGE -!�;- Clc) HEATING btu's = HSPF AFUE: 1) k COOLING btu's = ;f' 6 SEER: C) _ WATER HEATING SYSTEM. GAL. STORAGE GAS ENERGY FACTOR GAS INSTANT = RADIANT ROOF: VES: NOo-......_.. HOUSE WRAP; YES: NO: R CDF FIRE SAFE REQUIREMENTS LD 66, APA PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1XI 1.Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. IN 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 11111111IN11111MM AP# o S_ 3 h PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves NAME IN If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature TABLE OF CONTENTS TOC Project Title.......... LAKERIDGE CIR. #AYDate..12/03/03 11:58:51 Project Address........ LAKERIDGE CIR. #A ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 _1 MT(''Vn_DZACF Nrti n -i fnr ?nni 01tan.dards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 0 7111711=1 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 10 'y I N Ai u y ° « i0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... LAKERIDGE CIR. #A Date..12/03/03 11:58:51 Project Address........ LAKERIDGE CIR. #A ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U-facto_r... Average Glazing SHGC....... Average Ceiling Height..... 1500 sf Single Family Detached New Front Facing 270 deg (W) 1 1 Raised Floor 11.6 0 of floor area 0.5 Btu/hr-sf-F 0.62 9.8 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (W) 20.0 0.500 0.610 Standard Standard Yes Window Front (W) 14.0 0.500 0.610 Standard Standard Yes Window Front (W) 24.0 0.500 0.610 Standard Standard Yes Door Front (W) 20.0 0.500 0.640 Standard Standard Yes Window Front (W) 9.0 0.500 0.610 Standard Standard Yes Window Back (E) 24.0 0.500 0.610 Standard Standard Yes Window Back (E) 24.0 0.500 0.610 Standard Standard Yes Door Back (E) 16.5 0.500 0.640 Standard Standard Yes Window Back (E) 20.0 0.500 0.610 Standard Standard Yes Window Right (S) 3.0 0.500 0.610 Standard Standard Yes f; U TY x IVISION w 41. ;It - II l; CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Ti ---,-„t m;t-I� TAKFRIDGE CIR. #A Date..12/03/03 11:58:51 MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 ACCA Manual Thermostat D Type No Setback No Setback Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS HVAC SYSTEMS *** *** installed to manufacturer and CEC specifications, and *** Refrigerant Tested Equipment Minimum Charge and Duct Duct Duct Type Efficiency Airflow Location R -value Leakage Furnace 0.800 AFUE n/a Crawlspace R-4.2 No ACPackage 10.00 SEER No Crawlspace R-4.2 No A WATER HEATING SYSTEMS ACCA Manual Thermostat D Type No Setback No Setback Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... LAKERIDGE CIR. #A Date..12/03/03 11:58:51 MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features :Modeling Assumptions section. DESIGNER or OWNER Name.... HAROLD STIMSON Company. STIMSON CONSTR. Address. 14340 TROY WAY MAGALIA, CA 95954 (530) 873-1308 date .°.°a°J" ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... _ Signed. (date DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 l Signed.,,// J date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.. . LAKERIDGE CIR. #A Date..12/03/03 11:58:51 Prosect Address........ LAKERIDGE CIR. #A ******* Building Permit # Plan Check Date Field Check Date Documentation Author... Climate Zone........... Compliance Method...... MAGALIA, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 Nate: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150 (a) : Minimum R-19 ceiling insulation.{° _150(b): Loose fill insulation manufacturer's labeled R -Value. Lam' *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. ' 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch.'' 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 1=16-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... LAKERIDGE CIR. #A Date..12/03/03 11:58:51 MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulations pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or 1 household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R u ;err TIt-IP......... LAKERIDGE CIR. #A Date..12/03/03 11:58:51 MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 i pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... LAKERIDGE CIR. #A Date..12/03/03 11:58:51 Project Address........ LAKERIDGE CIR. #A ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Zone Type HOUSE Residence Total Standard Proposed Compliance Design Design Margin 14.83 12.05 2.78 14.39 16.95 -2.56 15.76 13.18 2.58 44.98 42.18 2.80 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1500 sf Single Family Detached New Front Facing 270 deg (W) 1 1 ReducedYear Raised Floor 1 14760 cf 0 sf 11.6 0 of floor area 0.5 Btu/hr-sf-F 0.62 9.8 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned 1500 14760 1.00 Yes Vent Vent Air Thermostat Height Area Leakage Type (ft) (sf) Credit Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... LAKERIDGE CIR. #A Date..12/03/03 11:58:51 MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Surface (sf) factor R-val Azm Tilt Gains Reference HOUSE 1 Wall 2 Wall 3u Wall 4 Wall 363 270 366 267 0.065 0.065 0.065 0.065 17.8 17.8 17.8 17.8 270 0 90 180 90 90 90 90 Yes No Yes Yes W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 5 Door 6"Roof 7 Floor 17 1500 1500 0.330 0.025 0.037 0 38 19 0 n/a n/a 90 0 0 No Yes No None R.38.2X4.24 FC.19.2X8.16 90 2 Window FENESTRATION (W) SURFACES Orientation Location/ Comments Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC MOUSE 20.0 5.0 4.0 2.0 1.0 1.0 n/a n/a n/a 1 Window Front (W) 20.0 0.500 0.610 270 90 2 Window Front (W) 14.0 0.500 0.610 270 90 -3 Window Front (W) 24.0 0.500 0.610 270 90 4 Door Front (W) 20.0 0.500 0.640 270 90 5 Window Front (W) 9.0 0.500 0.610 270 90 6 Window Back (E) 24.0 0.500 0.610 90 90 7 Window Back (E) 24.0 0.500 0.610 90 90 8 Door Back (E) 16.5 0.500 0.640 90 90 9 Window Back (E) 20.0 0.500 0.610 90 90 10 Window Right (S) 3.0 0.500 0.610 180 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Window- Overhang Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Left Fin Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Dpth Hght Ext Right Fin- Dpth Hght HOUSE 1 Window 20.0 5.0 4.0 2.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 2 3 Window Window 14.0 24.0 4.0 6.0 3.5 4.0 2.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 3.0 6.6 6.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 5 6 Window Window 9.0 24.0 3.0 6.0 3.0 4.0 2.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 24.0 6.0 4.0 2.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8 9 Door Window 16.5 20.0 2.5 5.0 6.6 4.0 2.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 3.0 3.0 1.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a dhhtd'a �Il U I !'1 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... LAKERIDGE CIR. #A Date..12/03/03 11:58:51 MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 HVAC SYSTEMS Refrigerant Tested RCCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER No Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification bV a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS si+.:al sl _ 19_ HVAC SIZING Page 10 HVAC Project Title.. . LAKERIDGE CIR. #A Date..12/03/03 11:58:51 Project Address........ LAKERIDGE CIR. #A ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 F_1_e1_d__C_heckT Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-STIMSON8 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-STIMSON8 TITLE 24 1629 GENERAL INFORMATION Floor Area ................. 1500 sf 3 Volume ..................... 14760 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ PARADISE Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 7234 3014 Glazing Conduction ............... 3490 1832 Glazing Solar .................... n/a 6893 Infiltration ..................... 8395 2533 Internal Gain .................... n/a 2100 Ducts ............................ 1912 819 Sensible Load .................... 21032 17191 Latent Load ...................... n/a 3438 Minimum Total Load 21032 20630 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ILI EE I 85 9:12 . . . . .. ...... . ....... ... . ........... T -- E§:3 E3 --3 E� 2 ii B 4---__._._._..--...---- Job ITruss Truss Type i I I STIMDUPS Al FINK I Qty Ply --- R10850207 1 j1 (optional) moss lumber, Paradise, CA, 95969 4.201 SRI s Oct 17 2002 Mitek lndustries, Inc. Wed Dec 10 09:16:38 2003 Page 1 _2.0-0 11-G-0 2_0_p 11-0-0 _ I 24-40 Plate Ottsets (X,Y): [18:0-3-10,0-2-01,[25:0-0-4,0-3-0] --- - - LOADING (psf) TCLL 30.0 11-6-0 2_p{1 I DEFL in floc) 1/deft 3x4 - TCDL 11.0 Scale = 1:46.7 0.48 BC 0.22 10 M1120 220/195 BCLL 0.0 Rep Stress Incr YES 9 11 Horz(TL) 0.00 18 n/a 6.00 127 8 ° AA 12 Ist LC LL Min I/defl = 360 6 LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc 5 / BOT CHORD 2 X4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std-G - 14 4\\\ 34 = 141/22-0-0, 33 = 143/22-0-0, 32 = 133/22-0-0, 31 = 137/22-0-0, 30 = 139/22-0-0 , 29 = 11 1/22-0-0, 26 = 151/22-0-0, 24 =127/22-0-0, 23 = 139/22-0-0, 22 = 128/22-0-0, 21 = 170/22-0-0, 20 = 54/22-0-0 5 3 Max Grav 2=563(load case 2), 25=8(load case 4), 18=574(load case 3), 28=133(load case 2) y�y 27 = 179(load case 3), 34 = 141 (load case 1), 33 = 202(load case 2), 32 = 144(load case 2), 31=159(load case 2), 30=158(load case 2), 29=128(load case 2),y /i i 26 = 174(load case 3), 24= 145(load case 3), 23 = 161 (load case 3), 22 = 138(load y� r I ` .. FORCES (lb) - First Load Case Only> 17 2 „9 15-16=-41, 16-17=-32, 17-18=-74, 18-19=71 I BOT CHORD 2-34 = 14, 33-34 = 14, 32-33 = 14, 31-32 = 14, 30-31 = 14, 29-30 = 14, 28-29 = 14, 27-28 = 14, 18 01 3' . 3y. 18-20 = 14 WEBS sy'. 9-28=-89, 11-27=-123, 3-34=-'139, 4-33=-102, 5-32=-110, 6-31 =-109, 7-30=-111, 8-29=-90, 12-26=-122, 13-24=-107, 14-23=-110, 15-22=-107, 16-21 =-120, 17-20=-84 4 - x4 - 34 33 32 31 30 29 2$ 27 26 284 23 22 1 � 2 20 '4x4 -- 2) Gable requires continuous bottom chord bearing. 5x6 - 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads -- -- per Table No. 16-B, UBC -97. 22-0 -0 Plate Ottsets (X,Y): [18:0-3-10,0-2-01,[25:0-0-4,0-3-0] --- - - LOADING (psf) TCLL 30.0 1 SPACING 2-0-0 CSI Plates Increase 1.15 1 TC I DEFL in floc) 1/deft PLATES GRIP TCDL 11.0 Lumber Increase 1.15 0.48 BC 0.22 Vert(LL) n/a n/a Vert(TL) 0.08 1-2 >314 M1120 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 18 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Ist LC LL Min I/defl = 360 Weight: 126 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 2 = 365/22-0-0, 25 = 5/22-0-0, 18 = 362/22-0-0, 28 = 112/22-0-0, 27 = 155/22-0-0, 34 = 141/22-0-0, 33 = 143/22-0-0, 32 = 133/22-0-0, 31 = 137/22-0-0, 30 = 139/22-0-0 , 29 = 11 1/22-0-0, 26 = 151/22-0-0, 24 =127/22-0-0, 23 = 139/22-0-0, 22 = 128/22-0-0, 21 = 170/22-0-0, 20 = 54/22-0-0 Max Uplift 20=-28(load case 3) Max Grav 2=563(load case 2), 25=8(load case 4), 18=574(load case 3), 28=133(load case 2) y�y 27 = 179(load case 3), 34 = 141 (load case 1), 33 = 202(load case 2), 32 = 144(load case 2), 31=159(load case 2), 30=158(load case 2), 29=128(load case 2),y 26 = 174(load case 3), 24= 145(load case 3), 23 = 161 (load case 3), 22 = 138(load y� r case 3), 21=229(load case 3), 20=86(load case 4) ` .. FORCES (lb) - First Load Case Only> , TOP CHORD 1-2=71, 2-3=-80, 3-4=-43, 4-5=-40, 5-6=-40, 6-7=-40, 7-8=-41, 8-9=-33, 9-10=-39,� 10-11=-42, 11-12=-45, 12-13--39, 13-14=-40, 14-15=-40, „9 15-16=-41, 16-17=-32, 17-18=-74, 18-19=71 BOT CHORD 2-34 = 14, 33-34 = 14, 32-33 = 14, 31-32 = 14, 30-31 = 14, 29-30 = 14, 28-29 = 14, 27-28 = 14, 26-27 = 14, 25-26 = 14, 24-25 = 14, 23-24 = 14, 22-23 = 14, 21-22 = 14, 20-21 = 14, 3' . 3y. 18-20 = 14 WEBS sy'. 9-28=-89, 11-27=-123, 3-34=-'139, 4-33=-102, 5-32=-110, 6-31 =-109, 7-30=-111, 8-29=-90, 12-26=-122, 13-24=-107, 14-23=-110, 15-22=-107, 16-21 =-120, 17-20=-84 NOTES RPF ESSjp 1) All plates are 1.5x4 M1120 unless otherwise indicated. �� 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads fi per Table No. 16-B, UBC -97. f1 5) A plate rating reduction of 20% has been applied for the green lumber members. Of J 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 3 * LOAD CASE(S) Standard T CIV 0- \Q CAt1� December 10,2003 Warning - Yarify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer- Bracing shown is for lateral support of individual web members only. Additional temporary bracing toinsure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -813 Quality Standard, DSB-89 Bracing specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 a ry., Y �, g}t M 11 Job Truss i Truss Type I Qty i Ply I STIMDUPB A2 ! FINK 810850208 8 1 (optional) moss lumber, Paradise, CA, 95969 4.201 SR s Oct 17 2002 MiTek Industries, Inc. Wed Dec 10 09:16:38 2003 Page 1 -2- o 59-4 11-M 16-2-12 22-D-{) 24-0-0 2-e-0 5-9-4 5-2-12 5-2-12 6-1 z-ao 4x4 - Scale = 1:46.7 4 3x4 - 5x6 - REACTIONS (lb/size) 2 =1283/0-3-8, 6 = 1283/0-3-8 Max Grav 2 = 1371 (load case 2), 6 = 1371 (load case 3) FORCES 11b) - First Load Case Only TOP CHORD 1-2=36, 2-3=-1747, 3-4=-1510, 4-5=-1510, 5-6=-1747, 6-7=36 BOT CHORD 2-9 = 1549, 8-9 = 1063, 6-8 = 1549 WEBS 3-9=-372, 4-9=541, 4-8=540, 5-8=-372 NOTES I Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard jAk W --in - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 r� 9 'j crv]L ��P TF©F CALIF 3� December 10,2003 MN=a j #T! k'. 76-2 — 14-5-14 22-0-0 7-6-2 B-11-11—� 7-6-2 Plate Offsets (X,Y): [2:0-2-0,0-0-21,(3:0-0-0,0-0-01, [4:0-0-0,0-0-0], (5:0-0-0,0-0-0] (6:0-2-0,0-0-2], (8:0--0 0-3- LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.07 8-9 >999 M1120 220/195 TCDL 11.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.17 8-9 >999 BCLL 0.0 Rep Stress Incr YES I WB 0.27 Horz(TL) 0.04 6 n/a BCDL 10-0 Code UBC97/ANS195 1st LC LL Min I/defl = 360 Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 4-7-10 oc purlins. BOT CHORD WEBS 2 X 4 DF No. 1&Btr-G 2 X 4 OF Stud/Std-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 =1283/0-3-8, 6 = 1283/0-3-8 Max Grav 2 = 1371 (load case 2), 6 = 1371 (load case 3) FORCES 11b) - First Load Case Only TOP CHORD 1-2=36, 2-3=-1747, 3-4=-1510, 4-5=-1510, 5-6=-1747, 6-7=36 BOT CHORD 2-9 = 1549, 8-9 = 1063, 6-8 = 1549 WEBS 3-9=-372, 4-9=541, 4-8=540, 5-8=-372 NOTES I Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard jAk W --in - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 r� 9 'j crv]L ��P TF©F CALIF 3� December 10,2003 MN=a j #T! k'. Job Truss Truss Type iCity Ply 810850209 STIMDUPB B1 HOWE 1 1 (optional) I moss lumber, Paradise, CA, 95969 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Wed Dec 10 09:16:39 2003 Page 1 -2-0-0 5-5-2 10.9-1215-0.-olq-13_0.0-0 ,32-0-0 2-0-0 5-8-2 5-1-10 4-2 1q0 t.5x4111¢ 14-0-10 2-0-0 Scale = 1:88.3 1.5x4 11 1.5x4 II 3x4 - 1.5x4 11 1.5x4 1 8 1.5x4 I'I 1.5x4 6.00 12 3x8 i 67 9 10 1.5x4 1.5x4 5 121.5x4 II 4 13 1.5x4 ,� 11 3x4 1r� 3237� � V 18151.5x4 I 0 3 1131 33\16 171.5x4 II 3x6 34� 3';h�\ 18 19 m_ 1 �2 3x6�-L-: 10x10 \ I'�,.20 2�? o" = 3x6 11 o 3x10 � 30 29 28 3x6 27 26 25 24 23 22 1.5x4 1 3x8 = 5x6 = 5x6 - 1.5x4 ',I 3x6 3x6 11 1.5x4 )I 1.5x4 1.5x4 II --5-8-210-9-12 __ 15-11_ -6 30-0-b.5x4 _ 5-8-2- 5.1-10 5-1-10 14-0-10 Plate Offsets (X,Y): [2:0-10-0,0-0-101, [8:0-2-0,Edgel,[20:0-2-12,0 1-81,[27:0-3-0,0-1-81,[28:0-3-0,0-3-01, [31:0-5-0,0 2-81 - �- LOADING (psf) SPACING 2-0-0 CSI DEFL n (loci I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.1 5 TC 0.70 Vert(LL) -0.09 29-30 > 999 MI120 220/195 TCDL 11.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.15 29-30 >999 1 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.07 20 n/a BCDL 10.0 Code UBC97/AN5195 (Matrix) 1st LC LL Min I/dell = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G- TOP CHORD She or 3-B 3 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 DF Stud/Std-G 'Except` WEBS 1 Row at midpt 4 2% 4-27 2 X 6 DF No. 1&Btr-G REACTIONS (Ib/size) 2=1677/0-5-8, 27=2270/8-5-8, 26=-218/8-5-8, 25=338/8-5-8, 24=230/8-5-8, 23=275/8-5-8, 22=120/8-5-8, 20=652/8-5-8 Max Uplift 26=-249(load case 4) Max Grav 2 = 1964(load case 2), 27 = 2270(load case 1), 25 = 381 (load case 3), 24 = 263(load �� case 3), 23=351(load case 3), 22=162(load case 2), 20=896(load case 3)„ FORCES (11b) - First Load Case Only TOP CHORD 1-2=72, 2-3=-2704, 3-4=-2173, 4-5=-673, 5-6=-588, 6-7=-574, 7-8=-492, 8-9=-517, a 9-10=-623, 10-11 =-593, 11-12=-631, 12-13=-625, 13-14=-803, 14-38=-360,}y 15-38=-470, 15-16=-608, 16-17=-588, 17-18=-587, 18-19=-581, 19-20=-625, 20-21 =71 y BOT CHORD 2-30 = 2298, 29-30=2298, 28-29=2559, 27-28=2557, 26-27=477, 25-26=477, 4-1 Inii 24-25=477, 23-24=477, 22-23=477, 20-22=477 WEBS 4-36=-1474, 32-36=-1509, 32-37=-1601, 31-37=-1560, 31-33=-2136, 33-34=-2233,. 34-35=-2363, 27-35=-2321, 10-31 =-372, 6-32=-205, 3-30=96, 3-29=-504, 4-29=779, 29-31 =-824, 28-31 =78, 11-33=-191, 12-34=-289, 13-35=93, 14-27=-920, 15-26=43, 16-25=-299, 17-24=-246, 18-23=-249, 19-22=-191, 5-36=-77, 7-37=81, 9-31 =88 ,g NOTES 11 Design load is based on 30.0 psf specified roof snow load. t QQR�FESSJp�I 2) Unbalanced snow loads have been considered for this design.4��D� 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads y per Table No. 16-B, UBC -97. 5) A. plate rating reduction of 20% has been applied for the green lumber members. LLJ t {� 6) This truss has been designed with ANSI[TPI 1-1995 criteria. C 19 J3 / LOAD CASE(S) Standard CIV 1L ��+r Continued on page 2 TAT OFCA1.1�fl� December 10,2003 WaminB . verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design pammenters and proper incorporation of component is responsibility of building designer - not truss iiIN NU� designer. Bracing shown is for lateral support of individual Web members only. Additional temporary bracing to insure stability during nerawrislrguid n c the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, OSB -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53779 ___ i iP Rw S v� I — d! urI :` _ jl IJob STMADUPB moss lumber, Paradise, CA, 95969 Truss Truss Type Qty I Ply 810850209 HOWE 1 1 B1 (optional) I d —� r1 1 n n4-1 R 4q 9nn'3 Pace 2 4.201 SR1 s Oct 17 2002 Ml I ek Industries, LOAD CASE(S) Standard 1) Snow: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform Loads (plf) Vert: 1-4=-82.0, 8-38=-207.0, 20-21=-82.0, 2-27=-20.0 Trapezoidal Loads (Plf) Vert: 4= -163.0 -to -8=-207.0, 38= -207.0 -to -20=-164.0 szr� Warning - VeHfy dsalgn p.rametr ns and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design pammenters and proper incorporation of component is responsibility of building designer,- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance MiTekx, regarding fabrication, quality control, storage, delivery, erection and bmang, consult OST -88 Duality Standard, DSB-89 Bracing Specification, and HIB -91 '" Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ----- wa1 t„ +tl 1 _ }l. STIMDUPB 1 B2 moss lumber, Paradise, CA, 95969 -2-0-0 7-9-4 200 79-4 15 i1 I SR1 s Oct 17 2002 MiTek Indu: 15-0-0 22-2-12 7-2-12 7-2-12 4x4 - 4 10 09:16:40 2003 Page 1 7-9A 810850210 2-0-0 Scale = 1:62.1 1u 9 6 1.5x4 5x8 - 1.5x4 II Iy 0 LUMBER BRACING 7-9-4 15-0-0 WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 3-9, 5-9 REACTIONS (lb/size) 6 = 1689/0-5-8, 2 = 1689/0-5-8 30-0-0 Max Grav 6= 1768(load case 3), 2= 1768(load case 2) _ 7-9-4 _ 7-2-12 _22-2-12 7-2-12 — -- 7-94 Plate Offsets (X,Y): [2:0-8-4,0-0-6),[6:0-8-4,0-0-61, [9:0-4-0,0-3-01 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. LOADING (psf) SPACING 2-0-0 CSI DEFL i n (loc)I/deft 5) A plate rating reduction of 20% has been applied for the green lumber members. PLATES GRIP TCLL 30.0 Plates Increase 1.15 i TC 0.94 i Vert(LL) -0.11 9 1999 M1120 220/195 TCDL 11.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.24 9-10 >999 i BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.08 6 n/a ` BCDL 10.0 Code UBC97/ANSI95 cr .art s¢xr <r�a. 1st LC LL Min I/deft = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 3-9, 5-9 REACTIONS (lb/size) 6 = 1689/0-5-8, 2 = 1689/0-5-8 Max Grav 6= 1768(load case 3), 2= 1768(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=36, 2-3=-2430, 3-4=-1650, 4-5=-1650, 5-6=-2430, 6-7=36 BOT CHORD 2-10=2156, 9-10=2156, 8-9=2156, 6-8=2156 WEBS 3-10=148, 4-9=883, 5-8=148, 3-9=-774, 5-9=-774 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Z, ION g,0FESSOrly CO LU C 919 rn Of 31 ti3 L:, v CIViL �POFFCAl1Ffl� ` December 10,2003 cr .art s¢xr <r�a. Warring - Varity design parameteo and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-76473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual buildingcorljponent to be Installed loaded Applicability design and proper incorporation of component is responsibility of bmldmg.designer - not truss AMR and vertically. of paramenters designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the building designer. For responsibillity of the enactor. Additional permanent bracing of the overall structure is the responsibility of the general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91. MiTekl Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 a)I l f x ! lI II I . _ 11 Job STIMDUPB Truss B3 i Truss Type �SCISSORS 1 Qty Ply X10 1 I (optional) 810850211 moss lumber, Paradise, CA, 95969 DEFL 4.201 SIR s Oct 17 2002 MiTek Industries, Inc. Wed Dec 10 09:16:40 2003 Page 1 I/def] -2-0-0 5-5-5 10-2-10 15-0.0 19-9-6 246-11 30-0-0 32-0-0 2-0-0 5-5-5 4-9-6 4-9.6 4-9-6 49-6 5-5-5 2-0-0 -0.69 10-11 >517 Rep Stress Incr YES Scale = 1:57.1 Horz(TL) 0.49 8 4x5 Code UBC97/ANS195 1 1st LC LL Min I/defl = 360 5 Plate Offsets (X,Y LOADING (psf) TCLL 30.0 TCDL 11.0 BCLL 0.0 BCDL 10.0 7-9-15 15-0-0 22-2-1 30-0-0 7-9-15 7-2-1 7-2-1 7-9-15 ?:0-2-7,Edgel,18:0-2-7,Edgel SPACING 2-0-0 CSI DEFL in floc) I/def] Plates Increase 1.15 TC 0.95 Vert(LL) -0.39 11 >904 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.69 10-11 >517 Rep Stress Incr YES WB 0.47 Horz(TL) 0.49 8 n/a Code UBC97/ANS195 1 1st LC LL Min I/defl = 360 PLATES GRIP M1120 220/195 Weight: 129 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or '10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Sid-G 'Except" 5-11 2 X 4 DF No.1 &Btr-G REACTIONS (Ib/size) 2 = 1689/0-5-8, 8 = 1689/0-5-8 Max Grav 2=1768(load case 2), 8= 1768(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-4788, 3-4=-4380, 4-5=-3191, 5-6=-3191, 6-7=-4380, 7-8=-4788, 8-9=35 BOT CHORD 2-12=4340, 11-12=3755, 10-11 =3755, 8-10=4340 WEBS 5-11 =2463, 3-12=-306, 4-12=469, 411 =-827, 6-11 =-827, 6-10=469, 7-10=-306 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 61 Rearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. 'Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Warning - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design pammenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 QROF ESSJp,�� LU C 919 3/ CIV ti- TAT OF CAO- 04 December 10,2003 a.r,.. Te«, orf 9 l If111IIIc I11 ,; Ii Job Truss STIMDUPB B4 moss lumber, Paradise, CA, 95 2-0-0 Truss Type Qty Ply 810850212 HOWE 1 1 (optional) 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Wed Dec 10 09:16:41 2003 Page 1 s ao--------------3o-o-0 32-o-0 15-0-0 - 15-00 2-0-0 Scale = 1:62.1 3x4 = 13 12 14 t0 11 , 15 16 \\ 6.00 12 9 v 17 8 n��- 18 19 7 /�,. 6 20 \ �, 5 � � i - 21 4 /, 'i I 22 3 j A� 23 i= 24 2 r q 2 5i !\-- 0 4x4 4z4 -- 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 3 0 29 28 2 7 26 5x6 - 30-0-0. 30-0-0 Plate Offsets (X.,Y) _[13:0-2-0,Edge], [24:0-3-10,0-2-01, 132:0-3-U,U-3-Ul - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES TCLL 30.0 1 Plates Increase1,15 TC 0.48 Vert(LL) n/a - In/a M1120 TCDL 11.0 Lumber Increase 1.15 BC 0.22 Vert(TL) 0.08 1-2 >314 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 24 n/a Weight: 200 Ib BCDL. 10,0 Code UBC97/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 g -_ LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2 =365/30-0-0, 32 = 136/30-0-0, 36= 113/30-0-0, 35 = 155/30-0-0, 45 = 141/30-0-0, 44 = 143/30-0-0, 43 = 133/30-0-0, 42 = 137/30-0-0, 41 = 136/30-0-0, 40 = 136/30-0-0 , 39 = 136/30-0-0, 38 = 138/30-0-0, 37 = 111/30-0-0, 34 = 151/30-0-0, 33 =133/30-0-0, 31 = 136/30-0-0, 30 = 136/30-0-0, 29 =138/30-0-0, 28 = 128/30-0-0 , 27 = 169/30-0-0, 26 = 54/30-0-0, 24 = 362/30-0-0 Max Uplift 26=-28(load case 3) Max Grav 2 = 563(load case 2), 32=1560oad case 31, 36 = 133(load case 2), 35 = 179(load case 3), 45 = 141 (load case 1), 44 = 202(load case 2), 43 = 144(load case 2), 42 = 1 590oad case 2), 41=155(load case 2), 40=156(load case 2), 39=156(load case 2), 38 = 158(load case 2), 37 = 129(load case 2), 34 = 174(load case 3), 33 = 153(load case 3), 31 = 156(load case 3), 30= 155(load case 3), 29= 1600oad case 3), 28=1390oad case 3), 27=229(load case 3), 26=86(load case 4), 24=5740oad case 3) FORCES Iib) - First Load Case Only TOP CHORD 1-2=71, 2-3=-80, 3-4=-43,4-5=-40, 5-6=-40, 6-7=-40, 7-8=-40, 8-9=-40, 9-10=-40, 10-11 =-41, 11-12=-33, 12-13=-39, 13-14=-42, 14-15=-45, 15-16=-39, 16-17=-40, 17-18=-40, 1B-19=-40, 19-20=-40, 20-21 =-40, 21-22=-41, 22-23=-32, 23-24=-74, 24-25 = 71 BOT CHORD 2-45 = 14, 44-45 = 14, 43-44 = 14, 42-43 = 14, 41-42 = 14, 40-41 = 14, 39-40 = 14, 38-39 =14, 37-38 = 14, 36-37 = 14, 35-36 = 14, 34-35 = 14, 33-34 = 14, 32-33 =14, 31-32 = 14, a QR�� E 30-31 =14, 29-30 = 14, 28-29 = 14, 27-28 =14, 26-27 = 14, 24-26 = 14 !�� � o WEBS 12-36=-89, 14-35=-122, 3-45=-139, 4-44=-102, 5-43=-111, 6-42=-109, 7-41 =-1091 -34=-122, 16-33=-107, 17-32=-109, 8-40=-109, 9-39=-110, 10-38=-111, 11-37=-90, 15, JR 18-31 =-109, 19-30=-109, 20-29=-110, 21-28=-107, 22-27=-120, 23-26=-84 W t 41 NOTES 1) AllP lates are 1.5x4 M1120 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 0 3) Gable studs spaced at 1-4-0 oc. - , C Cil Continued on page 2 ? �T�OFC xr Warning - verify design parameter: and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II.7473 BEFORE U! Design valid for use only with Mi Tek connectors. This design is based only upon parameters shown, and is for an individual building component to bei, Installed and loaded vertically. Applicability of design pararn0mers and proper incorporation of component is responsibility of building designer • not tnlss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is ltie responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -M Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 GRIP 220/195 December 10,2003 EX e k -- ;IJobTruss Truss Type Oty rIySTIMDUPBB4 HOWEI810850212 I (optional) moss lumber, Paradise, CA, 95969 4,201 WA s Oct 17 2002 MiTek Industries, Inc. Wed Dec 10 09:1642 2003 Page 2 NOTES 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard AL Waning - verify d..Ign la --tan snd READ NOTES ON THIS AND INCLUDED MIT'EK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer.- not truss rwr designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the rasponsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 ta... Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 j .. Job I Truss Truss Type i uty 1 rry 810850213 STIMDUPB 1 B5 HOWE 1 1 (optional) moss lumber, Paradise, CA, 95969 4.201 SRI s Oct 17 2002 MiTek Industries, Inc. Wed Dec 10 09:16:42 2003 Page 1 -2-0.0 15-0-0 _ _. 30-0-0 32-0-0 -T z_o-o 15-0-0 15-&-0 z -o -o Scale = 1:62.1 3x4 - 13 4612 14 11 15 6.00 12 10�� 16 B �9 ���'� 17 �� L 18 7 19 6�20 5 21 4V'. 22 j T. 3 23 2 % 24 r> -E= 25V 1 � o 4x4 0 45 44 43 42 41 x 4 39 38 37 36 35 34 33 32 31 30 29 28 27 26 44 5x6 = LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2 = 364/30-0-0, 32 = 136/30-0-0, 45 = 141/30-0-0, 44 = 143/30-0-0, 43 = 133/30-0-0, 42 = 137/30-0-0, 41 = 136/30-0-0, 40 = 136/30-0-0, 39 =136/30-0-0, 38 = 136/30-0-0 37 = 136/30-0-0, 36 = 126/30-0-0, 35 = 132/30-0-0, 34 = 137/30-0-0, 33 = 136/30-0-0, 31 = 136/30-0-0, 30 = 136/30-0-0, 29 = 138/30-0-0, 28 = 128/30-0-0 , 27 = 169/30-0-0, 24 = 361/30-0-0, 26 = 54/30-0-0 Max Uplift 26=-28(load case 3) Max Grav 2 = 562(load case 2), 32 = 156(load case 3), 45 = 141 (load case 1), 44 = 202(load case 30-0-0 2), 43 = 144(load case 2), 42 = 159(load case 2), 41 = 155(load case 2), 40 = 1 56(load 2), 38 1560oad 2), 37 = 158(load case 2), ' g" case 2), 39 = 1 56(load case = case 36=146(load case 2), 35=154(load case 3), 34=158(load case 3), 33=156(load we A�� qtr case 3), 31 = 1 56(load case 3), 30 = 1 55(load case 3), 29 = 160(load case 3), 28=139(load case 3), 27=229(load case 3), 24=572(load case 3), 26=86(load case ,� # yam- r 30-0-0 �g Plate Offsets (X,Y): 113:0-2-0,Edge1, (240-3-10,0-2-01, (32:0-3-0,0-3-0] 16-17=-38, 17-18=-38, 18-19=-38, 19-20=-38, 20-21 =-38, 21-22=-39, 22-23=-29,°:s *' 23-24=-72, 24-25=71 BOT CHORD 2-45 = 12, 4445 = 12, 43-44 = 12, 42-43 = 12, 41-42 =12, 40-41 =12, 39-40 = 12, 38-39 =12, 36-37 12, 35-36 = 12, 34-35 =12, 33-34 = 12, 32-33 =12, 31-32 = 12, wvy� 'FESS/�� 37-38 = 12, = 30-31 = 12, 29-30 = 12, 28-29 = 12, 27-28 = 12, 26-27 = 12, 24-26 = 12 109, WEBS 9,- -39 =-I 11100, I3,14437101 9 10-38=-110,3-45 10,4 14-35=-105, 15-34=-110, 16-33 109, LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.48 Vert(LL) n/a - n/a MI120 220/195 TCDL 11.0 Lumber Increase 1.15 BC 0.22 Vert(TL) 0.08 1-2 >314 BCLL 0.0 1 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 24 n/a BCDL 10.0 ', Code UBC97/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 1 Weight: 200 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2 = 364/30-0-0, 32 = 136/30-0-0, 45 = 141/30-0-0, 44 = 143/30-0-0, 43 = 133/30-0-0, 42 = 137/30-0-0, 41 = 136/30-0-0, 40 = 136/30-0-0, 39 =136/30-0-0, 38 = 136/30-0-0 37 = 136/30-0-0, 36 = 126/30-0-0, 35 = 132/30-0-0, 34 = 137/30-0-0, 33 = 136/30-0-0, 31 = 136/30-0-0, 30 = 136/30-0-0, 29 = 138/30-0-0, 28 = 128/30-0-0 , 27 = 169/30-0-0, 24 = 361/30-0-0, 26 = 54/30-0-0 Max Uplift 26=-28(load case 3) Max Grav 2 = 562(load case 2), 32 = 156(load case 3), 45 = 141 (load case 1), 44 = 202(load case 2), 43 = 144(load case 2), 42 = 159(load case 2), 41 = 155(load case 2), 40 = 1 56(load 2), 38 1560oad 2), 37 = 158(load case 2), ' g" case 2), 39 = 1 56(load case = case 36=146(load case 2), 35=154(load case 3), 34=158(load case 3), 33=156(load we A�� qtr case 3), 31 = 1 56(load case 3), 30 = 1 55(load case 3), 29 = 160(load case 3), 28=139(load case 3), 27=229(load case 3), 24=572(load case 3), 26=86(load case ,� # yam- r 4) �g FORCES (lb) - First Load Case Only TOP CHORD 1-2=71, 2-3=-78, 3-4=-41, 4-5=-38, 5-6=-38, 6-7=-38, 7-8=-38, B-9=-38, 9-10=-38, 10-11 =-38, 11-46=-38, 12-46=11, 12-13=-34, 13-14=-37, 14-15=-38, 15-16=-38, 16-17=-38, 17-18=-38, 18-19=-38, 19-20=-38, 20-21 =-38, 21-22=-39, 22-23=-29,°:s *' 23-24=-72, 24-25=71 BOT CHORD 2-45 = 12, 4445 = 12, 43-44 = 12, 42-43 = 12, 41-42 =12, 40-41 =12, 39-40 = 12, 38-39 =12, 36-37 12, 35-36 = 12, 34-35 =12, 33-34 = 12, 32-33 =12, 31-32 = 12, wvy� 'FESS/�� 37-38 = 12, = 30-31 = 12, 29-30 = 12, 28-29 = 12, 27-28 = 12, 26-27 = 12, 24-26 = 12 109, WEBS 9,- -39 =-I 11100, I3,14437101 9 10-38=-110,3-45 10,4 14-35=-105, 15-34=-110, 16-33 109, 17-32=-109, 18-31 =-109, 19-30=-109, 20-29=-110, 21-28=-107, 22-27=-120, {Z� 23-26=-84 LU C 919 � 1' NOTES 1) All plates are 1.5x4 M1120 unless otherwise indicated. �3 t 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 1-4-0 oc. T ciVIL � OFCAU'j Continued on page 2 December 10,2003 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE I�r Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design peramenters and proper incorporation of component is responsibility of building designer- not truss -- designer- Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Qnofrio Drive, Madison, WI 53719 �%' e Job s Truss Type Qty Ply S'rIMDUPB ��E15 HON/E 1 1 810850213 , « li.mhar aara i�P rn oF4ao (optional) ..__ _... - --- .. ____ ....-1 .....,..,.nw, u.e. -- vc e. .y — 1-- 1— rdyt L NOTES 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97, 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard UO y Warning - Verify desd®n parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE�Illl Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 nt>, Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719MiTe Job Truss STIMDUPB i XBT1 moss lumber, Paradise, CA, 95969 Truss Type HOWE Qty I,Ply 1 1 XBT1 (optional) 4.201 SR'1 s 0 c 17 2002 MiTek Industries, Inc. Wed Dec 10 05:16:43 2003 Page 1 150-0 21-8-5 30-0-0 810850214 Q�DO � B-3-11 6-8-5 6-8"5 -3-11 Scale = 1:49.4 17 21-a-5 5x6 December 10,2003 3.00 12 3 IN Plate Offsets 6x8 _ [ -4-0,0-2-4f113:0-2-8,0-2-12_] 3x4 4 n (loc) I/def! PLATES GRIP LOADING ---- SPACING 2-0-0 CSI 0.74 Vert(LL) 0.08 1-19 >999 MII20 220/195 TCLL 30.0 Plates Increase 1.15 TC BC 0.56 Veft(TL) O.i3 1-19 >610 TCDL. 11.0 Lumber Increase 1.15 0.`16 1 Hrorz(TL) 0.00 5 n/a BCLL 34 I �� // ' Rep Stress Incr YES k LC LL Min I/defl = 360 Weight: '149 Ib 9 - 10.0 Code UBC97/ANS195 (Matrix) o r_ 19 1817 16 15 14 13 1'2 11 1 CP 8 7 6 3x8 3x10 3x6 i, 7x8 _ 3x6 II �Qt�pF ESS/o, ' Q�DO � t � � wm d919 { jc 15-0-0 17 21-a-5 N. r December 10,2003 IN Plate Offsets (X ): [ -4-0,0-2-4f113:0-2-8,0-2-12_] -- ,Y4:0 _--TTDEFD- n (loc) I/def! PLATES GRIP LOADING (psf) SPACING 2-0-0 CSI 0.74 Vert(LL) 0.08 1-19 >999 MII20 220/195 TCLL 30.0 Plates Increase 1.15 TC BC 0.56 Veft(TL) O.i3 1-19 >610 TCDL. 11.0 Lumber Increase 1.15 0.`16 1 Hrorz(TL) 0.00 5 n/a BCLL 0.0 Rep Stress Incr YES WB LC LL Min I/defl = 360 Weight: '149 Ib 9 BCDL 10.0 Code UBC97/ANS195 (Matrix) st - BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Stud/Std-G 0'1 -HERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 1 = 308/0-5-8, 13 = 583/23-6-0, 5 = 251 /236-0, 17 =951/23-6-0, 9 = 593/23-6-0, 19 = 351/23-6-0, 18 = -471/23-6-0, 16 - 1,3/23-6-0, 15 - 22/23-6-0, 14 = 45/23-6-0, 12=64/23-6-0, 11 =8/23-6-0, 10=46/23-6-0, 8=82/23-6-0, 7=-152/23-6-0, 6 = 300/23-6-0 Max Uplift 18=-521 (load case 2), 7=-176(load case 3) Max Grav 1 = 353(load case 2), 13 = 583(load Pse 1), 5 = 2900oad case 3), 17= 11140oad case 2), 9=717(load case 3), 19=382(load case 2), 16=42(load case 4), 15=41(load case 4), 14=90(load case 4), 12 '/127(load case 4), 11=17(load case 4), 10=71(load case 4), 8-89(load>case 3), 6=334(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 57, 2-3 = 65, 3-4 =-67, 4-5 = 107` BOT CHORD 1-19=26, 18-19=26, 17-18=26, 16'-17=26, 15-16=26, 14-15=26, 13-14=26, 12-13=25, 11-12=25, 10-11 =25, 9-10=25, 8-9=25, 7-8=25, 6-7=25, 5-6=25 WEBS 2-17=-645, 3-13=-493, 4-9=-6,24, 2-13=-33, 4-13=-32 NOTES {fj 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) All plates are 1.5x4 M1120 unless other"wise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% f as been applied for the green lumber members. 8) This truss has been designed wiih ANSI/IPI 1-1995 criteria. 1 LOAD CASE(S) Standard {`J' Warning - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE f.�2 be Design valid for use only with MiTak connectors. This design is based only upon parameters shown, and 4s for t truss Installed and loaded vertically. Applicability of design paramentem and proper Incorporation of component is responsibility of building individual building component to signet - not designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction he tthe responsibiUdy of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'0nofrio Drive, Madison, WI 53719 �.3 3rd �Qt�pF ESS/o, ' Q�DO � t � � wm d919 { jc k CIV N. r December 10,2003 IN i Job Truss j Truss Type Qty Ply R10850215 STIMDUPB XBT2 HOWE 1 1 XBT1 (optional) _ moss lumber, Paradise, CA, 95969 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Wed Dec 10 09:16:44 2003 Page 1 15-0-0 21-8-5 30-0-0 8-3-11 6-8-5 6-8-5 8-3-11 Scale = 1:49.4 4x5 3.00 12 3 3x4 /� ` 6x8 2 /%� - 4 1� 'r �' �'!\� metal `�j� 3x6V� / 3x6) �I 3x8 21 20 19 187 16 15 14 13 l2 11 1C9 8 7 6 3x8 3x6 7x8 - 3x6 2x4 B-3-11 1 SO-0 21-8-5 ___--6 3-11 _-- 6-8-5 �- / - 6-8-5 - - B-3-11 Plate Offsets (X,Y): [4:0-4-0,0-2-41, [1 3:0-2-8,0-2-12_] j LOADING (psf) SPACING 2-0-0 CSI DEFL` in (loc) I/def] PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 VertjLL) -0.04 5-6 1999 MI120 220/195 TCDL 11.0 Lumber Increase 1.15 BC 0.60 Ver(TL) -0.05 5-6 >945 BCLL 0.0 i Rep Stress Incr YES WB 0.21 Horz(TL) -0.00 1 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) }st LC LL Min /deft = 360 /BRACING- Weight: 149 Ib ---_- LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G OTHERS 2 X 4 DF Stud/Std-G REACTIONS (]b/size) 1 =227/14-0-0, 5=253/12-6-0, 17=893/14 0-0, 9=840/12-6-0, 21 =307/14-0-0, 20=-141/14-0-0, 19=74/14-0-0, 18=1/1Z-0, 16=45/14-0-0, 15=-38/14-0-0, 14=124/14-0-0, 12=127/12-6-0, 11=-42/12-6-0, 10=72/12-6-0, 8=83/12-6-0, 7=-152/12-6-0, 6=299/12-6-0 Max Uplift 20=-165(load case 2), 18=-4poad case 2), 15=-38(load case 1), 11=-420oad case 1), 7=-176(load case 3) Max Grav 1=262(]oad case 2), 5=292(]oad c/3), 17=1004(load case 2), 9=945(load case 3), 21 = 346(load case 2), 19 = 80(load case 2), 18 = 32(load case 4), 16 = 63(load case 4), 15 = 1 1(load case 4), 14 f128(]oad case 4), 12 = 157 (load case 4), 10=83(load case 4), 8=90(loa /rase 3), 6=334(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=46, 2-3=-573, 3-4=-574, 4-5=-111 BOT CHORD 1-21 =35, 20-21 =35, 19-20=35, 18/19=35, 17-18=35, 16-17=35, 15-16=35, 14-15=35, 13-14=35, 12-13=35, 11-12=35,j10-11 =35, 9-10=35, 8-9=35, 7-8=35, 6-7=35, 5-6 = 35 WEBS 2-17=-883, 3-13=-252, 4-9=-886, 2-13=470, 4-13=469 NOTES 1) Design load is based on 30.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. QRQFESS/0 0 q1 3) Overhang has been design for 2.00 times live load + dead load. 4) All plates are 1.5x4 M1120 unless otherwise indicated. �� {ADO >, Q 5) Gable studs spaced at 1-4-0 oc. 2" 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads W m per Table No. 16-B, UBC-97. C 919 x7 7) A plate rating reduction of 20% has been applied for the green lumber members, 8) This truss has been designed with ANSI/TPI 1-1995 criteria. l3 LOAD CASE(S) StandardCA CAl1F�� December 10,2003 Warning -Verity design Parameters am! READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE Illlllr Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss. .. designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 rr,;:� Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofho Drive, Madison, wl 53719 PEAK PLATE: 3-4 12x41 5-6 (2x61 6 G 12x(II C SPLICE; 3-4 12x4) 6-5 12x6) 6-6 (2x8) AAXIMUM 40 PSF LIVE LOAD. 30 MPF) WIND EXPOSURE C, i FSS TTIALI 2n'-0' WALL HEIGI IIF MAXIMUM 1'-0" FAVI. WITH i It OCKS h0 :12"o.c. OI1 2' 0" [AVI:, G'-0' MAXIN71JM MAXIMUM, WITH •1x2 112 ()It H111. /. -- BRACE SPACING OU I I.00KI-115 CUl IN 1 O GABLE o / - 2x4 A'2 MIN INIUM CON IINUOUS S IRUC I UIlL 13Il -0" l Q ROOF S I -RUC I UIIE A I G' -O" MAXIMUM. � )I 1.5.3, TYPICAL CONNOIIUN 4�OFESSlp,V�{ ME8i � (J� iiiACING DETAILS r {T J No 0 5982 E p, 1 31102 !r CCJNIINUOUS HEARING WAIL SIRONGBACK AT; 2x4 SIIIONG13ACK BFIACED 4'-10" (:I_EASPAN, /0 mill AT EVEITY 6'-0' MAXIMUM 4'-1.1b'(A IARSPAN, OU MI'll MINIMUM GIIADE CHORUS AND i STIJI)5 2.4 SIUDISLANUARD. \ - "I UDS 10 ti[ MAXIMUM 2,11 �\�IFEI- PLATE: 3-4 12x41 �� G-& 12x6 �r -2x4 BRACE / J �WALL. BRncING PEA BUILDING DESIGNEtI. c>r 2x4 CONTINUOUS 13ACKING WIIII IGd NAILS AT 24" ox. -10 THE WALL PLATE. SECTION A GABLE END FRAMING CONNECIION OF. IAILS iMIN. NAIL IiEUU1R(-MENI5 51IOWN) 9 2x4 S(11. 111 !ll UCt: Wtlll 3-IGd NAII S Bit GABLE STUD A G" o. u, / SlIEnIIUNG 10 GABLE 11A. LNU AH[) fid ITAII.5 1 ROM SIILA IIBNG TRUSS, fid AT 6" o.o. I U BLOCK AT G"o.c- I y /, 1 —1'. ) 1 16fi 16d AT 24" o.a. /1 1 - �T / / � 2Ifid - �':� 18d I 1 %" NUICII @ 32" SUI ID IT AT Wt 111 2.1fid IOF- 24'o.a. 2-IGd NAILED EA. END '2-16d 2x4 BRACE Wi111 4-16,1 NAILS �cooe s>?ACIN(a LIME MODEL 20 UBC CONTINUOUS 211 1 /99 GABLE DETAILS G 0 WARNING /lead all notes on tills sheet and give 4 copy of it to the Erecting Contractor 11uS nr.+yo s Iw en u+d,„dual buad�ul umq. on r. u1, It has bleu ba'+rd on yper.+hc.nhons pn)vidrd by the euinpon enl manulagwar and dons In +dawn �+�Pi Il+b c teal v u5+nns u1, IPI a+ul At (`A Uesiyn Stand aids. Nn n'spnn.+b illly IS a:•sumed LN dim en clonal aGtoucy. OMnOn.lon. al• In he ..Alien Icy ihFl . _ that Ilia bad. r' ++ �. ed + + ilns d�'�+Iln ineel +++ r.i led Ilse I�+a il�nu i+n iinsn�l I•y Ihn It” a1 hna'11ng cult i! +s aSsu+n ed Ilial (I+e Trp chow 13 141!rally oixcad by Ilia .o1, o+Loo+ s eaib�uy amt h+e ln'llnm chow is Ialerply :u a�. e+1 Uy a ny�d q+eafbluy n+aleual lb�erly attached, hnlHs. olbenvlsq noted. aleClny nl+on+'+.l+ nh�'+s only I�+.!dna a lin. i W.il lennlh d h+c eonplaced �p. nevi .Ball not bn plad In any 1nvGonmenl that ll� ii7...�.+�1l..IV.� J ) 1-7p r. SII +-.�. i� •• nen �,�i•ti li.�n. i��ln�n I'd l+•+• r++s +r+) �..+,.•d 1,'I': ai�h+',+ i. . +•.-nnn.'l.Im wm. Ci•n n Si•)ni Fnh+lr ll e. l+.lntlie. "+SIa1111n+10+.ca I1+Ii IrU.. In S '1 •l4 !y —dIIIW4 gLl MAnnnl by ,11"i—I1 UUn411Y (:(ill 11101, SIAn UAnU TOR METAL PLATE CONNECIE0 IliU`,Vi AL Sybil t,1'i (.1,)W( MAIK)(I ixi IIIl1SSI.S hVil fill. i"NOLIN(l lll;ilAl Init; AIIU 6i11A1,IN(; METAL PIAIE C01111EC IED WOOD 111USSES • tills 91) "a 11110 91 .'.11.i511t 51+EE i by 111 Ile I+n51 ('lal+` Incl Ihfe l I pIt +s 1,.111+'d 11!83 ouno M+n Uine Alad,n.i. yinicon.n 5:1719. the Nrio."n Fomt and 1 n ai A, -C-41-1 tnrpA) +S lo,'. al -4 a1 1250 Cum er haul A- 111'/ Si, c b Jfa slunulnn. 11f 2(l03A ' NOTE: SA,e a-' U N TY BUILDING DIVP 101,1 APPROVED FILE, 3 vo 6f ; LLI- a 2 �!r� 1 weir–�'. rLI-- - —2'1�'�' A C 2) 2"X fGP FLAB i'EAM 211X SOUP A P4. M'12,0 5fATi'>1NG1 --_-� JOINTS (CMN'f FAGS f0 Sf Ai}•9NG) APA M90 fffAniNO 5/ 8" MN. AMEV f0 at FAC];. NAL WIM 8d COMMON GK CAV, "WL5 a 6t1 O.C. A -0W E17Ci5, MV 1211 O.C. IN FEW fPDXLZ 511!35 Af CCQMANV CO%0 5 M UX5 & WA9V5 MN. 1/ 2" gA.B, A7 U iCK Paf5 WtM T' MW. I;MBEt &tW HGLpC^ Wn 1800# MN. CAi'PC11Y ( 5W 5 iN W2A. W 5A GK ELxJAL W11N 550 At-iGK �3A.f 5aP A5 MQlMP FR HGLPONN) 2"X 5L1. P1.A1F - I ! L 1 2 --------------------------------------- 2'-8" MIN. ---------------=-----L- 1 1 AL TERNA TE BRACED CEl� WALLPANEL NOTES: 1. For use in garage wall where due to location of overhead doors, a 4'- 0" lateral panel can not be provided. 2. 94 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. � 5. Alternate Braced Wall Panel's oad6 'be used on the second floor of two - story buildings (U.B.C. 2326.11.4). a For�,tSinzle Stoy v ..Buildings- (With uildings(With noted modifications for two story buildings) s a ----- -- -- IIit !i t If i! it 1 I! I! I I i L—--�-� I—�--;—J 1 -01 11 1! fl 11 1� j{ f� 11 L 11 11 it ! ji ii jl ij j! I 1� I f ! 1 f 1 L 1 ---------------=-----L- 1 1 AL TERNA TE BRACED CEl� WALLPANEL NOTES: 1. For use in garage wall where due to location of overhead doors, a 4'- 0" lateral panel can not be provided. 2. 94 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. � 5. Alternate Braced Wall Panel's oad6 'be used on the second floor of two - story buildings (U.B.C. 2326.11.4). a For�,tSinzle Stoy v ..Buildings- (With uildings(With noted modifications for two story buildings) s a f N v \,A) I Al 0 CO Y �J T :cwdl , t � OLO T j? i I ✓ L� /.%� O OF G +n" U N IT 7779 E `� IM'- ( r LIE. � .N 7W .-_...A�4r'L; �L-__. ^7.__ r� !, w - <37—OA) /J- f J n , 3 =ice c ,r / �>� -� / w� + (1 . A `mak l ^ML.._ d. ,�' 'j" !"""'i ) D V /ate On; % C) {/..c^5/5Z �,G, 71 C,.�'' N frt ":• � i✓ r^'. -^.,.J 2"""°' f % / S'""� ` �", .2" 7" F I-- -< w w - - f ✓ °''r d , " `� 7� U 12 ; C 1>�°� ✓ 6';,-1/ 77^..J - T�' +hi t re:—, �r � _ %% � / 7— <. �' fir'/ .,,��� Gr" _ mss. -zft / j "q 172/ AJ,e `1 i+cy+ ;, r=i % `— /C A /0,9 (Z-5 /2 F1 ©F G f t / "G - - '° J .�� ice .)--,L , v /-� F r 7 G f~� i � ,A r e r `" t> G L . `�`� I r� S c_ f z (> i! G , �= hJ �1 t , �>G11� ' r � Aek 6 d vz i_ d ..� � z-lw e '� ,��z-ffz� Lias /���✓�+d � �`- � � � �� _ ,7- - s.�- SCALE: 4 a w rt I I. -A Il -41 Or Ems :�5z -!�- "rl 2" Z, + 7- X - A 4 j 1/ 6 " C 6 �IAA, 4- L, , , , k - -ej- fo c. , S 7Z!�w-) tAJ P -., / / /v T-/ AJ 4W 117 K m 77 &7,5 fD UPI-r�� ALE:,A"KVYtV by: - 5-21 WS1.22 -/1i JE: T4() REVISED ,�)ot/"03 ---- ,Z:=�-,(iVA 770 /J DRAWING NUMBER ter ci -A Il -41 Or Ems :�5z -!�- "rl 2" Z, + 7- X - A 4 j 1/ 6 " C 6 �IAA, 4- L, , , , k - -ej- fo c. , S 7Z!�w-) tAJ P -., / / /v T-/ AJ 4W 117 K m 77 &7,5 fD UPI-r�� ALE:,A"KVYtV by: - 5-21 WS1.22 -/1i JE: T4() REVISED ,�)ot/"03 ---- ,Z:=�-,(iVA 770 /J DRAWING NUMBER ter I� _ 1 _ _ _ _ __ _ _ _..I . _._ _-- ,°