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HomeMy WebLinkAbout027-230-082BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 31 DAGORRET LN Owner: Permit No: B06-2347 APN: 027-230-082 GREGORY & LAURA PHELAN Issued Date: 11/27/2006 By KCG Permit type: MISCELLANEOUS 19 SKIPPER CT Subtype: Room Addn-First Stry OROVILLE, CA 95966 Expiration Date: 11/27/2007 Description: ADDITION TO EXISTING STUDIO (530) 681-8353 Occupancy: R-3 Zoning: A5 0( Contractor Applicant: Square Footage: OWNER BUILDER GREGORY PHELAN Building Garage Remdl/Addn 19 SKIPPER CT 19 SKIPPER CT 2,075 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530)681-8353 (530)681-8353 423 2,498 FEE INFORMATION Fire Ping Appl Fee (SRA) -Bldg $109.98 Fire Ping Appl Fee (SRA) -Fire- $95.00 Room Addition - First Story $1,039.31 Room Addition - First Story PC $692.88 SMIP - Residential $14.16 Total Charged: $1,951.33 Fees Paid: $1,951.33 Balance Due: $0.00 Receipt No: B963 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License OWNER BUILDER OL:CRW_00360665 / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 11/27/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; ck one of the following: Contractors Signature Date WNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE ��AS.ENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR WORKERS'COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier Policy Number: Exp. Date: (Thi ection need not be completed if the permit is oror ons Ilars ($100) or less. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS THIS 41 ISSUED, I shall not employ any person in any manner sa as to become to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 11/27/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owneeognyre Date provisions. X 11/27/2006 ` I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILU TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) of t is the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the props owner or am authorized to act on the property owners behalf. f^ ti q 11/27/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for am a ittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR: Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME. OF APPLICATION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name f Address irst e Mailing Address Phone 3U 5 y Fax City 0 r 0 W 1 /.e State C 4* Zip qs Phone 34 �_ g3S 3 FaxxS , -F - 3q(, E-mail _ v Pb e Iq Cc atick CONTRACTOR Name Address City Cit C o tateC Zi 9� Phone 3U 5 y Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name V e� G. rc�w 2✓'e% ten, Address City C'6 ""c O StateC, Zip q� a Phone L/ - S 9,0 Fax E-mail State License Number APPLICANT SIGNATURE X For office use only: APPLICANT INFORMATION Name /' r t, e I L, Address 19rg'AO City Type Const. State Zip Phone Lot # Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning - Flood Zone SRA ICYes)l No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BIN # PROJECT LOCA TION Property Address L •City 3 / r Cross Street WORKER'S COMPENSATION Policy Number 112 - Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name L,0 +7L -E' Address Description or Scope of Wor Sq FT- Living s Garage ' Open Cov .` ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION - Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans'and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: W, Amount: $ ev & Bldg t\ (J SRA Receipt #: 6?6b ftOylo� Sheriff SMIP Date: Io-` 0 6 I O UV Other I �. Total Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2347 Location: 31 DAGORRET LN Parcel Number: 027-230-082 Owner Name: GREGORY & LAURA PHELAN Description: ADDITION TO SF Date: 10/02/2006 By: KCG Sub Type: Room Addn-First Str Phone: (530) 681-8353 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS El ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 LOAM* ■ ■ 1 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 Nigh, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 6!Vnr la ()\OK Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Date: 10/02/2006 FILE • 11` � Qq o�., BUTTE COUNTY SCHOOLS IMPACTTEE CERTIFICATION FORM (One form per Building) School District n U 1 ' i I BuildiNo.. l' V Z3�1 A.P. Number0L1-2K- 0 ` Jurisdiction: Q City County Property Owner Property Location, Subdivision Lot No. Residential Development Q Q :Sq. Footage 2n l No of Living Mobile Home ditioN *Supplemental to (Group. R) Units Installation Conyers on Pelmit # '•*(No foundation inspection) ........................................................................................ Deed Restricted Sq. Footage (Attachta signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial Sq. Footage New Addition ���< . ; (Including Exterior Roofed Areas) Building Department Represkntative..Y, + '" Date Vry Dist 'ct Identification No. L' ,^ ,= % tt't��� School District certifies that a aV (Applicant)` {�I i to ( (Street Address)' (Phone Number) (City) ter• (State) (Zip Code) has complied Resolution No. aoy S -d /� �' ! b ' �I�I $representingQ- with �Yiarequirements of a p yment of /7S_ square feet. B 2926 $ r^ ULL MITIGATION $ School District Representative .,� Date Paid by Check # Remarks: �i s Notice: You may proteefrthe Imposition of the tees Identified above by submitting a written proteet.to the District, In compllance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging 04 Imposition of the fees in any court action. if, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the sal' Is Local Planning Agency that this project Is being reviewed under the Caftrnla Environmental Qua* Act (CEQA), this pr may be subject to additional school fees to fully midgets Its Impact on the school dls&Ws sclmools. White (school district), Yellow (building department), Pink (applicant) feolormmids (3005)dr w BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2347 Job Address: 31 DAGORRET LN Contractor: OWNER BUILDER 19 SKIPPER CT OROVILLE, CA 95966 Printed: 10/02/2006 4:14 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Fire Ping Appl Fee (SRA) -Fire - Fire Ping Appl Fee (SRA) -Bldg 0100 -450001-4617240-1010 $95.00 10/02/2006 $95.00 Room Addition - First Story 0010-440001-4210500-1010 $109.98 Room Addition - First Story PC 0010-440001-4210500-1010 $1,039.31 SMIP - Residential 0010-440001-4210500-1010 $692.88 10/02/2006 $692.88 1001-0-280-1011298 $14.16 Printed By: Kourtni Graham 19951.33 $787.88 Balance Due: $1,163.45 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: Date: 10/02/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2347 Location: 31 DAGORRET LN Parcel Number: 027-230-082 Owner Name: GREGORY & LAURA PHELAN Description: ADDITION TO SF Date: 10/02/2006 By: KCG Sub Type: Room Addn-First Str Phone: (530) 681-8353 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 10/02/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2347 Date: 10/02/2006 Location: 31 DAGORRET LN Parcel Number: 027-230-082 Owner Name: GREGORY & LAURA PHELAN Phone: (530) 681-8353 Description: ADDITION TO SF Signature of Property Owner: Date: 10/02/2006 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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 unders state law, contact the Department of Benerit 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 thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing 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 requir3ed 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 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY P TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT(YES R NO) I HAV VE 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: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: ADDITION TO SF Reference Number: B06-2347 Applicant Name: GREGORY PHELAN ^� Signature of Property Owner: Date: • Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING October 25, 2006 GREGORY PBELAN 19 SKIPPER CT OROVILLE, CA95966 Assessor Parcel Number: 027-230-082 Building Permit Number: B06-2347 Description: ADDITION TO SF Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each comment by letter or by completing and returning a Plan Review Response Form. A complete and clear response will expedite the re -check and approval of this project. COMIvMNTS: 1. Revise the Title 24 Energy Compliance Report to reflect the same amount of fenestration surfaces (windows, skylights, doors containing glazing) as shown on the plans. Be sure to include the solar tube skylights shown on the floor plan. 2. Be sure the specified insulation R -values shown on the plans in section drawings and details are equal to or surpass that required on the Title 24 Energy Compliance Report. 3. Identify roof framing members for the window bay areas 'at the Master bedroom and Kitchen. 4. Provide adequate pad/spread footings for the large reactions distributed by the #D and #J trusses. 5. Specify the number, type, size, and locations of ventilation for attic and enclosed rafter spaces per 2001 C.B.C. section 1505.3. 6. Water heater that is located in an attic, attic -ceiling assembly, floor -ceiling assembly, or floor -sub -floor assembly where damage may result from a leaking water, a watertight pan of corrosion resistant materials shall be installed beneath the water heater with a minimum three-quarter (3/4) inch diameter drain to an approved location per 2001 C.P.C. section 510.7. 7. Water heaters which depend on the combustion of fuel for heat shall not be installed in a room used or designed for sleeping purposes, bathroom, clothes closet, or in a closet or other confined space opening into a bath or bedroom per 2001 CPC Section 509. 8. The permit application identifies this structure as a room addition when, in fact, it is a new single family dwelling. Additional fees will apply to this project.. If you wish to discuss any of these comments, please call (530) 538-7541. Please refer to your Data Sheet for remaining non -plan check items. (You received this fonn when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Kristin Lee Wreden Building Plans Examiner Butte County Development Services kwreden@buttecounty.net cc: Evergreen Development tea 7— 230 —o M ifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #dX - 2':19� Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDF/Butte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures 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 provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (b) 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. Rcviscd 08/24/06 F I R E S A F E Is E Lis, I R E M E N T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be ec•nstrueted to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels: are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entirz- length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Rcviscd 08/24/06 2 'a 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Rcviscd 08/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. \1276.01 Setback for Structure Defensible Space (a) 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. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: [ J If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 200:1 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, 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. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Rcviscd 08/24/06 4 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line *or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance• carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Rcviscd 08/24/06 5 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not b-- installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.orp/Fireprevention/protplan/protplan.htmi 10/174 Date Revised 08/24/06 6 Darren Read Fire Protection Planning F. Title 24 Report for: Greg Phelan Cox and Daggorett Oroville , CA 95966 Project Designer: Scott Jackson 2360 Park Avenue Chico, CA 95928 530 894 5590 Report Prepared By: Ivan Gilmore Evergreen Development 2530 Zanella Way Ste B Chico, CA 95928-7152 (530) 894-5590,2 BUTTE COUNTY BUILDING DIVISION APPRQVE rr 0 0 Job Number: PHELAN Date: 11/2/2006 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program ha: authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.3 by EnergySoft Job Number. PHELAN User t Certificate Of Compliance : Residential (Part 1 of 4) CF -1 R GLe Phele n Projec Title 2,075 ft2 Existing Floor Area: 11/2/9016. Date SiO.Xa11C� gOleft OroVIlle 0 ft2 Slab on Grade Area: 2,075 Project Address Average Ceiling Height: 9.0 ft Building Permit # �ceL(�rPPn Development D9 -A5 1st Floor Number of Stories: (530) 894-5590 New 09_A5 1st Floor Plan Check/Date Documentation Author New 09-A5 1st Flnor Telephone -EneLoyPro 11 Field Check/Date Compliildce Method Climate Zone TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 12.65 9.98 2.67 Space Cooling 21.05 21.05 0.01 Fans 3.80 3.76 0.04 Domestic Hot Water 11.56 10.21 1.35 Pumps 0.00 0.00 0.00 Totals 49.07 45.00 4.07 Percent better than Standard: 8.3% Building Type: Y Single Family ❑ Addition ❑ Multi Family ❑ Existing + Add/Alt Building Front Orientation: (W) 270 deg Fuel Type: Natural Gas Fenestration: Area: 321 ft2 Avg. U: 0.39 Ratio: 15.5% Avg. SHGC: 0.37 BUILDING ZONE INFORMATION Total Conditioned Floor Area: 2,075 ft2 Existing Floor Area: n/a ft2 Raised Floor Area: 0 ft2 Slab on Grade Area: 2,075 ft2 Average Ceiling Height: 9.0 ft Number of Dwelling Units: 1.00 D9 -A5 1st Floor Number of Stories: 1 New 09_A5 1st Floor # of Zone Name Floor Area Volume Units Zone Type HVAC -System 9 075075 18 675 1 on Conditioned OPAQUE SURFACES Insulation Act. Gains Condition Tvoe Frame Area U -Fac. Cay. Cont. Azm. Tilt Y / N Status JA IV Reference Thermostat Vent Type Hgt. Area -Setback- -2 -n/a Location / Cnmments Wall Wood- 27 0.074 R-19 -R--O-O- 270 9)) Wall- Wood_ 50 _0..074_ --R--19 R-00 97O_ 9.o Wall_ Wood- 15 _0.074_ _8-1.9_ R-00 -970 go Wall_ Wood_ 0 0074 R_19 R -n 0 27n 9Q Wall- Wood_ 111 _0-074 _8-19 -JR--0A 270 g0 DooL Mone_ 20 X5.0.0_ -lone_ _8_0_0_ -270_ 9.0 Wall_ Woad- 99_ -0 074 -19 R-0 0 AZO_ 9.0 Wall- Wood- 90 _0.074_ -8-1.9_ R-0 0 270 An Wall_ Wood_ 9 -0-074 X19 R-0.0 270 9.0 Wall_ Wood_ 99 _0_0.74_ -8-19 R-0 0_ _090 Wall_ Wood 43 0 074 R_19_ R-0 0 0 g0 Wall_ Wood 65 0.074 R_19 R_n 0 n w Wall- Wood_ 99 -0_074 R_19 R-0.0 -0_-90 Wall_ Wood_ 72 0.0.74_ R_19 R-0.0 _090 Wall_ VjLood- 9 0.074 R_19 R-0 0 _9090 Wall- Wood_ x.6.0_ 0.074 X19_ _8=0._0 90_ 9.0 D.00L Mone 88_ _0-00_ Mone_ _B=OA -9.0_ 90 Wall- Wood- 97 _0-074 R_19 R-0 0 _9,090 .Dooms None_ ---20_ _05011 Nnne_-R-0_0_g.0_ 90 Wall_ Wood_ 27 0.074 R_19 R-0.0 90_ go Wall_ -Wood- 81 _0_074 R_19 _R-0_0_ i8D__90 Wall -Wood_ 32 _0-074_ X19_ R-0.0 180 90 Wall_ Wood_ 121 _0_074 X1.9_ _8=0-_ 18.0_ 90 Watl_ Wood 38 0074 R_19 R-0 0 180 90 Wall_ Wood_ 36 -0 074 -R-1.9_ -0 0 x.809.0 X ® ® ® QX IN ® [X ® [X IX ® X ® X ® X EK ® IN D -Q I ®❑New IX EX El ❑New ❑ ❑New ❑New ❑ ❑New ❑ ❑ ❑ El ❑New EJ El El ❑New ❑ El ❑New ❑New El ❑ ❑New ::1 mew--- 09-A5 1.St_Floor 09-A5 1stF1o9r New 09-A5 1St Floor 09-A5 1SLEloor 09-A5 1st Floor New 28-A4 IS 09-A5 1ct Floor New 09-A5 1st Floor New 09-A5 1stFloor New 09-A5 1st Floor New 09-A5 ySt Floor 09-A5 1St Flnnr New- 09-A5 1st Flo9r New- 09-A5 1StFloor New- -OR-A5 1st_FLoor D9 -A5 1st Floor New 28-A4 I qt Floor New- 09-A5 1st Floor 28-A4 1st Floor 09-A5 1si_Eloor New _09_A5 1st Floor New 09_A5 1st Floor 09-A5 1st Floor 09-A5 1st Floor New 09-A5 1st Flnor EnergyPro 4.3 by EnergySoft User Number. 5712 Job Number: PHELAN Paae:1 of 7 1 Certificate Of Compliance : Residential ft2 (Part 1 of 4) CF -1 R G[eelan Projec Title ft2 Raised Floor Area: 11 /2/2Q06 Date C�xaactDag.go.cett Otoville 2,075 ft2 Average Ceiling Height: Project Address ft Number of Dwelling Units: Building Permit # �iCers�rsen_Qeyelnnment �` (530) 894-5590 Plan Check/Date Docum ntation Author Telephone _[leLvPrn 11 Field Check/Date C piffilce Method Climate Zone TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 12.65 9.98 2.67 Space Cooling 21.05 21.05 0.01 Fans 3.80 3.76 0.04 Domestic Hot Water 11.56 10.21 1.35 Pumps 0.00 0.00 0.00 Totals 49.07 45.00 4.07 Percent better than Standard: 8.3% Building Type: W Single Family ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: ❑ Addition ❑ Existing + Add/Alt (W) 270 deg Natural Gas Area: 321 ft2 Avg. U: 0.39 Ratio: 15.5% Avg. SHGC: 0.37 BUILDING ZONE INFORMATION Zone Name Floor Area Volume OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt -Wall Wood— 11A 0074 —B-1.9_ �0� x.80_ 9Il Root— Wood_ --2-063- --U25 —R-18_ —0.0_ ---2Z0_ 0 Total Conditioned Floor Area: 2,075 ft2 Existing Floor Area: n/a ft2 Raised Floor Area: 0 ft2 Slab on Grade Area: 2,075 ft2 Average Ceiling Height: 9.0 ft Number of Dwelling Units: 1.00 Number of Stories: 1 # of Thermostat Vent Units Zone Type Type Hgt. Area Gains Condition Y / N Status JA IV Reference Location / Comments D9_A5 1sLEloor 91_A1g 1st Floor Run Initiation Time: 11/02/06 15:50:52 Run Code: 1162511452 EnergyPro 4.3 by EnergySoft User Number: 5712 Job Number: PHELAN Paae:2 of 7 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R Greg Phelan 11/2/2006 Project Title Date FENESTRATION SURFACES True Cond. # Type Area Ll -Factor' SHGCZ Azm. Tilt Stat. Glazing Type Location/ Comments -_ Wmdo-w Front (W) 190 -0..39.0 NFRC_0.37 -NERC _27.0-9.dNew Milgardsiclow-E Vinyl 1st Floor 2 Window Front (W) 50.0 0.390 NFRC 0_37 NFRC 270 90 New Milgard Classic Low -E Vinyl 1st Floor 3 Window Front (W) 20.0 0.390 NFRC 0_37 NFRC 270 90 New Milgard Classic Low -E Vinyl 1st Floor 4 Window Front (W) 16.0 0.390 NFRC 0_37 NFRC 270 90 New Milgard Classic Low -E Vinyl list Floor 5 Window Front (W) 16.0 0.390 NFRC 0_37 NFRC 270 90 New Milgard Classic Low -E Vinyl 1st Floor 6 Window Left (N) 9.0 0.390 NFRC 0_37 NFRC 0 90 New Milgard Classic Low -E Vinyl 1st Floor 7 Window Left (N)11 Q x_39 NFRC 0.37 SBC 0 90 New Milgard Classic Low -E Vinyl 1st Floor 8 Window Left (N) 14.0 0.390 NFRC 0_37 NFRC 0 90 New Milgard Classic Low -E Vinyl 1st Floor 5 Window Left (N) 40 0 0.390NFRC Q37 NFRC Q 90 New Milgard Classic Low -E Vinyl list Floor _1_Q Window Rear (E) 66.6 0.390 NFRC 0.37. NFRC 90 90 New Milgard Classic Low -E Vinyl 1st Floor 11 Window Right (S) 20.0 0.390 NFRC 0_37 NFRC 180 90 New Milgard Classic Low -E Vinyl 1st Floor 12 Window Right (S) 16.0 0.390 NFRC 0_37 NFRC 180 90 New Milgard Classic Low -E Vinyl 1st Floor J_3 -Window Right (S) 12A 39 -NERC--037 -NERC 180 -0_ NemL-Mi4ud-lassic Low- Vinyl 1stFloor 14 Window Right (S) 6.0 0.390 NFRC 0_37 NFRC 180 90 New Milgard Classic Low -E Vinyl 1st Floor 15 Skylight Front (W) 12.0 0.390 NFRC 0_37 NFRC 270 0 New Milgard Classic Low -E Vinyl 1 st Floor 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REM. Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 7.0 4.0 6.0 0.1 6.0 6.0 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7.0 3.0 10. 0. 10.0 10.0 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 7.0 12.0 6.0 0.1 6.0 6.0 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 None 1.00 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments I Run Initiation Time: 11/02/06 15.50.52 Run Code: 1162511452 EnergyPro 4.3 by Energysoft User Number. 5712 Job Number. PHELAN Page:3 of 7 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R Greg Phelan 11/2/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location TVDe Eff TYDe Eff Status Twe HVAC System Central Furnace 93% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Ducted Ducted Attic 8.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Rheem 41VRP50PT Small Gas Kitchen Pipe Ins 1 40,000 50 New 0.65 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation COMPLIANCE STATEMENT This certificate of compliance lists the building features and 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. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Scott Jackson Address: 2360 Park Avenue ico CA 95928 Telephon 30 894 5590 Lic. #: ,V ry 0 (si ature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) Documentation Author Name: Ian Gilmore STAMP Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R Greg Phelan 11/2/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field The Roof "R-38 Roof Attic" includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual. An Air Retarding Wrap must be installed per the manufacturers specifications that must comply with ASTM E1677-95. 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 -4R installation certificate. incorporates a rge test or a Valve. This building has credit for Insulation Quality Installation. A certified HERS rater must visually verify the installation of all Insulation. Plan I Field I EnergyPro 4.3 by EnergySoft User Number: 5712 Job Number: PHELAN Paoe:5 of 71 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. 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. DESCRIPTION Check or Initial applicable boxes or check NA If not applicable and Included with the ENFORCE - permit application documentation. NIA DESIGNER MENT Building Envelope Measures �§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturers labeled R -Value: ❑ ❑X ❑ § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). ❑ ❑X ❑ �§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ N ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 1. Masonry and factory -built fireplaces have: 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ 6 150(f): Air retarding wrap installed to comply with 6151 meets requirements speed in the ACM Residential Manual. ❑ ❑ ❑ 6 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ 6 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. ❑ entirety in conditioned space. 6 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ R ❑ ❑ CF -6R Form: Page:6 of 7 6 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑X ❑ Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures 6 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ 6 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑X ❑ 6 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑ ❑ 6 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ ❑X ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑ ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirety in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.3 by EnergySoft User Number. 5712 Job Number: PHELAN Page:6 of 7 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (•) below. 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. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. NIA DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑ ❑ 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ ❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ © ❑ duct tapes unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. ❑ ® ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ❑ ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ❑ ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. ❑ ❑ ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ® ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ © ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Wafts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as ouflined in Table 150-C, ❑ ❑ ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ X❑ ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ Q ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ ❑ ❑ controlled by an occupant sensor that complies with Section 1'19(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑X ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)B: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section I I9(d). EnergyPro 4.3 by EnergySoft User Number: 5712 Job Number: PHELAN Page:7 of 7 Residential Kitchen LiQhting Worksheet W5 -5R Greg Phelan Project Title At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be In luminaires that are high efficacy luminaires as defined in Table 1SO.C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following Information for all luminaires to be Installed In kitchens. Luminaire High Efficacy Watts. Quantity Watts Other Watts xor _u� _ �b 4 x T = ��® or X = or X = or X = or X = or x = or x = or X = or X = or X = or X = or X = or x = or X = or X = or x = or X = or X = or X = q or Total A: /b 0 B: 0 COMPLIES IF A Z B YES ® NO ❑ EneM^ 4.2 by FneWSoft User Number: 5712 Job Number. tucker Page: 10 of 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Greg Phelan /2006 SYSTEM NAME FLOOR AREA HVAC System 2 075 ENGINEERING CHECKS Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK 11COILHTG.PEAK CFM I Sensiblel Latent I I CFM I Sensible 1,440 21,665 100 568 22,249 0 2,867 2,496 0 0 0 0 0 0 0 0 0 2,867 2,496 27 400 100 F 272-411 Carrier 58MTB80-12 CNP 38HD 1.5T 15,668 0 75,000 Total Adjusted System Output15,668 0 75,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25.0 of 66.5 of 66.5 of 110.0 of O Supply Air Ducts Outside Air 0 cfm Supply Fan Heating Coil 106.5 of 660 cfm ROOMS 70.0 of 66.5 of 02.9 / 71.4 of >---I Outside Air 0 cfm 82.0/64.9 of 82.0/64.9 K Return Air Ducts 4 82.0 / 64.8 of 59.9 / 57.2 of Supply Fan 660 drn Cooling Coil h Return Air Ducts `i Supply Air Ducts 64.0 / 58.7 of 45.4% R.H. ROOMS 78.0 / 63.6 of I EnergyPro 4.2 by EnergySoft User Number. 5712 Job Number. tucker Pane: 11 of 11 1 r. Truss � � o NISION err TRUSS ENGINEERING PACKAGEV„/6�� Customer: GREG PHELAN Project:-TMM9=R RESIDENCE 31 DAGORETT LANE/ OROVILLE, CA Plan: Elev. Submittal # Job # 60533 Date: 9/30/2006 Sales Representative: JOHN IRONS Designed By: MARK VALENZUELA DO NOT CUT OR ALTER TRUSSES 1465 Tanforan Blvd. Woodland, CA 95776 530.309.3700 Fax 530.309.3777 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision . based on the parameters provided by Central Valley Truss Co.. Pages or sheets covered by this seal: R22966200 thru R22966225 My license renewal date for the state of California is March 31, 2007. October 2,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. m M■�Tek POWER TO PERFORM., MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Re: 0605 33 Fax 9161676-1909 Phelan/CHICO The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision . based on the parameters provided by Central Valley Truss Co.. Pages or sheets covered by this seal: R22966200 thru R22966225 My license renewal date for the state of California is March 31, 2007. October 2,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. L 13-10-0 I 12$-0 11-8-0 r I 24-4-0 r CENTRAL VALLEY TRUSS COMPANY CUSTOMER: GREG PHELAN ALL JACKS USE LUS26 (22) JOB: Ph4q, RESIDENCE JE1/JE2/JF1/JF2/HE1/HF1/HF2 USE LS30 (32) SITE: 3! Dg55pj4 ____ _ __....... D1/D2/D4/D5 USE HUS26 (20) oro Villi .. __, CA JOB # 060533H o�0 I 0 Job Truss]T­ru.saa�e�y 2-M CSI DEFL Phelan/CHICO822966200 (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 060533 Al COMON 1 1 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 Job Reference (optionao a;enaat valley truss uompany, woodland, uA x5776, Ment 6.200 s Jul 13 2005 NTek Industries, Inc. Set Sep 30 10:53:31 2006 Page 1 -2-0-0 310-14 6-11-0 9-11-2 1310-0 1510-0 2-0-0 3.10-14 3-0-2 3-0-2 3-10-14 2-0-0 Scale= 1:28.9 4x4 = 4-10-15 B-11-1 I 13.10.0 4-10.15 4-03 4-10-15 13 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.01 8-9 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(rL) 0.01 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 90 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 6 DF SS G WEBS 2 X 4 DF Stud/Std G OTHERS 2 X 4 DF Stud/Std G REACTIONS (Ibtsize) 2=63010-3-8, 6=630/0.3.8 Max Horz2=-53(load case 6) Max Uplift2=-256(load case 5), 6=-256(load case 6) BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/57, 2-3=-789/222, 3-4=-679/218, 4-5=-679217, 5-6=-789/222, 6-7=-0/57 BOT CHORD 2-9=-181/655,8-9---96/461,6-8=-162/655 WEBS 3.9=-172/96, 4-9=-73249, 4-8=-73249, 5-8=-172/96 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h=OR; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face),.see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1-2002. 4) All plates are 2x4 MT20 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 arty other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. �OQI?,QFESS/` LOAD CASE(S) Standard ��� S. r,Nc < W IX C 046433 >, ©w�iii/moi OF October 2,2006 A WARNZVG - VerM d—Ign parameter and READ NOTES ON rMS AND nVCLUDED AMEK REURMYC.B PAGE MD•7473 BE74DRE USE. Design void for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MiTek 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 ANSIMIt Quality Cfterla, DSO -89 and BCSII Building Component ane, Suite 109 L 7777 Greenback L Safety Information available from Truss Plate Institute, 583 D'Onof to Drive, Madison, WI 53719. Citrus Heights, k 95610 Job russ I cussI ype Qty Ply PheleroCHICO Plates Increase 1.25 TC 0.29 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 TCDL 14.0 R229fi6201 060533 _ A2 COMMON 2 1 - Horz(TL) 0.01 4 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Job Reference a 'ons v.cuv a uw �u cvv� rvu�cn v�uuw ma, n�u. m� acy .w �v.vJ.v i cvvv rayv � -2-0-0 - 6-11-0 - 13-10-0 15-10-0 2-0-0 6.11-0 6-11-0 2-0-0 Scale= 1:28.9 4x5 = 3 6-11-0 - - - 6-11-0 I$ LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Vd PLATES GRIP . TCLL 16.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.07 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Stud/Std G REACTIONS (lb/size) 2=630/0-3-8, 4=630/0-3.8 Max Horz2=52(load case 6) Max Uplifl2=-256(load case 5), 4=-256(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-0/53.2-3=-698/194,3-4---698/194,4-5---0/53 BOT CHORD 2-6=-128/543,4-6---128r543 WEBS 3-6=-8268 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h --OR; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL --1.00 plate grip DOL=1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any, other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard SOV?,o ESS/0��1 S CO IX C 046433 % OF October 2,2006 - A, WARNDPO - Vwth design Par—tes and READ NOTES ON TB7a AND DVCLUnED MITES MCrERENC8 PADS MH 7473 B87'ORE URIL �. ' Design vald for use only with MTek connectors. TMs design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibilty of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary tracing to Insure stability during construction Is the responsibility of the iTek' erector. Additional permanent bracing of the overall structure is the responsibilty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSIMI1 Quality Criteria, D311-89 and BCSII Bulking Component Safety Information available from Truss Plate Institute, 583 D'OnoMo Drive, Madison, WI 53719. _M 7777 Greenback Lane, Suite 109 Citrus relights, Ca, 95610 Job Tru ss russ I ypecity 4-0-12 plyPhelan/CHICO f2:0-1-40-1-81 f4:0-1-40-1-81 f5:03-10,0-2-O1,f6:0-3-120-1-81 r7:0.4-00-3121 f8:0-3120-1.81 LOADING (psf) SPACING 2-M CS1 DEFL in (loc) I/defl L/d 822966202 0605 33 A3 HOWE 1 Z Job Reference (optional) Central Valley Truss Company, Woodland, CA 95776, Marc Valerizuela 6.200 s Jul 13 2005 NTek Industries, Inc. Sat Sep 30 10:53:32 2006 Page 1 412 6.11-0 9-9-4 13-10-0 4-0-12 2-10-4 2-10-4 4.0-12 4x5 11 3x6 11 6x8 = 3x6 II 4x10 Q Scale= 1:25.8 R 1 4-0.12 6.11-0 9-9-4 13-10-0 1 1 - 4-0-12 2-10-4 2-10-4 - 4-0-12 Plate Offsets (X,l): f1:0-3-10,0-2-01 f2:0-1-40-1-81 f4:0-1-40-1-81 f5:03-10,0-2-O1,f6:0-3-120-1-81 r7:0.4-00-3121 f8:0-3120-1.81 LOADING (psf) SPACING 2-M CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.05 7 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.13 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 HOrz(rL) 0.03 5 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix): Weight: 155 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&&r G TOP CHORD Sheathed or 4-8-11 oc purlins. BOT CHORD 2 X 8 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2 X 4 OF Stud/Std IS *Except* 3-7 2 X 4 OF No.1 &Btr G QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. REACTIONS (Ib/size) 1=5241/0-3-8,5--5241/0-3-8 Max Horzl=133(load case 14) Max Upliftl=-1932(load case 5), 5=-1932(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-8386f3072, 23=-02042292, 3-4=-02042293, 4-5=-8386/3073 BOT CHORD 1-9=-2 7 6417 5 05, 8-9=-2764/7505, 7-8=-2764!!505, 6-7=-2737!7505, 5-0=-2737(7505 WEBS 2-8=-746/2046, 3-7=-1950/5260, 4-6=-747/2046, 2-7=-23681908, 4-7=-2368/909 NOTES 1) 2 -ply truss to be connected together with 0.131'Sa' Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Pty to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 85mph; h=Dft; TCDL=O.Opsf; BCDL=O.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 5) This truss has been designed for a 10.0 bottom live load live loads. ROFESS/p Q psf chord nonconcurrent with any other 6) A plate rating reduction of 20% has been applied for the lumber members. green 7) This truss has been designed for a total drag load of 2000 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0 ��� f�R S. for 1000.0 plf. LOAD CASE(S) Standard C� � C 046 33 M 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) E -07 Vert: 1-5---714(F=-700),1-3=-60,3-5=-60 * October 2,2006 A WARNING- Verib design parameters, and READ NOTES ON THFS AND INCUMED A4TEIr REFMU 8 PAGE AID- 7473 B1i1'ORE USE. � Design valid for use only with Mfrek connectors. This design Is based only upon parameters shown, and.is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Mire k• 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 responsibily of the building designer. For general guidance regarding fabrication, qualy control storage, delvery, erection and bracing, consult ANSI/1PI7 Quality Crlferlq, D3B-89 and BC3I1 Bullring Component Suite 109 SL e Lne, Safety information available from Truss Plate Institute, 583 D'OnoMo Drive, Madison, W53719. Citrus Heights, 7777 Greenback L ne. Su Job Truss TrussType Qty Ply PnelOn7CNICO (loc) - Ltd PLATES GRIP TCLL 16.0 R22966203 060533 81 COMMON 1 1 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 Job Reference (optional) Central valley Truss Company, Woodland, (-165776, Mark 6.200 s Jul 13 2005 MITek Industdes, Inc. Sat Sep 30 10:53:33 2006 Page 1 -2-0-0 3.7-6 6.4-0 5010 12-18-0 14-&0 2-0-0 3.7-6 2-B-10 2-8-10 3.7-6 2-00 Scale= 1:27.0 40 = 4-64 I 8-1-12 12-8-0 4-64 3.7-8 4.64 11 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl Ltd PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.01 8-9 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.02 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(rL) 0.01 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix). Weight: 80Ito LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD BOT CHORD 2 X 6 OF SS G BOT CHORD WEBS 2 X 4 OF Stud/Std G OTHERS 2 X 4 OF Stud/Std G REACTIONS (Ib/size) 2=587/0-3-8, 6=587/0-3-8 Max Horz2=51(load case 5) Max Uplift2=-242(load case 5), 6=-242(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/57, 2-3=-702/195, 3-4=-602/192, 4-5=-602/191, 5-0=-702/195, 6-7=-0/57 BOT CHORD 2-9=-153/580,8-9=-811411,6-8=-139/580 WEBS 3-9=-153/85, 4-9=-59220, 4-8=-59/220, 5-8=-153/85 Sheathed or 6-" oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1-2002. 4) All plates are 2x4 MT20 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. 7) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard October 2,2006 A WARNDIO - PerM drug. Parameters and MUD NOTES ON TWS AND WCLUDW M/T8g REFAPE PCE PADS MZ 7473 B12NDRE Us& � Design vald for use only with M-Fek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsbilty of building designer- not truss designer. Bracing shown MiTek 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 ANSI/TPII Quality Criferf% 038.89 and 8CS11 Bulldasg Component 7777 Greenback Lana, Suite 109 Safety Information available from Truss Plate Institute, 583 D'OrwMo Drive, Madison, Wl 53719. 7777CitruHeights, k L na, suite Job russ I russ I ype City Ply Phelan/CHICO Plates Increase 1.25 TC 0.24 TCDL 14.0 822966204 060533 B2 COMMON - 1 1 YES WB 0.10 BCDL 7.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) ""y 2-0-0 6-4-0 4x5 = 3 o.euu a dm i.a cuv� m i en muuwi ��. am acp .w ma�a� cuuo rnyn i 6-" 2-40 Scale c 1:27.0 LOADING (psf) SPACING 2-M CSI TCLL 16.0 Plates Increase 1.25 TC 0.24 TCDL 14.0 Lumber Increase 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 7.0 Code UBC97/ANSI95 (Matrix) 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 REACTIONS (lb/size) 2=587/0-3$, 4=587/0-3.8 Max Horc2=49(load case 5) Max Uplift2=-242(load case 5), 4=-242(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-0/53,2-3=-625/171,3-4---625/171,4-5---0/53 BOTCHORD 2-6=-109/483,4-6=-109/483 WEBS 3-6=-4/242 6-4-0 DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.03 4-6 >999 240 MT20 220/195 Vert(TL) -0.05 4-0 >999 180 7777 Greenback Lane, Suite 109 k Lane, S 7Citrus Horz(TL) 0.01 4 n/a n/a Weight: 47 1b BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �d October 2,2006 A WARNING • V-qJ design peron t— —d READ NOTES ON TWS AND INCLUDED MrrEB RJW BR29WK PAGE 2M.7473 mo cu & UB& Design valid for use only with Mitek connectors. This design Is based any upon parameters shown, and is for an individual building component. 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 M iTek erector. Additional permanent bracing of the overall structure is the responsibily, of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consuti ANSI/rPI1 QuaBty Criteria, DSB-89 and BCSII Bulling Component Safety Wormallon available from Truss Plate Institute, 583 D'OnoMo Drive. Madison, Wl 53719. 7777 Greenback Lane, Suite 109 k Lane, S 7Citrus Heights, Job Truss truss I ypeQty TCLL Ply Phelan/CHICO 1.25 TCDL 14.0 Lumber Increase 1.25 822966205 060533 C1 DBL. FINK 1 1 Code UBC97/ANSI95 Weight: 2041b BRACING Job Reference (optional) Central Valley Truss Company, Woodland, CA 95776, Mark Velenzuela 6.200 s Jul 13 2005 NBTek Industries, Inc. Set Sep 30 10:53:34 2006 Page 1 -2-0-0 4-7-13 84-15 12-2-0 15-11-1 19-8-3 24-40 26.4-0 2-0.0 47-13 3-9-1 3$1 3$1 331 47-13 2-0-0 Scale= 1:50.2 4x4 = 3x4 = 4x8 = 3x4 = 3x4 = 3x4 = 5-4-14 I 310.15 I 145-1 1 18-11-2 I 2440 5.4-14 4dr2 4-62 46-2 54-14 LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 14.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 7.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 6 DF SS G WEBS 2 X 4 DF Stud/Std G OTHERS 2 X 4 DF Stud/Std G CSI DEFL in (loc) l/defl L/d PLATES GRIP TC 0.25 Vert(LL) 0.03 13 >999 240 MT20 220/195 BC 0.15 Vert(TL) -0.0813-14 >999 180 WB 0.17 Horz(rL) 0.02 8 n/a n/a rose (Matrix) m •r 7777 Greenback Lane, Suite 109 k L ne. Su 777Citrus Weight: 2041b BRACING TOP CHORD Sheathed or 5-2-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 2=1018/0-3.8, 8=1018/0-38 Max Horz2=75(load case 5) Max Uplift2=-385(load case 5), 8=-385(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/57, 2-3=-1603/489, 3-4--1508/504, 4.5=-1192/426, 5-6=-1192/426, 6-7=-1508/504, 7.8=-1603/490, 8-9=0/57 BOT CHORD 2-14=-437/1374, 13-14=-333/1136, 12-13=-213/876, 11-12=-213/876, 10-11=-296/1136, 8-10=-375/1374 WEBS 3-14=-210/120,4-14--109/301,4-13=-342/168,5-13=-180/427, 5-11=-180/427,6-11=-342/168,6-10=-110/301, 7-10=-210/120 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) All plates are 2x4 MT20 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. 7) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard I1 /QFtpFESSlp�����R S. TjNC�F2 CO UJI C 0Zc- OF 3 � * EXP7 October 2,2006 A WARNMVG - Ve j& design paramet— and RFAD NOTMS aN TMS AND MCLUDS13 AW7X REFIMENCE PAGE XZ 7473 BSJ'ORE US& MH* valid for use only with h4Tek connectors. This design is based only upon parameters shown, and is for an Individual building component. - Applicability of design paramenters and proper Incorpora ton of component Is res ponsibilty of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members any. Additional temporary bracing to Insure stability during construction is the responsibility of the iTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rose fabrication, qualy control, storage, delivery, erection and bracing, consuit ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onof io Drive, Madison, W 53719. m •r 7777 Greenback Lane, Suite 109 k L ne. Su 777Citrus Heights, Job Truss ,. Nss I ypey CSI TCLL Phelenr—HICO Plates Increase 1.25 TC 0.22 TCDL 14.0 822966206 060533 C2 COMMON 1 1 YES WB 0.20 BCDL 7.0 Code UBC97/ANSI95 (Matrix) Job Reference(optionallf —Ilam --y IIY» a.unynny, vYYUYmIu, v� air rY, mtlln VmYnzucltl mzw s JYI 1J [ m ieR Inausules, Inc. ce[ yep 3u lu:DJ:34 Luuu vage'i I -24.0 64-4 12-2-0 17-11-12 24-4-0 26-0-0 I I 1 2-0-0 64.4 5.9-12 5.9-12 644 2-0-0 Scale= 1:46.7 4X5 = 4 5x6 = 30 = 63.8 LOADING (psf) SPACING 2-M CSI TCLL 16.0 Plates Increase 1.25 TC 0.22 TCDL 14.0 Lumber Increase 1.25 BC 0.34 BCLL 0.0 Rep Stress Incr YES WB 0.20 BCDL 7.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 2=101810-3-8, 6=1018/0-3-8 Max Horz2=-74(load case 6) Max UpIM2=-385(load case 5), 6=-385(load case 6) 7-9-0 63-8 DEFL in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.09 6-8 >999 240 MT20 2201195 Vert(TL) -0.18 6-8 >999 180 Citrus Heights, CA 95610 Horz(TL) 0.04 6 n/a n/a Weight: 105 Ib BRACING TOP CHORD Sheathed or 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/53, 2-3=-1527/471, 3-4---1328/454, 4-5=-1328/454, 5-6=-1527/471, 6-7=0/53 BOT CHORD 2-9=-411/1285,8-9=-217/874,6-8=-349/1285 WEBS 3-9=-329/182, 4-9=-180/492, 4-8=-180/491, 5-8=-329/182 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard I$ �OQ�OFESS/p��l W SER S. rtic Fy COC.D m Uj6433 � I * RA4t=07 * , October 2,2006 A WARNWO - V-(fy deadgn pr—f— and READ NOTES ON rMS AND DVCLODED AMWrR8J'gRJ$PCg PROS MU -7473 HElORS Us& �• ' Design vald for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paNmenters and proper incorporation of component Is responsfbilty of building designer- not truss designer. Bracing shown for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the I���1s ,vt We erector. Additional permanent bracing of the overall structure is the responsibility of the buikding designer. For general guidance regarding - fabrication, quality control storage, del very, erection and bracing, consuIf ANSI/TPII Quality Criteria, DSB-89 and BCSII Bulking Component Safety information available from Truss Pkste Institute, 583 D'Onohio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 Job N59 Type CSI DEFL PhetenrCHICO Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 822966207 0605M C3 ITruss DBL. HOWE 1 3 Job Reference (optionaD Central Valley Truss Company, Woodard, CA 95776, Mark Valenzuela 6.200 s Jul 13 2005 NTek Industries, Inc. Set Sep 30 10:53:35 2008 Page 1 4-105 8-62 12-2-0 15.9.14 19-5-11 24-4-0 4-105 3-7-14 3-7-14 3-7-14 3-7-14 4-10-5 13 12' 11 10 9 8 5x12 3X6 II 6x6 = 10X14 = 6x6 = 3x6 11 Scale= 1:44.3 I1 4-105 I 8112 12-2-0 I 169.14 19-5-11 I - 24-40 4-105 3-7-14 3.7-14 3-7-14 3-7-14 410.5 Plate Offsets (X,1): [1:0-0-9,0-3-0], [2:0-1-8,0-1-8], [3:0-1-4,0-2-0], [5:0-1-4,0.2-0), [6:0-1-8,0-1-8], [7:0-3-9,0-3-0], [8:0-3-12,0-1.8), [9:0-3-0,0-3-12], [10:0-7-0,0-6-0], [11:0-3-0,0-3-12], LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.42. Vert(LL) -0.12 10-11 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.07 7 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 464 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 8 OF No.1&Btr G WEBS 2 X 4 OF Stud/Std G *Except* 4-10 2 X 4 OF No.1&Btr G BRACING TOP CHORD Sheathed or 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE REACTIONS (Ib/size) 1=930410-3-8,7=9304/0-3-8 SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. Max Horzl=-174(load case 11) Max Upliftl=-3431(load case 5), 7=-3431(load case 6) FORCES (lb) - Maximum Compressiorl/Maximum Tension TOP CHORD 1-2=-16932/6220, 2-3=-13809/5091, 3-4=-10760/3990, 4-5=-10761/3990, 5-6=-13809/5091, 6-7=-1 6932/6221 BOT CHORD 1-13---5607/15172,12-13=-5607/15172,11-12=-5607/15172, 10-11=-4514/12315, 9-10=-4473/12315, 8-9=-5558/15172, 7-8=-5558/15172 WEBS 2-12=-1024/2802.3-11=-1579/4249, 4 -10=-344219269,5-9=-1579/4249,6-8---1025/2802.2-11=-3381/1292, 3-10=-4084/1556,5-10=-4084/1556,6-9=-3381/1293 NOTES 1) 3 -ply truss to be connected together with 0.131'x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 85mph; h=0tt; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed for a total drag load of 2000 Ib. Connect truss to resist drag loads along bottom chord from 0-M to 2-M for 1000.0 plf. LOAD CASE(S) Standard Continued on page 2 October 2,2006 A WARNMG - VeHfy design pmcmeerae and READ NOTES ON rMS AND INCL VD6D A TETT REIIMEVCE PADS HU 7473 BBPORE USE, - Design void for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component B responsibiity 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 MiTek erector. Additional permanent bracing of the overall structure Is the responsibily of the building designer. For general guidance regarding fabrication, ual control storage, dely,D311-89Pow:A.r, q N g ere. erection and bracing, consult doom. Pl1 Gully Crttado, and BCSII BWldrsp Component Safer Worm�lon available from Truss Plate Institute, 583 D'OnoMo Drive, n4otlison, Wl 53719. oes.os..: 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 Central Valley Truss Company, Woodland, CA 95776, Mark Velenzuela LOAD CASE(S) Standard 1) Regular: Lumber.lncrease=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-7=-714(F=-700),1-4---60, 4-7=-60 Phelan/CHICO 822966207 3 Job Reference (optional) 6.200s Jul 13 2005 MITek Industries, Inc. Set Sep 3010:53:35 2006 Page 2 - f A WARNEVO' - V-% deafgn PW—' -e-' and READ NOTES ON TMS AND XCLUDED MTEK REPEREW& PAW AM 7473 BEFORE USE. Truss N55 ypeQty Design void for use only with MlTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Ply 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 responsibilityof the iTek. erector. Additional permanent bracing of the overall structure Is the responsibily of the building designer. For general guidance regarding fabrication, qualy control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS647 and BCSII Bullring Component _M ae.+.vQ... �Job 060533 - C3 DBL. HOWE 1 Central Valley Truss Company, Woodland, CA 95776, Mark Velenzuela LOAD CASE(S) Standard 1) Regular: Lumber.lncrease=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-7=-714(F=-700),1-4---60, 4-7=-60 Phelan/CHICO 822966207 3 Job Reference (optional) 6.200s Jul 13 2005 MITek Industries, Inc. Set Sep 3010:53:35 2006 Page 2 - f A WARNEVO' - V-% deafgn PW—' -e-' and READ NOTES ON TMS AND XCLUDED MTEK REPEREW& PAW AM 7473 BEFORE USE. �• Design void for use only with MlTek connectors. This design Is based only upon parameters shown, and is for an individual building component. 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 responsibilityof the iTek. erector. Additional permanent bracing of the overall structure Is the responsibily of the building designer. For general guidance regarding fabrication, qualy control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS647 and BCSII Bullring Component _M ae.+.vQ... Safety7777 Safety Informs�on available from Truss Plate Institute, 363 D'Onohio Drive, Madison, Wl 53719. 777Citrus Heights, k L ne, Su Greenback Lane, Suite 109 Job Truss fussype Qty Ply Phelan7CHICO TCLL - 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.12 12 >999 240 822966208 060533 D1 I DBL. FINK 2 1 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(rL) 0.09 8 n/a n/a Job Reference a 'ono Central valley (fuss t:ompany, Woddland. CA 95776, mark valenzuela - 6.200 s Jul 13 2005 Mrrek Industries, Inc. Set Sep 3010:53:36 2006 Page 1 -W 510-0 13-7-2 21-4-0 29314 369-12 42-11-8 4411-8 038 5-10-4 7-8.14 7$14 7814 7-8-14 6-1-12 2.0.0 - Scale = 1:74.1 5x6 = 5.50 12 • 14 13 12 11 10- 3x6 11 Sx8 = 4x6 = Sx8 = 3x10 11 Ij -00:8 5.10-4 I 13-7-2 I 2141-0 I 29-014 I 369.12 42-11-8 i 038 5-10-4 7.8-14 741-14 7-8-14 7-614 6-1-12 Plate Offsets (KY): (1:0-0-6,0-1-0), [4:0-3.0,0-3-0], [6:0-3-0,Edge], [11:0-0-11,0-2-8], [11:0-4-0,0-4-8], [13:0-4-0,0-4-81,[13:0-0-11,0-2-81, [31:0-1-11,0-1-0], [34:0-1-11,0-1-0], [37:0-1-11.0-1-0],(40:0-1-11.0-1-0], [43:0-1-11,0-1-0], [43:0-3-0,0-1-0], [52:0-2-12,0-2-12], [72:0-1-11,0-1-0], [75:0-1-11,0-1-0], [78:0-1-11,0.1-0], [81:0-1-11,0.1-0] [82:0-3-15, Edge], f84:0-1-110-1-01 [91:0-5-00-0-121 LOADING (psf) SPACING 2-M CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL - 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.12 12 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.2911-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(rL) 0.09 8 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight:423lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Sheathed or 3-6-1 oc purlins. BOT CHORD 2 X 6 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or B-4-1 oc bracing. WEBS 2 X 4 OF Stud/Std G `Except' WEBS 1 Row at midpt 2-13, 3-12,6-12,7-11 312 2 X 4 OF No.1&Btr G, 5-12 2 X 4 OF No. 1&Btr G 6-12 2 X 4 OF No. 1&Btr G OTHERS 2 X 4 OF Stud/Std G REACTIONS (Ibtsize) 1=1575/0-38, 8=1711/0-38 Max Horzl=-120(load case 6) Max Upliftl=-532(load case 5), 8=-619(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3261/1070, 2-3=-2678/880, 3-4=-2006/690, 4-5=-1997/690, 5-6=-2005/693, 6-7=-2698/881, 7-0=-0322/1069, 8-9=0/52 BOT CHORD 1-14=-9972875, 13-14=-997/2875, 12-13=-746/2351, 11-12=-654/2363, 10-11=-898/2953, 8-10=-898/2953 WEBS 2-14=-2231, 2-13=-569268, 3-13=-93/434,3-12=-8141368,5-12=-39411133,6-12---832/371, 6-11=-991459,7-11=-624/274, 7-10=0/224 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVI-PI 1-2002. 4) All plates are 2x4 MT20 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. 7) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �Q�OF ESS/p\ S T�NG'`ll C 2� �-� m IX C 046433 *\ EXE /*, October 2,2006 A WARNDrO • Ver{ f� dafgn pwwneeee and RBdD NOTES ON 7'Rra AND JXCLuni&D mnmv RID'SREWS pAGE MU 7473 BEFORE D8& Design void for use only with lvIfTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. ttLl Appicobility of design paramenlers and proper Incorporation of component is responsibilly of building designer- riot truss designer. Bracing shown Is for lateral support of Individual web members any. Additional temporary bracing to Insure stability during construction is the responsibility of the MITek• erector. Additional permanent Wadng of the overall structure Is the responsibility of the bulkling designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult AN31/rP11 Guatdfy Cd torkL D3113-89 and SC311 Bulldnp Component Safety Information available from Truss Plate Institute, 583 D'Onotdo Drive, Wadison, WI 53719. 7777 Greenbelt Lena, Suite 109 777Citrus Heights, k L ne, Su Jobcuss SPACING 2-M cuss ype TCLL 16.0 y Phelan/CHICO - TCDL 14.0 Lumber Increase 1.25 BC 0.47 ` Rep Stress Incr NO 822966209 060533 D2 DBL. FINK 9 1 ' BOT CHORD 2 X 4 OF No.1&Btr G *Except* Heights, 95610 10-112 X 6 OF No.1 &Btr Job Reference o 'ono wnu ovancy i ivaa „wuyany, r1 --u, v. aai iv, --- vmm— — —P — w.a a.x — rag. . -W 510-4 13.7-2 21-40 29-0-14 36312 42-11-8 ftl1-8, 0-38 610-4 7-614 74614 74614 7-8-14 61-12 2-0-0 Scale = 1:80.5 5x6 = 4 13 12 11 4x4 = 4x4 = 4x4 = 10 g sxo — 2x4 II 5x8 = 4x5 11 6c8 = 2x4 11 -0A:8 5.10.4 1 13.7-2 1 21-4-0 I 29-1.14 36312 42-11� 0.3-8 610-4 7-8-14 7-614 7-814 7-8-14 61-12 LOADING (psf) SPACING 2-M CSI TCLL 16.0 Plates Increase 1.25 TC 0.43 TCDL 14.0 Lumber Increase 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr NO WB 0.88 BCDL 7.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 OF No.1&Btr G *Except* Heights, 95610 10-112 X 6 OF No.1 &Btr WEBS 2 X4 DF Stud/Std G *Except* . 4-11 2 X 4 DF No.1 &Btr G, 12-14 2 X 4 DF No.1 &Btr G DEFLin (loc) I/defl Ud PLATES GRIP Vert(LL) ' ---0.09 12-13 >999 240 MT20 220/195 Vert(TL) -0.2212-13 >999 180 MiTek. Horz(TL) 0.06 9 n/a n/a fabrIcation, quality control storage, delvery, erection and bracing, consult AN31/rPil Quality Cdteda, DSB.89 and BCSII Building Component Safety tntorma8on available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, W53719. - 7 Greenback L k L ane, Suite 109 777777Citrus Weight: 233 lb BRACING TOP CHORD Sheathed.or3-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-12 JOINTS 1 Brace at Jt(s): 14 Itdld REACTIONS (Ib/size) 1=1380/0-3-8, 9--1847/0-3-8,7=21410-3-8 Max Horzl=-117(load case 6) Max Upliftl=-477(load case 5), 9=-620(load case 6), 7=-120(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2776/931, 2-3=-2197!747, 3-4=-1329/472, 4-5=-1329/486, 5-6=-1646/532, 6-7=-96/339, 7-8=0/49 BOTCHORD 1-13=-869/2425, 12-13=-869/2422, 11-12=-382/1412, 10-11=-383/1416, 9-10=-184/139, 7-9=-227/157 WEBS 2-13=-7/241, 2-12=-550/263, 3-12=-193/102, 3-14---.796/370,11-14---22/295, 4-14--219/662, 5-14=-472/289, 5-10=-330/129 ,6-10=-490/1674,6-9=-1733/615, 12-14--312/800 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h --0k; TCDL=O.Opsf; BCDL=O.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 9?OFESS/p 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ��,Q �R S Uniform Loads (plf) lV N y Vert: 1-4- 60, 4-8=-60. 1-11=-14, 10-11=-34(F=-20), 7-10=-14 E 'A- el A 03 * i October 2,2006 A WARNwa, - Veft dealgn parameter•. mrd RBdD NOTES aN TNra AND D7cLumm m= mirmu IyCE PAGc mr 7473 RBPORE DBE. Design vola for use only with MTek connectors. This design is based onty upon parameters shown, and is for an individual building component. , Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracingshown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibiliof the MiTek. erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding - fabrIcation, quality control storage, delvery, erection and bracing, consult AN31/rPil Quality Cdteda, DSB.89 and BCSII Building Component Safety tntorma8on available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, W53719. - 7 Greenback L k L ane, Suite 109 777777Citrus Heights, 95610 Job Truss I russ I ype oty Ply Phelan/CHICO Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase /22966210 060533 D3 DBL. FINK 9 1 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.30 Vert(TL) Job Reference (optional) Central Valley Truss Company, Woodland, CA 95776, Mark Valenzuela 6.200 s Jul 13 2005 Wait Industries, Inc. Set Sep 30 10:53:37 2006 Page 1 -2-0.0 6.1-12 12-7-4 17-1-6 21-7-8 , 24-36 30.10-7 3611-8 4330 2.0.0 6-1-12 6S8 416-2 4-62 31-14 6.1-1 6-1-1 6.3-8 2.0-0 Scale= 1:77.8 5x5 = ' 17 16 4.00 F12 12 "`o — 20 11 5x8 = US — 1 61-12 1 12-7-4 17-1-6 1 - - 24-36 1 30-10-7 36-11-8 I 4330 i 61-12 6-5-8 41'-2 740 61-1 61-1 63-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.09 14-15 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.20 14-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(rL) 0.08 12 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 219 lb LUMBER BRACING TOP CHORD 2 X4 DF No.1&Btr G TOP CHORD Sheathed or 5-M oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std G *Except* WEBS 1 Row at midpt 6-15 6-15 2 X 4 DF No. 1&Btr G REACTIONS (Ib/size) 2=121/0-3-8,12--1825/0-3-8, 10=-63/0-3-8.17=1553/0-3-8 Max Horz2=-104(load case 6) Max Uplift2=-87(load case 5), 12=-572(load case 6), 10=-120(load case 9), 17=-534(load case 5) Max Grav2=177(load case 9), 12=1825(load case 1), 10=21(load case 5), 17=1553(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-0/49; 2-3=-178/561, 3-4=-885/319, 4-5=-1142/411, 5-6=-1137/473, 6.7=-1610/531, 7-8=-1647/489.8-9=-1066/362, 9-10=-243/995, 10-11=0/49 BOTCHORD 2-17=-430202, 16-17=-388/190, 15-16=-231/763, 14-15=-195/1034, 1314=-201/961, 12-13=-9161293, 10-12=-823/268 WEBS 317=-1442/532, 3-16=-372/1227, 4-16=-686229, 4-15=-47/364, 5-15=-268/148, 6-15=-145/163, 6-14--268/971, 7-14=-292/159, 8-14--106/545, 8-13=-759221, 9-13---463/1768.9-12---1431/476 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL --1.00 plate grip DOL=1.00. , 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any, other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-11=-60, 2-16=-14,14-16=-14.12-14---14.10-12=-14 October 2,2006 A WARNZIM - Ve ft deadgn p—tere and READ NonO ON TMS AND INCLOD&D xmBK RPJ'ERE9CE PAGE JW -7473 BS)'ORE U6& � Design void for use only with tATek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper Incorporation of component is responsibtity 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 pemsanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - fabrication, quality control storage, delivery, erection and bracing, consuit ANSI/TPII Quilty CrMerla, D3B-89 and BCSII Bulldng Component Safety IMormmlon available from Truss Plate Institute, 583 D'Onohto Drive, Madison, VVI 53719. - _MiTe_k_• 7777 Greenback Lane, Suite 109 Citrus Heights. CA 95610 Job russruss ype CSI y Pheleni-HICO , I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 822966211 060533 04 DBL. FINK 1 1 MT20 220/195, TCDL 14.0 Lumber Increase 1.25 BC 0.41 Vert(TL) Job Reference (optional) Central Valley Tress Company, Woodland, CA 95776, Mark Velenzuela 6.200 s Jul 13 2005 Wok Industries, Inc. Set Sep 3010:53:38 2006 Page 1 -0r . 510-4 12312 16-9-14 21-4-0 24-5-14 30.6-15 3680 42-11.8 4411$ 0-3.8 5-10.4 6b-8 4-62 4-62 ' 3.1-14 6-1-1 6-1-1 6-3-8 2-0-0 Scale= 1:74.8 5x5 = 16 15 4.00112 2x4 II 5x8 = 5x6 = -010 5-10-0 12312 1 169.14 245.14 1 30.615 1 3660 1 42-11-8 I 038 5-10-4 6f-8 416-2 7-8-0 61-1 61-1 63-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.12 13-14 >999 240 MT20 220/195, TCDL 14.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.30 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(rL) 0.14 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 215 lb - LUMBER TOP CHORD 2 X 4 DF N6.18Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Stud/Std G `Except. 5-14 2 X 4 DF No. 1&Btr G REACTIONS (lb/size) 1=1232/0-3-8, 11=2382/0-3-8,9=-329/0-3-8 Max Horzl=-117(load case 6) Max Upliftl=429(load case 5), 11=-722(load case 6), 9=-357(load case 9) Max Gravl=1232(load case 1), 11=2382(load case 1), 9=114(load case 5) BRACING TOP CHORD Sheathed or 4-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2435/818, 2-3=-1921/665,34---1858/662, 45=-1849/722, 5-6---20811696,6-7=-2120/654,7-8=-1107/374, 8.9=-458/1606,9-10=0/49 BOTCHORD 1-16=-7662117, 15-16=-766/2114, 14-15=-582/1.768, 13-14=-346/1466, 12-13=-215/1000, 11-12=-1506/491, 9-11=-13751453 WEBS 2-16=-8232, 2-15=-493233, 3-15=-285188, 3-14=-105/96, 4-14---261/145, 5-14=-323/617, 5-13=-280/1014, 6-13=-289/158, 7-13=-2481952,7-12=-1044/320,8-12=-674/2370,8-11=-1797/575 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h --OR; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=60, 5-10=-60,1-15=-14,13-15=-14.11-13=-14, 9-11=-14 /QFtOF ESS/p� S CO IX C 046A33 October 2,2006 A WARMNO - Veft deadgn pmv--t-- mrd READ NOTm oN Tws AND nwcLWIED mT= RiwinuaCR PAGE AM 7473 HEJ'ORS UR& �. Design void for use only with Iv4rek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters 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 responsibilityof the iTek- erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardin fabricatiort qualy control, storage, delivery, erection and bracing, consuti ANSI/TPII Quality Criteria, 036.89 and BCSII Bullring Component _M Sefey trdormrrion available from Truss Plate Institute, 583 D'Onoklo Drive, Madison, VA 53719. 7777 Greenback Lena, Suite 109 Citrus Heights, Ca, 95610 Job runs rU55 ype CSI y Phelen/CHICO Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase , 822966212 060533 D5 DBL. FINK 8 1 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.42 Vert(TL) Job Reference o tions D.tW s uui 14 c M i ex inaumnes, inc. ear xp ,a iv:o s:sn [wD rage 1 413 8 5-10-0 12312 135-8 21-40 28-0-12 324.6 36.8-0 42-11-8 44-11-8 038 5-10-4 65-8 7-1-12 1-10.8 6312 4310 4-310 6.3.8 2-0-0 Scale= 1:74.8 5x5 = 2x4 11 5 15 14 13 11 ozD — 2x4 II 3x4 = 6x10 = 4.00 F12 5x6 = -DaB 5.10.4 12312 I 135-8 i 28.0.12 368.0 42-11-8 i 0-38 5-10.4 6 -SS 7-1-12 874 8-74 6-3-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.12 12-13 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.28 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 HOrz(rL) 0.12 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 220 lb - LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOTCHORD 2X4DFNo.1&BtrG - WEBS 2 X 4 DF Stud/Std G `Except* 3-13 2 X 4 DF No.1&Btr G, 4-13 2 X 4 DF No. 1&Btr G 5-13 2 X 4 DF No.1&Btr G, 5-12 2 X 4 DF No. 1&Btr G REACTIONS (Ib/size) 1=1243/0-3-8, 11=2310/0-3-8,9=-267/0-3-8 I Max Horz1=-117(load case 6) Max Upliftl=-431(load case 5), 11=-722(load case 6), 9=-302(load case 9) Max Gravl=1243(load case 1), 11=2310(load case 1), 9=102(load case 5) BRACING TOP CHORD Sheathed or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. WEBS 1 Row at midpt 3-13, 4-13,7-11 FORCES (lb) - Maximum Compressiorl/Maximum Tension TOP CHORD 1-2=-2453/821, 2-3=-1951/672, 3-4=-1369/492, 45=-1296/557, 5-6=-1764/600, 6-7=-1721/524, 7-8=-377/1424, 8-9=-430/1455, 9-10=0/49 BOT CHORD 1-1 5=-7 67121 31, 14-15=-767/2128, 13-14--563/1706, 12-13=-266/1140, 11-12=55/490, 9-11=-1240/428 WEBS 2-15=-10/224, 2-14=-474/224, 3-14--91/380, 3-13=-711/328, 4-13=-303/155, 5-13=-290/600, 5-12=-209/681, 6-12=-366202 ,7-12=-323/1187,7-11=-2599!758,8-11=-375/190 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl0 Vert: 1-5=50, 5-10=-60,1-13=-14.12-13=-14,11-12=-14, 9-11=-14 O9?OFESS/p,�q � S T�Nc�Fti C m W C 046433 M L *\ EW_�1-07 /*. October 2,2006 A WARNING - Ver j ft7 design parameters and RSAD N07M ON THIS AND INCLUDED AV= REFE21ENM PAGE AM 7473 BRIVRE USB, Design void for use only with Wait connectors. This design is based only upon parameters shown, and is for an Individual building component. �• Applicability of design paramenters and proper Incorporation of component is responsibilty of building designer- not truss designer. Bracing shown M iTek• 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, qualy control storage, del very, erection and bracing, consuIf AN$IfrP11 Quality Criteria, DSR -87 and 11C3111 Building Component Suite 109 Su a Lne, 7777 Greenback Safety information available from Truss Plate Institute, 383 D'Orsohlo Drive, Madison, WI 53719. Citrus Heights, k L ne, Su Job russ- fu55 ype CSI y Phelan/CHICO 1.25 TC 0.44 TCDL 14.0 Lumber Increase 1.25 - - 822966216 060533 HAI JACK 5 1 Code UBC97/ANS195 (Matrix) LUMBER 3 n/a n/a Job Reference (optional) 1 A LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.44 TCDL 14.0 Lumber Increase 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 7.0 Code UBC97/ANS195 (Matrix) LUMBER 3 n/a n/a TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1&Btr G REACTIONS (Ib/size) 2=408/0-5-11, 410/Mechanical, 3=-145/Mechanical Max Horz2=52(load case 3) Max Uplift2=-259(load case 3), 3=-145(load case 1) Max Grav2=408(load case 1), 4=23(load case 2), 3=112(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-0/55,2-3=-81/40 BOT CHORD 2-4=0/0 1-5-0 DEFL in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 220/195 Vert(TL) -0.00 2 >999 180 HOrz(rL) -0.00 3 n/a n/a Weight: 8 Ib BRACING TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing NOTES 1) Wind: ASCE 7-02; 85mph; h --OR; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed;. MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Scale = 1:8.3 �Oq?,0 ESS/CO p�ql cQ� m ILLI 0: C W433 To October 2,2006 A WARNMG - 9mt ftp design pmamdera and PRAD NOTES ON MS AND DVCLUMM A1fT=R1iT1>2ZENCE PAGE AW -7473 EWUW Us & �• Design vald for use only with MTek connectors. This design is based any upon parameters shown, and is for an individual building component Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown _M iTek is for lateral support of Individual web members any. 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, delvery, erection and bracing, consuIf AN31frP11 Quality Cnitoft D38.89 and 8C311 Sulking Component 7777 Greenback Suite 109 L Safety information available from Truss Plate Institute, 583 D'Onsofdo Drive, Modison, W 53719. Citrus Heights, k L 95610 Job russ I russ Type DEFL in (loc) Vdefl L/d y Phelen/CHICO Plates Increase 1.25 TC 0.36 Vert(LL) -0.08 2-4 >982 240 MT20 220/195 TCDL 14.0 - R229fi6217 060533 HEI MONO TRUSS 4 1 - Horz(TL) -0.00 3 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Job Reference o 'ona 1 .—i JCI IJ-- I CF ClawilllCi, III G. Jill JCP— IV: .-- —g.1 7-1Fi fiAA .. Scale = 1: 19.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.08 2-4 >982 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.13 2-4 >577 -180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 22 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 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: REACTIONS (Ibrsize) 3=168/Mechanical, 2=397/0-3-15, 4=45/0-3-8 Max Horz2=116(load case 5) Max Uplift3=-89(load case 5), 2=-175(load case 5) Max Grav3=168(load case 1), 2=397(load case 1), 4=109(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/50,2-3---91/54 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard OQ?,OFESS/p ������ S c co Q m * LU rn4 33 E 07 October 2,2006 A WARNING - Vwfy desfgn paramde. and READ NOTES ON TWS AND INCLUDW AUTss R&J'BRENCB Peas R12F 7473 BEFORE USE, vald for use only with Mitek connectors. This design is based any upon parameters shown, and is for an Individual building component. MR' Applicability of design paramenters and proper incorporation of component is responsfbilty of building designer- not truss designer. Bracing shown is for lateral support of individual web members any. Additional temporary bracing to Insure stability during construction is the responsibility of the �'���' erector. Additional permanent bracing of the overall structure Is the responsibilty of the building designer. For general guidance regarding- fabricatiom qualy control storage, delvery, erection and bracing, consuit ANSI/TPII Quality Criteria, DSB-89 and BCSII Sullding Component Safety Information available from Truss Plate Institute, 58MVSA 3 D'Onofdo Drive, odison, 53719. 7777 Greenback L k L ane, Suite 109 Citrus Heights, 95610 i Job russruss ypeI Qty y Phelan/CHICO PLATES GRIP TCLL 16.0 ' - 1.25 TC 0.25 822966218 060533 HNMONO TRUSS 2 1 BC 0.09 Vert(TL) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optionao 0 o.cuu s au, i o cuuo m i m inausmes. inc. aar xp .w i u:as:ai tuvo rage i -2-2-0 4-1$ ' 2-2-0 4-1-8 a. , 4-1-8 Scale c 1:15.4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.01 2-4 >999 240 MT20 2201195 TCDL 14.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 151b LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-1-8 oc pudins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size). 3=72/Mechanical, 2=323/0.3.13, 4=27/0.3-8 Max Horz2=93(load case 5) Max Uplift3=-34(load case 5), 2---161 (load case 5) Max Grav3=72(load case 1), 2=323(load case 1), 4=65(load case 2) FORCES (lb) - Maximum CompressiorVMaximum Tension TOP CHORD 1-2=-0155,2-3---72123 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard October 2,2006 A WARNING, • Ver j ftp deatgn paramet— and RFAD NOTES ON TMS AND INCLUDED Affr=R17'RENCR PADS MU -7473 BIWORS Us& Design valid for use only with MfTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicabily of design paramenters and proper Incorpora ton 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 MiTek 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 ANSI/TPII Quality Cdteda, DSB-89 and SC311 Building Component Safety Information available from Truss Plate Institute, 583 D'Onof to Drive, Madison, WI 53719. ,a •reroarr 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Job ruse ype y Phelan/CHICO SPACING 2-M CSI DEFL in T1 RMN219 060533 HF2 - MONO TRUSS 2 Vert(LL) -0.00 • 2 >999 240 MT20 220/195 TCDL 14.0 r Lumber Increase 1.25 BC 0.03 Job Reference o 'ono wnua valor i lull wnyary, vruuwmm, a,n aorto, mora vuwncuae O w s JUI is NUJ ml l eR inouwas, inc. Jet . p O lu: ° :41 L r•ege i -2-2-0 2-6.4 >-,>-n axe 3 REACTIONS (Ib/size) 3=-12/Mechanical, 2=2 9 410-3-1 3, 4=1511-3-8 Max Horz2=70(load case 5) Max Uplift3=-12(load case 1), 2=-168(load case 5) Max Grav3=20(load case 5), 2=294(load case 1), 4-36(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-0/55,2-3=-66/10 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Scale= 1:11.6 OQFtOF ESS/0 S. T7N < CIO cm LU M C 046 3 + ' * EXP - 07 `��OF October 2,2006 A WARNXG - 7-(& design parameters and READ NOTES ON TJU8 AND MMUDED MITEK JMTERB CE PAGE MU 7473 88T0R8 us&' � • . Design vald for use any with h4Tek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown M iTe k• 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 ANSIM1 Quality Crlteda, DSB-89 and BCSII BWldng Component 7777 Greenback Lane, Suite 109 Safety information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. 7777CitruHeights, k L ne, Su 2�a4 2-55-4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl. Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 • 2 >999 240 MT20 220/195 TCDL 14.0 r Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 DF No. 1&Btr G TOP CHORD Sheathed or 2-5-4 oc pudins. BOT CHORD 2 X 4 DF No.1&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-12/Mechanical, 2=2 9 410-3-1 3, 4=1511-3-8 Max Horz2=70(load case 5) Max Uplift3=-12(load case 1), 2=-168(load case 5) Max Grav3=20(load case 5), 2=294(load case 1), 4-36(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-0/55,2-3=-66/10 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Scale= 1:11.6 OQFtOF ESS/0 S. T7N < CIO cm LU M C 046 3 + ' * EXP - 07 `��OF October 2,2006 A WARNXG - 7-(& design parameters and READ NOTES ON TJU8 AND MMUDED MITEK JMTERB CE PAGE MU 7473 88T0R8 us&' � • . Design vald for use any with h4Tek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown M iTe k• 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 ANSIM1 Quality Crlteda, DSB-89 and BCSII BWldng Component 7777 Greenback Lane, Suite 109 Safety information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. 7777CitruHeights, k L ne, Su Y Job russ Truss Type Qty Ply Phelan/CNICO SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud R72966Y20 060533 J7 MONO TRUSS - 18 1 2 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.01 Job Reference o tiona wnum --y nma —'Wily, —1 ie, nwm v..D. mu Dia 1 Inn D.cuu s um I — M a eR meumnes, inc. ass xp .w iu:asvi zuu rage i 1-0-0 3 1_A_n Scale = 1:8.3 11 REACTIONS (Ib/size) 2=288/0-3-8,4=7/Mechanical, 3=-103/Mechanical Max Horz2=51(load case 5) Max Uplift2=-190(load case 5), 3=-103(load case.l) Max Grav2=288(load case 1), 4-16(load case 2), 3=86(load case 5) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-0152,2-3=-77/42 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL --1.00 . plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard OQ?,OFESS/p� S. TjNG,�Fy O ILU C 04M33 * EXJ% 17 �tr October 2,2006 A WARNMO- VerM design Parameters and READ NOTES ON THIS AND XCLUDW MfTZ1r R&rMM= PAGE MH 7473 BBJ'ORE USB. �• I 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 -3 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 6lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2.X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=288/0-3-8,4=7/Mechanical, 3=-103/Mechanical Max Horz2=51(load case 5) Max Uplift2=-190(load case 5), 3=-103(load case.l) Max Grav2=288(load case 1), 4-16(load case 2), 3=86(load case 5) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-0152,2-3=-77/42 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL --1.00 . plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard OQ?,OFESS/p� S. TjNG,�Fy O ILU C 04M33 * EXJ% 17 �tr October 2,2006 A WARNMO- VerM design Parameters and READ NOTES ON THIS AND XCLUDW MfTZ1r R&rMM= PAGE MH 7473 BBJ'ORE USB. �• Design vald for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an individual building component.. 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 iTek- erector. Additional permanent bracing of the overall structure is the responsibfity of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/rPil Quality Cdfedq DSB-89 and BCSII Building Component Safety Information dormation available from Truss Plate Institute, 583 D'OnoMo Drive, Madison, VVI 53719. _M 7777 Greenback k L ne. Su Lene, Shite 109 GW s Heights, Job russ I russ I ype Qty Ply Phelan/CHICO Plates Increase 1.25 TC 0.31 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 14.0 822966221 060533 JE1 MONO TRUSS 2 1 WB 0.00 HOrz(TL) -0.00 3 Na n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Job Reference (optionor) wnuei v—y 1 nri5 a.anpany, Wwaana, W `✓JI Io, mOtR valeM-5 o.Lw s JUI 13 NIYJ m I eK Inausines, Inc. uar yep su iu:o3:4L Nutt Page 1 -2-0-0 6310 ' 241-0 63,0 i 6310 Scale= 1:19.6 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.10 2-4 >697 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 Na n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 21 lb LUMBER BRACING TOP CHORD 2 X 4 DFNo.18Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.18BtrG BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 3=157/Mechanical, 2=374/0-3-8, 4=42/0-3-8 Max Horz2=118(load case 5) Max Uplift3=-86(load case 5), 2=-162(load case 5) Max Grav3=157(load case 1), 2=374(load case 1), 4=102(load case 2) FORCES (lb) -Maximum Compression/Maximum Tension TOPCHORD 1-2=-0/51,2-3=-91/54 BOT CHORD 2-4--0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=O.Opsf; BCDL=O.Opsf; Category It;. Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard 5) 9?,OFESS/0 �����R s ttic�Fy c3 cm IX C 046 � * EXPAJ Ow ,t October 2,2006 A WARNING • Ver,fq design parameters mrd READ NOTES ON TJUS AND INCLUDED X BK RBJrMU 99CE PADS MO -7473 BE►ORE USE. ®ep• Design void for use only with dvTTek connectors. This design is based only upon parameters shown, and is for an Individual building component. `tiO Applicability of design paromenters and proper incorporation of component is responsibllty, of building designer- not truss designer. Bracing shown Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the M iTek erector. Additional permanent bracing of the overall structure is the responsibilty of the building designer. For general guidance regarding fabrication, qualty control storage, delivery, erection and bracing, consuti ANSUTPII Quality Criteria, DSB-89 and BC311 Building Component Safety information available from Truss Plate Institute, 583 D'Onohto Drive, Modison, VA 53719. Paws.. m Ps 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 4 Job Truss I ruse I ype City Ply Phelen/CHICO Plates Increase 1.25 TC 0.22 Vert(LL) -0.01 24 >999 240 MT20 220/195 TCDL 14.0 872966222 060553 JE2 MONO TRUSS 4 1 WB 0.00 Horz(TL) -0.00 3 n/a n/a. BCDL 7.0 Code UBC97/ANS195 (Matrix) Job Reference (optionali 1 7b.a :LP z Scale= 1:14.6 LOADING (psf) SPACING 2-0-0 CSI ' DEFL in (loc) Udefl Ltd PLATES ' GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.01 24 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.08 Vert(TL) ' -0.01 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a. BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 3-8-13 DC purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=63/Mechanical, 2=296/0.3-8, 4=24/0-3-8 Max Horz2=88(load case 5) Max Uplifl3=-30(load case 6), 2=-148(load case 5) Max Grav3=63(load case 1), 2=296(load case 1), 4--59(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/53,2-3---67/20 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h --0f ; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Oq?,0F ESS/O S. T/%< CO LU rn C 046433 * E -o-7 TFOF October 2,2006 A WARNING - Vm j ftp design paramete- and RMAD NOTSB ON TWS AND nVCLMW L0Mr RIMMUNCS PAGE AW 7473 H9TOR8 US& Design vald for use only with Wyk connectors. This design Is based only upon parameters shown, andis for an Individual building component.. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- rat 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 MiTek erector. Additional permanent bracing of the overall structure is the resporWbiity of the building designer. For general guidance regarding fabrIcotiort quality control storage, defy Q y 9 ate erection and bracing, consult Icon, Pll 3719. CrBerlq DSB-89 and BC311 Building Comporserrt Sorely Information available from Truss Plate Institute, 583 D'OraMo Drive, Madison, Vvl 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 o 1 ru TrussIype ty Ply Phelen/CHICO 1 1 TC 0.27 - MT20 2201195 TCDL .14.0 822966223 060533 JE3 1 MONO TRUSS 2 1 WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) —.y woo 1.14-1y' _2-0.0 2-0-0 1 640 6-0-0 Scale= 1:19.7 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL16.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.05 24 >999 240 MT20 2201195 TCDL .14.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.08 24 >814 180 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 OFNo.18Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 OF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=147/Mechanical, 2=36410-3-8, 4=40/0-3.8 Max Horz2=119(load case 5) Max Uplift3=-81(load case 5), 2=-159(load Case 5) Max Grav3=147(load case 1), 2=364(I6ad case 1), 4=97(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/53,2-3---90/52 BOT CHORD 24=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL --1.00 . plate grip DOL=1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard I October 2,2006 ® WAwmva • Ver{b dewgn poramstere and RFdD Norm am Tffi8 AND INCLOzBD mmw itErm BNCE PAGE MIF -7473 BErOR8 DBE. Design vald for use any with MTTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component Is responsiblity 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 MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualy control storage, delivery, erection and bracing, consult ANSVTPII Quality CAtoft DSB-89 and BCSII Bullring Comporrerst . Safey Wormatlon available from Truss Plate Institute, 5113 D'OnoMo Drive, Madison, Vd 53719. 7777 Greenback Lane, Shite 109 Citrus Heights, CA, 95610 Job r SPACING 2-M I cuss I ype----[ DEFL in (loc) I/deft L/d y PhelenR;FdICO Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 TCDL 14.0 822466224 060533 ITruss JF1 � MONO TRUSS 2 1 - - Horz(TL) -0.00 3 n/a • n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) .lob Reference lontionao v. ........... ..,,...,.,....o -2-0-0 - 3-5-11 Scale= 1: 14.0 E LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.07. Vert(TL) -0.01 2-4 . >999 180 7777 GreenbackL L Lane, Shite 109 BCLL 0.0 . Rep Stresslncr YES WB 0.00 Horz(TL) -0.00 3 n/a • n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 13 lb LUMBER BRACING - TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD 2 X 4 OF No.1&BV G BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical, 2=290/0-3.8, 4=22/0-3-8 Max Horz2=84(load case 5) Max Uplift3=-26(load case 6), 2=-147(load case 5) Max Grav3=52(load case 1), 2=290(load case 1), 4-54(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0F53,2-3---65/16 BOT CHORD 24=010 NOTES 1) Wind: ASCE 7-02; 85mph; h --Oft; TCDL=0.0psf; BCDL=O.Opsf; Category II;.Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard OQ?,OFESS/p y�����R S. c LU M C 046433 OF October 2,2006 .A WARNZIM • ve j fU design pwwnetwe and READ NOTES ON TMS "D MmunBD m rmr mcr"muiscE pea•S AM 7473 DErORE US&. Design valid for use only with PRfek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design para menters and proper Incorporation of component is respansibit ly of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members any. Additional temporary bracing to Insure stability dung construction is the responsibility of the MiTek 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 ANSI/TP11 Gully C tteria, D3111-89 and BC311 Building Component Safety Information available from Truss Piste Institute, 583 D'Onofrlo Drive, Madison, W9 53719. - 7777 GreenbackL L Lane, Shite 109 Citrus Heights, 95610 Job russ Truss Type aty Ply Phelan/CHICO 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 duMg construction Is the responsibility of the erector. Additional pemwnent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delvery, erection and bracing, consuIf ANSI/rP11 Qudity Crttedq DSB-87 and SCSII Building Component LOADING(psf) 822966225 060533 � JF2 - MONO TRUSS 2 1 TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.01 2-4 >999 240 Job Reference (optional) E -2-0-0 40-0 20-0 - _ 40-0 Scale= 1:15.2 REACTIONS (Iblsize) 3=74/Mechanical, 2=303/0-3-8, 4=26/D-3-8 Max Horz2=91(load case 5) Max Upliff3=-37(load case 5), 2=-148(load case 5) Max Grav3=74(load case 1), 2=303(load case 1), 4=63(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0153,2-3=-70/24 BOT CHORD 24=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. ' 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard /Q�pFESS/p� y����ER S. 0 4 � m � C 046433 *\ E;fP.A4T-07 /, i October 2,2006 A WARN3M6 - Verify design parametes and READ NOTES ON TJUS AND DYCLUDBD 1078KREFERENCE PAGE AIIF7473 B87'ORB USB. �. Design void for use only with MTek connectors. This design Is based onty upon parameters shown, and Is for an Individual building component. 40-0 Plate Offsets MY): 12:0-M.0-0-01 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 duMg construction Is the responsibility of the erector. Additional pemwnent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delvery, erection and bracing, consuIf ANSI/rP11 Qudity Crttedq DSB-87 and SCSII Building Component LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.01 24 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a SCOL , 7.0 Code UBC97/ANSI95 (Matrix) Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-0-0 oc puriins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 3=74/Mechanical, 2=303/0-3-8, 4=26/D-3-8 Max Horz2=91(load case 5) Max Upliff3=-37(load case 5), 2=-148(load case 5) Max Grav3=74(load case 1), 2=303(load case 1), 4=63(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0153,2-3=-70/24 BOT CHORD 24=0/0 NOTES 1) Wind: ASCE 7-02; 85mph; h=0ft; TCDL=O.Opsf; BCDL=O.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.00 plate grip DOL --1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. ' 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard /Q�pFESS/p� y����ER S. 0 4 � m � C 046433 *\ E;fP.A4T-07 /, i October 2,2006 A WARN3M6 - Verify design parametes and READ NOTES ON TJUS AND DYCLUDBD 1078KREFERENCE PAGE AIIF7473 B87'ORB USB. �. Design void for use only with MTek connectors. This design Is based onty upon parameters shown, and Is for an Individual building component. 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 duMg construction Is the responsibility of the erector. Additional pemwnent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delvery, erection and bracing, consuIf ANSI/rP11 Qudity Crttedq DSB-87 and SCSII Building Component _MiTek- Pe1,,pOj Safety Information available from Truss Plate Institute, 383 D'Onobto Drive, Modison, WI 53719. - 7777 reenba k L ne, suite 7777 Greenback Lane, Brite 109 1� Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION14- Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSII. 0-1/16" 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves T j 2 3 TOP CHORDS CI-2 C2-3 wide truss spacing, may require bracing, or alternative T, I, or Eliminator bracing should be considered. W EBSNO,, 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O uk31O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locatedesigner, erection supervisor, property owner and all other interested plates 0-IN" from outside o U parties. edge Of. tfU55. 5. Cut members to bear tightly against each other. C&5-60O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the `i width measured perpendicular 4 X A responsiblity of truss fabricator. General practice is to to slots. Second dimension is camber for dead lad deflection. the length parallel f0 slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords requfre lateral bracing at 10 it. spacing, or less, if no celing Is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Instal and load vertically unless indicated otherwise. 18. Use green or heated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal19. Review ail portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTeke Is not sufficient. BCSI l : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.- ANSI/TPI i Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 r. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP0618.63 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/02/2006 APN: 027-230-082-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 31 DAGORRET LN PAL Date: Contractor: Map Index: Description: TRANSFER OF PERMIT TO NEW OWNER OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 (WAS BP041705) Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: PHELAN, GREGORY & LAURA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 19 SKIPPER CT 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966 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).): (530) 589-3469 0/1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: PHELAN, GREGORY & LAURA such work himself or herself or through his or her own employees, 19 SKIPPER CT provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one OROVILLE, CA year of completion, the owner -builder will have the burden of 95966 proving that he or she did not build or improve for the purpose of sale.). (530) 589-3469 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State License Law.). ❑ I�a?m� Exemptunder Article 3 of the Business and Professions Code F Date: 41* Owner: WORKERS' COMP AT N DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 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 workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: U I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. vse All E Date: -2 — (2) c, Soo n �/' L (�3 Applicant: WARNING: ure t secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Q n /� Name: By:Q Date: �)�[ —1 / CD PERMIT EXPIRES A I G 63 Address: ON: V \ l Dale O I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 13 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name:1L / C� vt Signature: V w Date: CJ �� IOWwner O Contractor O Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 i 0 BALANCE OF FEES SI-iF1ET DATE:-. - 9—n�( PERMIT:I� ASSESSOR PARCEL #: 0D - 23O - OWNER'S NAME: FEES: (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE:. $ SRA $ COPIES URBAN AREA FEES $ CSA 87 (North Chico Spec) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER OTHER $ - VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL. $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL COMME T I S -.z - o ii 7i 'i III r, it II 1 . 11 � III a it '. lqqi I I I Irl l' I iI1 1,i 311 �� ��� t�� ll! ��� ��� ��! I�� �� i�� Ali OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1 2. 3 I personally plan to provide them 'or labor and material for construction of this proposed property-improve�mi.gnt: YES.[ ... .NO [... ]... _.... _. _ . . I HAVE [ .] HAVE NOT [ signed an application for a building permit for the proposed work. I have -contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS -. �` >✓ �'0 V v (-e- PHONE: S' — ? 41i�, 51 . ONTR.ACT R' S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work:' NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: (p 6 5. I will provide some of the work but I have contracted (hired) the following persons to provide. the work indicated: . NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER DATE: ( 9 -- a r— U Cj � NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the Butte County Department of Development Services urr ADMINISTRATION ` BUILDING `GIS `PLANNING o� �o O i o 7 County Center Drive o _ / o Oroville, CA 95965 0 (530) 538-7541 Telephone (530) 538-2140 Facsimile cfJU N� OWNER -]BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name+listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are tlie,responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish., the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or. through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, 0 7—., V ___U Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BALANCE OF FEES SHEET DATE: ` PERMIT #: ASSESSOR PARCEL #: v OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA.: $ COPY FEES (S1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban — $ El Medio North Chico Specific _ WATER TENDER FEES $ BATTALION # FEMA $ SMIP $ OTHER RECEIPT NUMBER(S) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP041705 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/22/2004 APN: 027-230-082-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 31 DAGORRET LN PAL Date: Contractor: Map Index: Description: NSF (264) GAR(696) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TUCKER GARY R 8r CHRISTINE E 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 1725 GRIZZLY MOUNTAIN DR the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or SOUTH LAKE TAHOE, CA she is exempt therefrom and the basis for the alleged exemption. Any 96150 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1 s owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: TUCKER GARY R &CHRISTINE E owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code Date:ai,2272�wner: WORKERS' COMPENSATI N DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ZI I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 960 S. F. Policy #: Pr I certify that in the performance of the work for which this permit is Valuation: $33,864.00 issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply withh those provisions. Date: Applicant: WARNING: Faito secure workers' compensation coverage is unlawful, and shallll subject an employer to criminal penalties and on n hundred hundred thousand dollars ($100,000), in addition to the cost of /,�%[ compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable'provisiohs of the Butte Cnunty Coda anrVOr - I hereby affirm that there is a construction lending agency for the Resolutionioo do work indica a ove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) lalhM Name: By: Date: Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: ��/L�jSignature: v� Date: "wrier ❑ Contractor 0 Agent for Owner 13 Agent for Contractor �VT�'�.� BUTTE COUNTY PERMIT oo DEPARTMENT OF DEVELOPMENT SERVICES NO. °° BUILDING PERMIT APPLICATION 04-1 1 "705 ° _ ° AND SUBMITTAL REQUIREMENTS BP C � �_es 24 HOUR INSPECTION#: OROVELLE: (530) 538-7636 CHICO: (530) 891-2834 u N OFFICE #: (530) 538-7541 BIN # Co Zy A FEE WILL BE REQUIRED AT TIME OF APPLICATION -1 APPLICANT NAME OWNER Name 042 GVi 1'r �; �vGJce�z Address City State City V L e State Zip Phone E-mail Fax E-mail Class APPLICANT NAME CONTRACTOR Name Address 2 d Address City tee, City State State Zip Phone Fax 81Y'6-05—/ Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name Address 2 d Address City tee, City State State Zip Phone Fax 81Y'6-05—/ Fax E-mail Planner State License Number APPLICANT NAME Name 'f �S�GJ«v Y, Address 2 d A rLP g'e4 City tee, es State Occ. Phone 9941-500 Subdivision Name Map Fax 81Y'6-05—/ E-mail C> &,v-7T— Lot # APPLICANT SIGNATURE X For office use onI Zoning SRA Flood Zone Sheriff SRA es No Occ. Typ6 Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# 0r Property Address Ocr r-eT Cross Street tl WORKER'S COMPENSATION Policy Number Carrier Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �J Sq. Footagea� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: 9.3. "131dg SRA Receipt #::p" I t/ r% Sheriff / (. r �'9Cv20 SMIP Other Date: I I / i aP �26 •'Yr Total I KAFORMS\BUILDING F0RMS\131dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamued and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate,'wet-stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING FORMS\BldgApplSUbRgmts.doc Page 2 of 2 REV 4-30-04 N. . ,. .�,� �� � _. � ,�: 'i?•�` -'". ^` ::�::;b;:a�'_:r�:' �::-. r, -� tib,. ' .r y' * �- • - •--r-----� -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: a / . ASSESSOR PARCEL NUMBER t J / 3uy /� Proposed Building Use: f(9 Cl e Counter Technician: Date: Items required in order to apply fora ermit. All boxes MIDST be checked OR marked NA in order to apply. 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. 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 Department in ❑ Chico 9<roville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑J 17. Fire Sprinklers............................................................................................ l18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... ' 0 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of Fore try plan approval jP115id. Sent by: ............. G0F & • 17.04 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check:'a_L� �2� C�- ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 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 Oven to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization ...................................... :..................... :....... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. l0 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. $ &en 38. Other: 39. Other ' - TJ issued Telephone jj�2zc,, and hold for pickup. v I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 6110104 1. Index permit tarplication for"o'num Plan Check Letter 2. Additional items required Contractor, designer, owner, a ata by ❑ phone, ' ❑ mail, IM"counter, by Date: q•12. 0 A - Contractor, designer, owner, was advised of the above data 6y ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: Date: Plans approved by: Date: 'I-k7­04- Structural 7•k7 04 - Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division � - I 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 OWNER7TU&k&r A.P. # Qo� /" PROPROSED BUILDING USE DATE --- Revised Plan Checking Fee.... $ r 1 2. SCHOOL DISTRICT FEES OMJI q (paid at School District Office) (form available after Plan Check) &q. -"i A" `' 3. SHERIFF FEES (paid at Building Division �, ZZ - O Residential............ . X 60.0 — 3$ 41 7,5_1 b 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. 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) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE � �f/_ �j $H9'.�A (paid at Building Division)•l�� , L '7/�' 0& �7 t79 6-11-1-011 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. /- ��'� ZJl7Z% Av� 10. OTHER - / , I t q ZZ vT At time of permit applic tion, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dn a plan checking process. APPLICANT DATE 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) 1. BUILDING PERMIT FEES/ --- Balance Due ..................... 1� S 0 $ ` / 3 . RECEIPT # 4-1 S DATE REC. .9 • ZZ -n --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ r 1 2. SCHOOL DISTRICT FEES OMJI q (paid at School District Office) (form available after Plan Check) &q. -"i A" `' 3. SHERIFF FEES (paid at Building Division �, ZZ - O Residential............ . X 60.0 — 3$ 41 7,5_1 b 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. 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) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE � �f/_ �j $H9'.�A (paid at Building Division)•l�� , L '7/�' 0& �7 t79 6-11-1-011 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. /- ��'� ZJl7Z% Av� 10. OTHER - / , I t q ZZ vT At time of permit applic tion, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dn a plan checking process. APPLICANT DATE 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) O.B.-1 OWNER-BUMDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed,. property improvement: YES A NO ❑ 2. I HAVE 3A HAVE NOT ❑ signed an application for a building pemut for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CON'TRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work NAME: ADDRESS • c; CITY: AGW_&b r -t1 PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work bid I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECIJRMNUllBER:_ DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19532 of the California Health and Safety Code. This veF�f cation must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION Dear Property owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "Owner -builder" you are the responsible party ofrecord on such a Permit. Building permits are not requu,ed to fie signed by property owners unless they are personally performing own work- If your work is be' performed rming their � P by someone other than yomseh; You may Protect Yourself from possible liability if that person applies for the proper Pew 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 apply.number on all permits for which they if you plan to do your own worm with the exception of various trades that you plan to subcontract; you should be aware of the following information for your benefit and protection; 4 If yon employ or otherwise engage any persons other than your immediate family, and the work ('mcluding materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, You nmst register with the State and Federal Govemments as an employer and you are subject to seveial obligations including state and federal income tax withho ecmdy taxes, workers compensation insurance, disability Wig, federal social s + There may be financial rids for � � °OSS' and unempIoymeat compensation contributions. You ifyou do not cagy out these obligations, and these risks are especially serious with respect to woikar's compeaisarion ice. ♦ For more specific information about your obligations under Federal Law, contract the Intemel Revenue Service (and, ifYOU, Wish, the U.S. Small State Law contact fire D Business Administration). For more specific information about your obligations under epmtnew of Benefit Payments and the Division of Industrial Accidents. If the structiae is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or tirotrgh their own employees, without a licensed contractor or subcontractor, only under limited conditions. • A frequent practice of unlicensed persons prof ssing to be contractors is to secure an "owner builder" building Pew, wonwuslY impbbg that the property, owner is providing his or her own labor and materialers permits are not required to be signed by property owners unless they are performing their own work orally. Building Inf conation about licensed f actors maybe obtained P O ' community or at 1020 N Sireet SacramezJto, CA. 95814. the Contractors State License Board m your Please complete the "Owner Builder Verification" on the reverse side of this foray so that we can confirm that you are aware of these matters. The building permit will not be issued mitt the verification is retumed. Ivy 1 C. Vi C.B.O. , Building Inspection NOTz T7cis Owner-Bur7der'WomuWon Is required by Section 19830 ofthe California Health mrd Safety Code FRO!i�,: Evergreen Development -Design FAX NO. 530 894 5051 J hR---� 204—�058�20 Recorded I REC FEE 7.00 Official Records I CONFORM 1.00 AND WHEN RECORAED MAIL TO: County Of I BUTTE I Re BUTTE COInVW BUILDING DIVISION CANDARJ. GRUBBS 1 Recorder I 7 COVNTV CENTER DRIVE ROSEMARY DICKSON 1 OROVILLE,CA95965 Assistant I Jason 09:01AM 23 -Sep -2004 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building l permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents ofthis 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. Bdit County has established agricultural purposes and residents within said zones and on adjacent property sbould 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: Da f7 - a3 d 8 a. Lof 2, in block I3� cls shown on -�Ove ce 0124 n o/u4 Cc � � icLr �g uJA5 ',e eecve ed 06 /e oe,b� o f- ✓%Jeno -� d F'� e she &CC',s/ �/i� a � c,/47cvty �� /t�''l� /?) b00% pF i?�AO�i 47- ?ay e 27 Date 4' 22.6AI PROPERTY OWNERS: ` State of Calif rnia County of On before me, personally appeal d plNG E, dy wwmvto•me(or proved to me on the basis of satisfactory evidence) to be the person whose name(4dd bscribed to the within instrument and admowledged to roe that hoEsWthey executed the same ink/their authorized capacity(iesN and that by ltbeir signature(s) on the instrument, the person(s)or the entity upon behalf of which the persons) executed the instrument. wrrNEss y a tial JUDITH M. WILLIAMS� O COMM. # 1344684 Signature Seal: NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY 0 COMM. EXP. MARCH 23, 2006' AP. # %o' D��. - F"QM Evergreen Development -Design FAX NO. S? COPY of Document Recorded. - 23 -Sep -2004- 2004-0058720 Has not been compared with original AND WHEN ItYCO"F-D MAIL To: BUTTE COUNTY RECORDER BUTTE COUNTY RUI.LDING DIVISION 7 COUNTY CENTER DRIVE OROVELLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26r8 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 ofthis 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. Btdte 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,2 /7 Lof z, in block 13� as shvu, n on o2ve� jn r � Arno/ui C'oJoIy �i �hIC/ mAlb uJ aee� d/- de fe�_Ae-f. o �,M6? C'o .4y o F6�� s1* dF C'�/tea 14J d of /;9AA57/ 47 I -,Day e az J Date PROPERTY OWNERS: State calif Min County of On a -;i, �.P,�- a©ov before me, personally appeared K� 1_1 �C(CC—,�.. (�M/� LS p� iy L- G, '7UC-1--UfC rtersonany known-to-me(or proved tome on the basis of satisfactory evidence) to be the person whose name(,v) se/ re bscribed to the within instrument and acknowledged to me that hobA /they executed the same in-his/taer/their authorized capacity('ies), and that by-his%Wtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) a ted, executed the instrument. WITNESS y d a ffcialseal i , JUDITH MWILLIAMS � COMIA. I1344Gf34 Signature � CLG� Seal: NO(ARYMr I CAIff- NIAG) BLIH CC)UN(Y Q 5P" COMM. EXP. MARCH 23, 2006'{ '=FM& : Evergreen Development -Design FAX NO. : 530 894 5051MUMMJ A 20QD4-0GD58'7292!) AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prim 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 ofthis 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 agriculttual operations including, but not limited to cultivation, plowmg, spraying, pruning, and harvesting which occasionally generate dus4 smoke, noise, and odor. Bine County has established agricultural purposes and residents within said zones and on adjacent property should W 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: ctrl #� 002 r1 - C;Z-3b Loi z, in block 13� as shown' On -f6"+ 1i%%A no/u� �o%� �� Whrcti ��� uJAs 'a2eeo2�e� �h d :� �'.�'� • c,M'u4oel�� X97, in boo Date 4 22 •D PROPERTY OWNERS:. t u.c �h�►ts-t�N,IS- E , 1, State of Calif is County of J� On ��'� �Oy% before me, Rr- .personally appeared t v- t CeyZ- a. C4f1t Z71/v& g5. -7lCLL.l-t fL Del 59"A 1mewwftme(or proved to me on the basis of satisfactory evideace),to be the person f4 whose oameo!!r ' bwdbed to the within instrument and acknowledged to me that hekboVity executed the same infibar/thesr authorized capacity(ies), and that by- ftheir signature(s) ou the W#mmeat, the person(s)-or the entity upon behalf of which the penoa(5 executed the inshvinent. WITNESS y a tial r JUDITH M W I H ifAMS V COMM. 1344684 Signam" Seal: NOTARY PUBIC-CAUFORNIAM BUTTE COUNTY ' Q COMM. EXP. MARCH 23, 2006' AP. Recorded I REC FEE 7.00 Official Records I CONFORM I. Count Y Of AND WHEN R£CORAED MAIL TO: CANDACE J. GRUBBS I BUTTE COUNTY BUILDING DIVISION Recorder I 7 COVMVCEMR DRIVE ROSEMARY DICKSON f OROVILLE, CA 95965 Assistant I Jason 09:01AM 23 -Sep -2004 I page i of 1. AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prim 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 ofthis 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 agriculttual operations including, but not limited to cultivation, plowmg, spraying, pruning, and harvesting which occasionally generate dus4 smoke, noise, and odor. Bine County has established agricultural purposes and residents within said zones and on adjacent property should W 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: ctrl #� 002 r1 - C;Z-3b Loi z, in block 13� as shown' On -f6"+ 1i%%A no/u� �o%� �� Whrcti ��� uJAs 'a2eeo2�e� �h d :� �'.�'� • c,M'u4oel�� X97, in boo Date 4 22 •D PROPERTY OWNERS:. t u.c �h�►ts-t�N,IS- E , 1, State of Calif is County of J� On ��'� �Oy% before me, Rr- .personally appeared t v- t CeyZ- a. C4f1t Z71/v& g5. -7lCLL.l-t fL Del 59"A 1mewwftme(or proved to me on the basis of satisfactory evideace),to be the person f4 whose oameo!!r ' bwdbed to the within instrument and acknowledged to me that hekboVity executed the same infibar/thesr authorized capacity(ies), and that by- ftheir signature(s) ou the W#mmeat, the person(s)-or the entity upon behalf of which the penoa(5 executed the inshvinent. WITNESS y a tial r JUDITH M W I H ifAMS V COMM. 1344684 Signam" Seal: NOTARY PUBIC-CAUFORNIAM BUTTE COUNTY ' Q COMM. EXP. MARCH 23, 2006' AP. OPpsTMeNT p i o o o 0 0 O O \ A� UNI 9 % eClc Wp�� Department C o u n t y i. mlcnael crump, Director f Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: a rd 4,e 57 Win Project Location and/or Parcel Number: b v1 % — _�,– 3 0 -- d By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one .acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 1 Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 July 27, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Re: Plan Review: Address: Dear Mr. Vieira: Tucker Studio/Garage 31 Daggorett County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-1705 . LP2A Job No. 2040015-084 /4-15 627 - 2.3a -GSL Linhart Petersen Powers Associates (LP2A) has completed an initial review of the following documents: Plans: Two (2) revised copies Plan Sheets C1 through A2 (3 total' sheets) Title/Cover Sheet dated July 12, 2004 by Evergreen Development. 2. Title 24 Energy Compliance Documentation: Two (2) copies dated June 08, 2004 by Evergreen Development. - 3. Prefabricated Roof Truss Calculations: Two (2) copies dated June 04, 2004 by Trojan Truss. The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes were used as the basis of our review. Please note there are no further comments. Therefore, we are recommending approval of the above noted items with the added redlines shown on sheets C1 through A2. Enclosed for your use are the above referenced documents bearing the LP2A plan review stamps along with the applicant's response letter. Please let us know if you have any questions. Thank you. Sincerely, LINHART PETERS POWERS SOCIATES Gary Cox I.C.B.O. Plans Examiner GC/MB:ag i Enclosures: r Mike a Plans Examiner Bin 119 fAbutte county 015\butte county 2004\2040015-084-pcf.doc IsLINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 Butte County Department of Development Services �urTF ' YVONNE CHRISTOPHER, DIRECTOR o 0 0 0 0 0 LO 7 County Center Drive 00 o'�'�' ' o Oroville, CA 95965 O (530) 538.7601 Telephone CDUN'�y (530) 538.7785 Facsimile TO: LP2A ' FROM: Scott Rutherford (530) 538-7160 srutherfordebuttecounty.net �. SUBJECT: Plans Transmittal For Review Per. Contract , DATE: 6/22/2004 Applicant: JTdcker, ary Permit 04-1705 Project Type: NSF/Garage APN: 027-230-082 100%0 70% Plan Check Fees $ 858.80 $ 601.16 $ 858.80 $ 601.16 LP2A Fee $ 601.16 r Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations ` Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Combination Roof and Floor Beam[ 2001 California Building Code (91 NDS) ] Ver: 6.00.5 By: SCOTT JACKSON, EVERGREEN DEVELOPMENT on: 06-04-2004 Project' TUCKER - Location: GARAGE _ Summary: r- 5.125�INx 15.0 IN x16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use `--Section-Adequate By. 7.9%' Controlling Factor: Moment of Inertia / Depth Required 14.63 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diaarams 10000 X742 lbs @ 0 ft 5000 Shear (Ibs) 0 -5000 -10000 40000 20000 Moment (ft -Ib) 0 -20000 -40000 -0.5 -0.25 Deflection (in) 0 0.25 0.5 _Q7d7 the rnl 1R Controlling Load Cases: Shear: Critical shear created by combining all dead and live loads. Moment: Critical moment created by combining all dead and live loads. Deflection: Critical deflection created by live loads only. Combination Roof and Floor Beam[ 2001 California Buildinq Code (91 NDS) j Ver: 6.00.5 By: SCOT.T.JACKSON , EVERGREEN DEVELOPMENT on: 06-04-2004 -.09:41:30 AM Protect: TUCKER - Location:. GARAGE _ . �_. Summary: 5.125.IN x_15.0,IN x,.16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use "Section Adequate By:,7.9%--Controlling Factor: Moment of Inertia / Depth Required 14.63 In Deflections: Dead Load: DLD= 0.20 IN Live Load: LLD= 0.49 IN = U388 Total Load: TLD= 0.69 IN = U277 Reactions (Each End). - Live Load: LL-Rxn= 6960 LB Dead Load: DL-Rxn= 2782 LB Total Load: TL-Rxn= 9742 LB Bearinq Lenqth Required (BearBLaly, s2.92)rt capacity not checked): IN Camber Reqd.: C= 0.30 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 X DLD Roof Loadinq: Roof Live Load -Side One: RLL1= 15.0 PSF Roof Dead Load -Side One: RDL1= 11.0 PSF Roof Tributary Width -Side (RTW1= 12.0 FT Roof Live Load -Side Two: RLL2= 15.0 PSF Roof Dead Load -Side Two: RDL2= 11.0 PSF Roof Tributary Width-Side'RTW2= 2.0 FT Roof Duration Factor: Cd -roof= 1.15 Floor Loadinq: Floor Live Load -Side One: FLL1= 55.0 PSF Floor Dead Load -Side One: FDL1= 12.0 PSF Floor Tributary Width -Side FTW1= 12.0 FT Floor Live Load -Side Two: FLL2= 0.0 PSF Floor Dead Load -Side Two: FDL2= 0.0 PSF Floor Tributary Width -Side :FTW2= 0.0 FT Floor Duration Factor: Cd -floor- 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof=- 210 PLF Roof Uniform Dead Load wD-roof= for n185pitch): PLF Floor Uniform Live Load: wL-floor- 660 PLF Floor Uniform Dead LoadwD-floor- 144 PLF Beam Self Weiqht: BSW= 19 PLF Combined Uniform Live Load: wL= 870 PLF Combined Uniform Dead LoadwD= 348 PLF Combined Uniform Total LoadwT= 1218 PLF Controllinq Total Desiqn LwT-cont= 1218 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex=1800000 PSI Ey=1600000 PSI Stress Perpendicular to CFc perp= 650 PSI Bendinq Stress of Comp. FFb_cpr=ensi1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2750 PSI Adjustment Factors: Cd=1.15 CI=1.00 Fv': Fv'= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 38969 FT -LB 8.0 ft from left support Critical moment created by combininq all dead and live loads. Controllinq Shear: V= 8378 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 170.07 IN3 S= 192.19 IN3 Area (Shear): Areq= 57.52 IN2 A= 76.88 IN2 Moment of Inertia (Deflection) I req= 1336.11 IN4 1= 1441.41 IN4 CDF FIRE SAFE REQUIREMENTS 027-230-082 BP -04-1705 Tucker AP# . PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and 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 avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Drivewav Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided 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 4 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] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet, long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical' clearance of 15 feet along its entire length. [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. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 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 the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. 1 CDF FIRE SAFE REQUIREMENTS 027430-082 BP -04-1705 Tucker AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [X] 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 below. [XI 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. Other Requirements ' [ } If Building Setback is 15 to 30 Feet: Class A or B roof r. Enclosed Eaves [ ] 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 side toward property line with insufficient setback Interior automatic 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 s .i 3 y Date Sign re 2 F WG of t Mp I T M MOTT BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. (One. form per Building) C� V I A.- L- e School District Building* Department No. A.P. Number Jurisdiction: city County Property Owner --77e-- Property Location/Address /-",e> 4EE: -T- r4 Subdivision Residential Development No of Living Mobile Home Units Installation Commercial/Industrial = New Addition S� Building Lot No. rY? o ....... . ....................................... a .... ....... ......................... Sq. Footage Addition/ *Supplemental to (Group R) Converiion Permit # *(No fou !!!!!!�r.!nspection) ..................... ..................................... ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identificail'ori No. '0 0 U School District certifies that � � �rov � l l� Qh � y m � , C #� has complied with the requirements of Resolution No. representing square feet. f-1-1 School District Paid by Check # Remarks Sq. Footage (including Exterior Roofed Areas) Date (Applicant) S30 7 - q q a. (Phone Number) (State) (Zip Code) C)'5 by payment of $ Lxe MA mi. 2926 $ FULL MMGATION $ g 1 IQ 3 o q Date N-91, You may protest the Imposition of the fees Identified above by submitting a written protest tothe District. incompliance with Government Code Section 66020(a), within 90 days from the date few are paid. Failure to submit a timely iTtiltan protest will'prohlbit you from challongIng the Imposition of the fees In any court acHm If, subseqwnt to the School District Representative signing this Butte County Schools Impact Fee Certification Fonri6 the School District Is rrotlltad by the applicable Local Planning Agency that this project Is being reviewed under the Callfornlie Environmantel OLielity Act (CEQA). this nmy be subject to addittl"I school fen to fully n0gate.lis Impact on the school dhfticft schools.. White (applicant), Yellow (building department), Pink (school district) feeform.xis 410/03)dmm ,' � :,. .... ... .. ., ,. -.*.. f3J r,.w-=a .4a e�.n�x4�7 }v ?q^-k.�rsi ,'Gr, �, a ,.F i t ,rr•w;:P.-: w•a3^''Srr °'S �n-.��-e, E. H. USE'CNLY Piot Pian Attached � Floor Plan Attnchad t,. Sent to G.D. /f TO: FROM: .SUBJECT: Building Department Environmental Health Sanitation Clearance (� r! � � :.� � /'rte-. �,�_ �.� �•= � �' c_ � � � � rm �'r-� �„� � r Owner Location Plan Approved for: Sewage Disposal Water Supply: Public Clearance for dwelling. OtherI n Hold final for: Final clearance O.K. for: NOTE: 1 I amental Health AP# Private Well i' f alist Date x ,j) `�t+e {•.'1•�'t4iEy ��?. �� �,�;, <�'t.r.T°';,�7i'�i�..... , y:.r^j�-.'�.. 4 L -H. USE -ONLY Piot Fs®n Aatechcd ✓ A e� Roos Man AlUchad��%}y Sam to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: , `Public Private Wei1 +/ Clearance for dwelling. Other 7 APPROVED 91offA Cnjinty C EI: BUTTE -COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: Phone: 530 - 5Z -7 "N ZO Mailing Address: 117-5 _G r.: ZS3 lin M4 - T E -Mail address Assessor's Parcel Number. 02-1 - Z30 Reason you believe you qualify for the unusual circumstances exception: A 4J*A4 i4.1s =.o 1w- vw%44- kttt Owner or Authorized Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ...................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) ❑ Exception Recommended ❑ Exception NOT Recommended itions/Specific setbacks from adjacent i 5 I. vt i ) Ai s<,,a l P MINISTERIAL PERMITS (Building) W Exception Granted with the following conditions: operations: 5 G V Agricultural Department .Signature: Date: oq- 7 SITE PLAN REVIEW APPLICATION Date: g ~ l "l ` %�D� AP# O 2--7:— 2 TO 0 2 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: °"" 7G 7 Owners Name: Tkcrs } Owners Address: n►1T Telephone No.: Situs Address: 'Proposed Use: VU 30 q' T5710 ' (serif Tt4rao, Residential, . 09 -New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ .Multi -family ' Non-residential ❑ New Commercial ❑ Commercial Addition -New Industrial ❑ Industrial Addition Other ❑ 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 C DEVELOPMENT SERVICES INFORMATION (For Staff Use) , Approved ❑ Coriditionally Approved ❑Resolve Problems Prior to Approval Sit lan Sta ed -Approved By �� Date GU - t �6U Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) C(-tf SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: k • Flood Panel No.: 10 2S -D Index Date: L(— 2v' ?,000 ❑ 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 ❑ Minor Variance ❑ Variance -------=---------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ® CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �t Side' Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ® CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads , ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area —'Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------- =--------------------------------------------------------------------------------------- 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 El 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 k"-"tOL-raf bK 3 � ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. 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 the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. IN] Page 4 of 5 sf ` ❑ — Summary of Specific Requirements: This information provided in.tWs summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 , i I I I 1 PGE TRANSFORMERI I I `0EfI 0 1 I 1 1 WELL I I 1 UMP HOUSE / \ � I 1 \ W/. MAIN 200 I 17 AMP SERVICE 1 10 Ft MIN \ SEPERATION I 1 I I 1 I 1 1 1 I I I I I I 1 I 1 1 f 1 I -Q r wr- 4 I I 1 1 1 I ' I 1 I I I I lea I r -- - - - - - -. y oo I V MIN: POOL 1 I , I t • � I 1 5 FT po�� 20 Ft LL 1 I 1 I I. • � I 1 ® I • :I I P.1�. roroO Ft I -------------------------------------- 5 FT 585 l PCE TRANSFORMER! F � \ I \°O �� 1 I WELL4I 1 1 UMP HOUSE W/ MAIN 200 / AMP SERVICE MIN IN i POOL 1 � I i i 5 FT P.L. 660 FT ------------ :/L ELIZABETH WAY 250 FT , , I OI I I I ! I I I _ _ tl uj ® ®� w^_ c: f� I 250 FT , , I OI I I I ! I I I _ _ tl 24'-O" A O O 4 l� �v 3 m� b N F� N - U � ■ 24'-O" A O O I dG� 61-0" X 41-011 EVER6REEN Z)EVELq�' .=Nr 77,MO FROM : Evergreen Development -Design FAX NO. : 530 894 5051 Jun. 14 2004 02:18PM P3 W O BUTTE COUNTY SEP 2 8 2004 0���� COUNl SEP 27 20W g U"TT E COUNTY DEVELOrMENT SERVICES G,p�cUL iUR���Q AGRICULTURAL BUFFER STANCES REQUEST AND/OR UNUSUAL CIRCUM Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This niar may dimension is based on environment fy unusual circumstances where the buffer cannot be et on exit ng parcels.Thissessments and studies. The This exceptlon is i nott1 available for lots being created. divided or subd'rnded. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 ---- Phone: _S'�D •� �7'�� • � '2D , Name: • Mailing Address: /j E -Mail address / Assessor's Parcel Number: 0 Permit No. Reason you believe you qualify for the unusual circumstances exception: Owner orized Agent's signature -a Date Z - A .S eLCA-f", -IU19 UNUSUAL C1R MSTANCESFiNITION: revement An exceptional or extraordinary condition wherethe existing lot size or shape or an extsttnq imp (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. BRE o+ ♦� Rs±nUiREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ................................................... ................. ..... .. .......... internaI.Dept Contact info: ' p sumns O other I3 Env. Heam 13 Pianni g Phone: Contact Person: ELOPMENT SERVICES FORWARD THIS FORM TO LARRY IN DEVFOR PROCESSING ..mtssioner office.use only: •. (to be completed atter submittal ............................... .............. For A�riculturat Cem MINISTERIAL PERMITS i3uildin ETI DISC ONARY PERMITS Piannin F�cception Grinted with the co Recommended following conditions: Exception NOT Recommended Reason/Conditions/Specific setbacks from adjacent agricultural Agricultural Department Signature: iI p f3'j� n 1 U Cpm - Date: 01 /Z X/ 7/iM3 ABBREVIATIONS A.B. ANCHOR BOLT GYP. GYPSUM A.F.F. ABOVE FINISH FLOOR G.I. GALVINIZED IRON SLK BLOCK GAL GALLON BM BEAM N.F. HEM FIR B.P. BOTTOM PLATE H.G. HOLLOW CORE BRD BOARD H B HOSE BIB BTTM BOTTOM HCAP HANDICAP CLG CEILING INSUL INSULATION CLR CLEAR MECO MECHANICAL CONC CONCRETE MAX MAXIMUM +� 12"o.c. F1eTd Unl•w Otherwlw Noted on PI&* and/or D•talls MIN MINIMUM CONT CONTINUOUS N/A SQ D.F. DOUGLAS FIR O.G. ON CENTER PLY PLYWOOD DP DEEP (E) EXISTING m PAIR EX. EXISTING RW REDWOOD E.N. EDGE NAIL RS ROUGH SAWN EWWM ELECTRIC WELDED WIRE MESH SC SOLID CORE ELEC ELECTRIC STL STEEL F.F. FINISH FLOOR T.P. TOP PLATE T.N. TOE NAIL FOB FACE OF BEAM FOC FACE OF CONCRETE T t B TOP AND BOTTOM FOM FACE OF MASONRY U.N.O. UNLESS NOTED OTHERWISE FOP FACE OF POST W/ WITH FOS FACE OF STUD WD WOOD_ F.H. FIRE HYDRANT WH WATER HEATER F.X. FIRE EXTINGUISHER W.I. WROUGHT IRON F.G. FINISH GRADE • AT FIN FINISH F.N. FACE NAIL FTG. FOOTING APPLiCA5LE CODES TO THiS PROJECT: 2001 CBC, CMG, CPC, CEG, AND AMENDED AS PER 5UTTE COUNTY REGULATIONSI. NAILING SCHEDULE (TYP.) CONNECTION MIN, NAiLING Joist to Sill (Toe Nail)-, 3-8 Brid ing to Joist (Toe Nail) -Plate 2-8d Each End Sole to Joist or 13locking 16d * 16"o.c. Face Nail Top Plate to Stud 2-16d End Nail Stud to Sole Plate 44d Toe Nails or 2-16d, end nail Double Studs 16d 0 24"o,c. Face Nail Double Top Plate '6d 0 16"o.c. Face Naail Top Plate: Lap 4 Intersection 2-16d Face Nail Ceiling Joist to Plate 3-8d Toe Nails Ceiling Joist Lap over Partition —3-16d Face Nail Ceiling Joist to Parallel Rafter 3-16d Face Nail Rafter to Plate 3-Sd Toe Nails 1x $race to Each Stud and Plate –2-8d Face Nail Built-up Corner Studs 16d 0 24"o.c. Roof Sheating ad a 6"o.c. Edge d + 12"o.c. Field Floor Sheating ad a 6"o.c. Edge Sd 0 12"o.c. F1eTd Wall Sheating Sd + 6110.c. Edge ad +� 12"o.c. F1eTd Unl•w Otherwlw Noted on PI&* and/or D•talls r GENERAL NOTES THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL REVIEW THE PLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WiTH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED BIDS WILL BE ACCORDiNGs TO THE REVIEW. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT 2001 CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS IS AND SHALL BE THE CONTRACTOR'S AND ALL SUB CONTRACTOR'S RESPONSIBILITY. P.L. ro&O FT 1 I I 5 FT 5815 I 1 I ( I PCE TRANSFORMER, I� \O I L WELL I M 1 UMP HOUSE W/ MAIN 200 \ AMP SERVICE / I 1 I I 1 I 1 of 1 1 I I 1 SEPERATiON i �--- IN,�- 1I 0 (y– NO I I I I 1 I I 1 I 1 1 I I I I I 1 I 1 I I I I I I 1 I b i IE: 11i V L: IT, 0 1 01 01 CIL1 I 1 1 ^I If I I I I 1 I iiFF�� I I I I I 1 I 1 I OCCUPANCY GROUP(S): R -3/U-1 TYPE OF CONSTRUCTION: V -N STORIES: ONE BUILDING AREA (eq ft): AREA: BASEMENT N/A SQ FT MAiN FLOOR 264 SQ �T TOTAL ,OCCUPIED 264 SQ FT GARAGE 696 SQ FT REAR DECK N/A SQ FT SIDE PATIO N/A SQ FT COV D $REEZWAY N/A SQ FT ENVIRO HEALTH SEPTIC 5 FT MIN e i 303 I=T I (O ua° \ I R M ,4N�1' STRUCTURE STUDIO TO COX LANE C/L ELIZABETH WAY LOT REVISIONS I BY ptember 22, 1004 'tom 'tel Q w � rV 02:54 PM S.pimff b.Ir 22, 2004 SCALE. 1/4" DRAWN: DSJ JOB: SHEET C1 OF SHEETS AeSREVIATiONS APPLiCABLE CODES TO THIS PROJECT: 2001 GBG, CMC, CPC, CF -C, AND AMENDED AS PER BUTTE COUNTY REGULATIONS, NAILING SCHEDULE (TYP,) CONNECTION MIN, NAILING Joist to Sill (Toe Nall) GYP. GYPSUM A.B. ANCHOR BOLT Top Plate to Stud 2-16d End Nail Stud to Sole Plate 4-Sd Toe Nails or 2-16d, and nail 6.1. GALVINIZED IRON A.F.F. ABOVE FINISH FLOOR Top Plate: Lap 4 Intersection 2-16d Face Nail Gelling Joist to Plate 3-8d Toe Nails GAL GALLON BLK BLOCK Rafter to Plate 3-8d Toe Nails Ix Brace to Each Stud and Plate -2-8d Face Nail H.F. HEM FIR BM BEAM d 0 12"o.c, Field Floor Sheating ad a 6"o.c. Edge W.C. HOLLOW CORE B.P. BOTTOM PLATE Sd +� 12"o,c, FieTd • Unle" Othemulse Noted on Plan. and/or Detalls H B HOSE BIB BRD BOARD x�r HCAP HANDICAP BTTM BOTTOM 4 U.l zv O INSUL INSULATION CLG CEILING -4 l MECH MECHANICAL CLR CLEAR MAX MAXIMUM CONC CONCRETE Se"mber 22, 2004 SCALE: 1/4" =1O -Q MIN MINIMUM CONT CONTINUOUS O.C. ON CENTER D.F. DOUGLAS FIR PLY PLYWOOD DP DEEP PR. PAIR !FJ EXISTING RW REDWOOD EX. EXISTING RS ROUGH SAWN E.N. EDGE NAIL SC SOLID CORE EWWM ELECTRIC WELDED WIRE MESH STL STEEL ELEC ELECTRIC T.P. TOP PLATE F.F. FINISH FLOOR T.N. TOE NAIL FOB FACE OF BEAM T t B TOP AND BOTTOM FOG FACE OF CONCRETE U.N.O. UNLESS NOTED OTHERWISE FOM FACE OF MASONRY W/ WITH FOP FACE OF POST WD WOOD FOS FACE OF STUD W14 WATER HEATER F.H. FIRE HYDRANT W.I. WROUGHT IRON F.X. FIRE EXTINGUISHER + AT F.G. FINISH GRADE FIN FINISH F.N. FACE NAIL FTG. FOOTING APPLiCABLE CODES TO THIS PROJECT: 2001 GBG, CMC, CPC, CF -C, AND AMENDED AS PER BUTTE COUNTY REGULATIONS, NAILING SCHEDULE (TYP,) CONNECTION MIN, NAILING Joist to Sill (Toe Nall) -3 Brid ing to Joist (Toe Natl) 2-Sd Each End Sole -Plate to Joist or Blocking --16d a 16"o,c, Face Nail Top Plate to Stud 2-16d End Nail Stud to Sole Plate 4-Sd Toe Nails or 2-16d, and nail Double Studs 16d * 24"o.c, Face ?Nail Double Top Plate '6d * 16"o,c. Face tNail Top Plate: Lap 4 Intersection 2-16d Face Nail Gelling Joist to Plate 3-8d Toe Nails Ceiling Joist Lap over Partition -3-16d Face Nail Ceiling Joist to Parallel Rafter 3-16d Face Nail Rafter to Plate 3-8d Toe Nails Ix Brace to Each Stud and Plate -2-8d Face Nail Built-up Corner Studs 16d * 24"o,c. Roof Sheating ad a 6"o,c. Edge d 0 12"o.c, Field Floor Sheating ad a 6"o.c. Edge ad + 12"o.c. FieTd Wall Sheating Sd a 6"o,c. Ed Sd +� 12"o,c, FieTd • Unle" Othemulse Noted on Plan. and/or Detalls GENERAL NOTES THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL REVIEW THE PLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WiTH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION, SUBMITTED BIDS WILL BE ACCORDiNGs TO THE REVIEW. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT 2001 CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. SAFETY, CARE OF ADJACENT PROPERTIES DURiNG CONSTRUCTION AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATiONS 18 AND SHALL BE THE CONTRACTOR'S AND ALL SUB CONTRACTOR'S RESPONSIBILITY. OCCUPANCY GROUP(s): BY September 22, 2004 TYPE OF CONSTRUCTION: V -N STORIES: ONE BUILDING AREA (sq ft): AREA: BASEMENT N/A SQ FT MAiN FLOOR 264 SQ FT TOTAL OCCUPIED 264 - � SG2 SFT GARAGE &a& SQ FT REAR DECK - N/A SQ FT SIDE PATIO N/A SQ FT COV'D BREEZUJAY N/A SQ FT P,L, 660 FT 5 FT eS5 II I II I I II I I I I I II I I ,I I I I II I I PCE TRANSFORMERI II I I I I \0° � I I I WELL I I II I 1 I (I 4UMP HOUSE W/ MAIN 200 I I I I AMP SERV ICE I I II I 1 I 10 FT MIN / T7j I k 'j,� `V rL i I -i i ITT: IT, I i tT I I I I I I I I I I I I I I \ I 1 I 1 1 1 1 1 1 1 I I II, FT 303 I � 1 I I NVIRO HEALTH SEPTIC 5 FT MIN \N' �; I I I I I FR6 i ANY STRUCTURE o� I I T STUDIO -N\. \ _ II I i �.- - - - - - cis �uzaser� war - - - - - --- --- -- TO COX LANE PHOT REVIISIONS BY September 22, 2004 qj N tww' tU 02:54 PM x�r tu aC 4 U.l zv O Q -4 l O Q M Se"mber 22, 2004 SCALE: 1/4" =1O -Q DRAWN: DSJ JOB: SHEET C1 I OF SHEETS ABIBREY I AT i ONS A.B. ANCHOR BOLT GYP. GYPSUM Each End Sole late to Joist or Blocking -16d * 16"o.c. Face Nall G.I. GALVINIZED IRON A.F.F. ABOVE FINISH FLOOR Double Studs trod * 24"o,c. Face Nall BLK BLOCK GAL GALLON Ceiling Joist to Plate 3-8d Toe Nails H.F. HEM FIR BM BEAM Rafter to Plate 3-8d Toe Nails 1x Brace to Each Stud and Plate –2-8d Face Nail H.C. HOLLOW CORE B.P. BOTTOM PLATE ad 0 12"o,c, Field Floor Sheating ad 0 6"o.c. Ed 1-15 HOSE BIB BRD BOARD ad -0 12"o,c, FieTd • We" Otherwise Noted on Pura and/or Detathe SiDE PATIO HCAP HANDICAP BTTM BOTTOM N/A SQ FT INSUL INSULATION CLG CEILING S"Mbser 22, 2004 SCALE: 1/4" MECO MECHANICAL CLR CLEAR MAX MAXIMUM CONG CONCRETE MIN MINIMUM CONT CONTINUOUS O.G. ON CENTER D.F. DOUGLAS FIR PLY PLYWOOD OP DEEP PR. PAIR (E) EXISTING RW REDWOOD EX. EXISTING Rb ROUGH SAWN E.N. EDGE NAIL EWWM ELECTRIC WELDED WIRE MESH SC SOLID GORE STL STEEL ELEG ELECTRIC T.P. TOP PLATE F.F. FINISH FLOOR T.N. TOE NAIL FOB FACE OF BEAM FOC FACE OF CONCRETE T t B TOP AND BOTTOM U.N.O. UNLESS NOTED OTHERWISE FOM FACE OF MASONRY FOP FACE OF POST W/ WITH FOS FACE OF STUD WD WOOD WH WATER HEATER F.N. FIRE HYDRANT W.I. WROUGHT IRON F.X. FIRE EXTINGUISHER F.G. FINISH GRADE • AT FIN FINISH F.N. FACE NAIL FTG. FOOTING APPLICABLE CODES TO THIS PROJECT: 2001 C5C, CMC, CPC, CEC, AND AMENDED AS PER BUTTE COUNTY REGULATIONS" NAILING: SCHEDULE (TYP.) CONNECTION MIN. NAILING: Joist to 5111 (toe Nall) 3-8 Brfdcitrg to Joist (Toe Nall) -2-8d Each End Sole late to Joist or Blocking -16d * 16"o.c. Face Nall Top Plate to Stud 2 -trod End Nail Stud to Sole Plate 4-8d Toe Nails or 2-16d, and nail Double Studs trod * 24"o,c. Face Nall Double Top Plate '6d 0 16"o,c. Face Nail Top Plate: Lap 4 Intersection 2-16d Face Nail Ceiling Joist to Plate 3-8d Toe Nails Ceiling Joist Lap over Partition —3-16d Face Nall Ceiling Joist to Parallel Rafter 3-16d Face Nall Rafter to Plate 3-8d Toe Nails 1x Brace to Each Stud and Plate –2-8d Face Nail Built-up Corner Studs 16d 0 24"o.c. Roof Sheating 8d 0 6"o,c, Edge ad 0 12"o,c, Field Floor Sheating ad 0 6"o.c. Ed Sid 0 12"o.c, FleTd Wall Sheating ad * 6110.c. Edge ad -0 12"o,c, FieTd • We" Otherwise Noted on Pura and/or Detathe GENERAL NOTES THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL REVIEW THE PLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WITH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED BIDS WILL BE ACCORDING TO THE REVIEW. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT 2001 CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS 15 AND SHALL BE THE CONTRACTOR'S AND ALL SUB CONTRACTOR'S RESPONSIBILITY. P.L. 660 FT ----------------------------------------------------------------------------- 5 FT IBSB II I .I I II I I I II I II I .I I I PGCE TRANSFORMERI / \ I O L i L4WELL I I I I UMP HOUSE \ \ W/ MAiN 200 AMP SERVICE 10 FT MIN / SEPERATION / 1-L-� . II � � I QL'I I 'I II I I 'I II OCCUPANCY GROUP(S): R-3/11-1 September TYPE OF CONSTRUCTION: V -N STORIES: ONE BUILDING: AREA (eq ft): 0 � AREA: fit BASEMENT N/A SQ FT MAiN FLOOR 264 SQ FT TOTAL OCCUPIED 264 SQ FT ill �.l REAR DECK N/A SQ FT SiDE PATIO N/A SQ FT COV'D BREEZWAY N/A SQ FT Q M S"Mbser 22, 2004 TO COX LANE P.L. 660 FT C/L ELIZAIBETH WAY PLOT REVISIONS BY September 22, 2.004 0 � fit lu 02:54 PM ill �.l 4 tu 14 Q M S"Mbser 22, 2004 SCALE: 1/4" =10 -0 DRAWN: DSJ JOB= SWEET C1 OF SHEETS