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Home My WebLink About026-230-021l . 1 7- A -P . `26-23-21 CLYDWe 7961 Railroa e .� (,/ Y P6rmit-1779=73B,P� IDD (reroof & re -sheet rock ) AP .126B23_ -21 { ed -7.1�.-1 DOBIS, Robert �I c�ln 7961 Railroad—Ave.--ue-, P Lermo Permit ## 1983 , (retnodel) 26-23-21 Permit: # 395.1,,76B,F;E;M(add Bedr66, sewing ro mr& stol,ag/room/SF) 026-230-021 k, j ;, '}� ' ;' j0 867 DOBIS; RbBERT�w# �� ,'ti �•' .i 7961 RAILtROAD`'AVE;lORO LEp Cont 'OWNER "r�� lex R' .DEMO:EX PORCH &'REPLA, B07-2228 026-230-021 MISCELLANEOUS Private Garage/Shop GARAGE/S'TORAGE(1232), COV[3an�-- 7961 RAILROAD AVE DOBIS, ROBERT H. I 0 f : t t I 0 SOON WMOR am BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 7961 RAILROAD AVE Owner: Permit NO: B07-2228 APN: 026-230-021 . DOBIS, ROBERT H. Issued Date: 12/12/2007 By KCG Permit type: MISCELLANEOUS 7961 RAILROAD AVE Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 12/11/2008 Description: GARAGE/STORAGE(1232), COV(34 (530) 533-8374 Occupancy: Zoning: AR -5 Contractor Applicant: Square Footage: DOBIS, ROBERT H. Building Garage RemdUAddn 7961 RAILROAD AVE 1,232 OROVILLE, CA 95966 Other Porch/Patio Total (530)533-8374 340 1,572 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $303.55 DBMSC Garage/Shop/Strge Wood F $455.32 DBOMSCF FEMA Flood Zone Review $115.98 DBSMIP Residential $3.50 Total Charged: $954.05 Fees Paid: $954.05 Balance Due: $0.00 Receipt No: B5605 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 12/12/2007 the applicant to a civil penalty of not more than five hundred dollars ($500); check one of the following: Contractor's Signature Date �Please I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE (4[ COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not a competed if the permit is or one hundred ($100) or less.) 1 AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Co tion laws of California, and agree that if I should become subject to the workers' 12/12/2007 mpensat n provisions of Section 3700 of the La Code, I shall forthwith comply with those Owner's Signature Date provision 12/12/2007 V*)W�n 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 Stale laws relating to building Signature Date WARNING: FAILURE TO:ECU KERS' 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 EMPW AND SHALL SUBJECT AN EMPLO R TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS 5100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND occupancy of any side alk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. operty for inspection purposes. I hereby certify that I am the Coun t enter the bMeonAe pro o nerd propertyowner'sbehaLf. E)U jS 12/12/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for o ermitt a N] 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 Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Ne S t Name Maili `Abddr sax g City.F `e VSO State . T Zip s- / U 4 Phone V �o 5-3.5'5-3.5'-U 5 7� Fax E-mail r�' APPLICANT SI PROJECT LOCATION AP# D2-6— 2.30 -- OL( Property Address kk I city Or PERMIT NO. BIN WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. l s Q Sq FT- Living k Garage3 Open Cov 0 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use onl : CONTRACTOR Name ., .A— t�L� Address 'V( to— City State Zip Phone Fax E-mail Lic. # Class r�' APPLICANT SI PROJECT LOCATION AP# D2-6— 2.30 -- OL( Property Address kk I city Or PERMIT NO. BIN WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. l s Q Sq FT- Living k Garage3 Open Cov 0 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use onl : ARCHITECTIENGINEER Name ` Address 'V( to— City State Zip Phone Fax E-mail State License Number r�' APPLICANT SI PROJECT LOCATION AP# D2-6— 2.30 -- OL( Property Address kk I city Or PERMIT NO. BIN WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. l s Q Sq FT- Living k Garage3 Open Cov 0 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use onl : APPLICANT INFORMATION Name ` Address 'V( to— city State Zip Phone Fax E-mail r�' APPLICANT SI PROJECT LOCATION AP# D2-6— 2.30 -- OL( Property Address kk I city Or PERMIT NO. BIN WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. l s Q Sq FT- Living k Garage3 Open Cov 0 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use onl : Zoning Flood Zone SRA I Yes No Occ. Type Const. V -W J BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2228 Job Address: 7961 RAILROAD AVE Contractor: Printed: 10/29/2007 9:57 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee DBOMSCF FEMA Flood Zone Review 0021-540013-4614901-1010 $75.70 10/29/2007 $75.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $115.98 10/29/2007 $115.98 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $455.32 DBSMIP Residential 0010-440001-4210500-1010 $303.55 10/29/2007 $303.55 1001-0-280-1011298 $3.50 Printed By: Kourtni Graham 954.05 $495.23 Balance Due: $458.82 Atthe time 't application, I was a ised the above fees are required prior to issuance of the permit. ese fees ay r t e Ian checking process. Signatu Date: 10/29/2007 Pursuant to Government code Sectiony3602'0, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds O O 0 0 0 �ltc S National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2228 Location: 7961 RAILROAD AVE Parcel Number: 026-230-021 Owner Name: DOBIS, ROBERT H. Description: GARAGE/STORAGE(1232), COV(340) Date: 10/29/2007 By: KCG Sub Type: Private Garage/Shop Phone: (530)533-8374 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. FILE Date: 10/29/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2228 Location: 7961 RAILROAD AVE Parcel Number: 026-230-021 Owner Name: DOBIS, ROBERT H. Description: GARAGE RAGI Signature of Applicant: FILE Date: 10/29/2007 Phone: (530) 533-8374 Date: 10/29/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. 1 For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. ``S" R NO) 2. I VE 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: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: GARAGE/STORAGE(1232), COV(340) Reference Number: B07-2228 Applicant Name: DOBIS, ROBERT H. Owner's Name: DOBIS, OBERT AP # : 026-230-021 Signature of Property Owner: Date: 10 - 2_q - a .E FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under building permit application number: Assessor Parcel Number: atthelocationof 79�( Rask-ogj av&- Orr, a o26 -Z30- OZI for E (),,6i -q. for the construction of an addition does not equal or exceed the definition of "Substantial Improvement '" I am aware the building site is in a flood - plain area, even though I am not required to comply with the flood plain management criteria. Property Owner:-L,�-} H pp, Address:—, • •• a i_ -`xi PhoneNumber: S v' O- 5 3 3- K 3% U Date: ' Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure, the cost equals or exceeds 50% of the market value of the structure either, (a) before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate cost. N DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone (530)538-7541 Substantial Improvement Worksheet for Projects within FEMA Floodplain Existing Building: APN: DATE: OZ6-7-50-62-1 USE AREA SF -VALUE _ TOTAL -3 x /525 X 6 5..00 'eh61, X x 13.o 0 �y, X l 73 X /3,10 X X X X X x X X Existing Structure Value (E Proposed Addition -Remodel cfivEo /Sr— Farr C -X1 Sr1 A)6 r -e ItA)z } rt USE AREA SF -VALUE TOTAL X 7 7 z x X X = X X = X X = X X = X X = Remodel Contract: IImprovements Value (IV): Improvement Percentage = IV ESV 38•C, If improvement percentage equals or exceeds 40 %, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new Improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. z boats 14" ps i �i R;L- cm � � 1 �/z s _ G. 3 _s�ys3) 1 MAJAY- � b :s;7 (/',, yr y S BUTTE, COUNT Y OCT Z 9 2007 o�T7o.us DEVELOPMENT � yx � -"'-Z 6-F 1 v` F—rj5-� <E� Z SERVICES Lyl Z3 0 V v w r Q d 1 V W v LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 * (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: ROBERT DOBIS Job No- Dobis Addition Address: .•. C -20E (Rev. 3/03) Railroad Ave Oroville, CA ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254 -0204- 91;V C-1) c0 O yy+ p o -D D C -G E N CD Q (D Q d O c a g a a - D N Z w 0 c O D O c 0 w L� E0, 0 E 0 EXISTING HOUSE May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary.. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. VV0FESSfp NG y� ``p NO. 049919 .� Redongj Director of F 86 Western Operations RY/ek Ix4 CONT BRACE AT BRACE MEM3ERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE 1^V 2-8d NAILS GABLE END STUD 2x4 HF 5TROWBAGK MAIL TO LEDGER W! IOd o 12' OLJ — 2x4 HF LEDGER MAIL TO VERTICAL W/ 10d - NAILS) A �--A35 BRACE TO FLAT �H-3 AT 48' OL. NOTE: THIS DETAIL MAY BE USED FOR TfW-c6B WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING= USE (3) - 2' WIRE STAPLES (O.Oi2 DIA./15 GAJ TOENAILED Tull CHORD INTO WEB t THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) ! NO MUST BE PLATED. !°114ii,_ 'tel vcY CL A.t% 3-IOd NAILS EACH END 6-IOd COMMON 2x6 DIAGONAL NAILS BRACE o 4$' OL. 0 MAX IR6RAGED LENGTH OF GABLE END STUD. (2x4 FIR -LARCH) - STANDARD = 5'-11' - MI AND BTR = l'-9' IV LL —Kofl/ r7 - TO DL 15.0 P5F NOTE: GABLE END DESIGN BASED BG DL PSFBC LL OA P5F ON T5 MPH WIND, E*ORM B' TOT.LD. 50D P5F AT 0-25 FEET MEAN HE16W DURFAC. 1.15 TYPE of JOB DETAIL Date: 10-18-02 Gary Hawkins .JOB NAME LoNemuow LUMBMARCHITECT Drawn: AK CITY STATE CHIGO CALIFORNIA (530)892-2700 .0532 / 1 Jobno.:02—IIb 1370WocEw000DR..S'ts.10 Fnx:(530)8934532 CHico. CA 95973 garyaichmsbcglobalmt Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' ' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths Injury u or DamagePersonal In Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. LJ� and securely seat. diagonal or X-bracing, is always required. See BCS] 1. 2. Never exceed the design loading shown and never 2 3 TOP CHORDS C1.2 C2-3 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS Cie all other interested parties. �`' 3 ��' 3 p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate U ,b _ plates 0-'/16" from outside a " U 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint c7-e C6-7 C5-6 O ~ locations are regulated by ANSI/TPI1. BOTTOM CHORDS 'This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 'Plate location details available in M(Tek 20/20 to 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. slate or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. 4 x 4 The first dimension is the width to Second CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structurol consideration and is the responsibility of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBG 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint ��® number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. Industry Standards:^`® M i ANSI/TPII : National Design Specification for Metal LTek Plate Connected Wood Truss Construction. - - DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 © 2004 MITek® �W Pei 1W i T k'" MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Re: rail0318 Fax 9161676-1909 Dobis Addition The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Longfellow Lumber. Pages or sheets covered by this seal: R11650028 thru RI 1650028 My license renewal date for the state of California is September 30, 2004. March 19,2004 Yu, Ray 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-1995 Sec. 2. Job Truss Truss Type Oty Ply Dobis Addition t Ud TCLL 16.0 Plates Increase 1.25 TC 0.28 R1165002 RAIL0318 N Al FINK 16 1 Lumber Increase 1.25 BC 0.54 1 -0.23 7-9 >999 Job Reference (optional) w y = wniucr a r , aenw, i e. aa7co-r vow J.Zuu s Jan 1b ZUU4 m I ek Industries, Inc. Fri Mar 19 11:23:34 2004 Page 1 -2-0-0 6-5-15 12.3.8 18-1-1 24-7-0 2-0-0 6.5.15 5-9-9 5-9-9 6.5.15 Scale = 1:44.1 P 4x4 = I �1 3x4 = 3x4 = 3x4 = 1 LOADING (pSf) SPACING "a 2-0-0 - f7 CSI DEFL in (loc) Well Ud TCLL 16.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.11 7-9 >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.23 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.18BtrG WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=913/0-3-8.6=802/0-3-8 Max Horz2=33(load case 4) Max Uplift2=-24(load case 5),6=-1 (load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20.2-3=-1476/0,3-4=1283/42.4-5=-1283/42,5-6=-1476/0 BOT CHORD 2-9=0/1356.8-9=0/928,7-8=0/928.6-7=0/1356 WEBS 3-9=-289/5,4-9=29/445.4-7=-29/445. 5-7=-289/5 PLATES GRIP M1120 220/195 Weight: 98 Ib BRACING TOP CHORD Sheathed or 5-2-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J`J0 NOTES K� 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10� psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 R by 24 11 with exposure B ASCE 7-93 per UBC971ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARMNO - Vergy design parameters and READ NOTES ON TIIIS AND INCLUDED ffiTER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicobilily, of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members Orly. Additional temporary Nocing to insure slobdiy during construction is the responsibiifiy of the ereclor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricotion, quality control, storage, delivery. erection and pacing, consult ANSI/rPit Quality Criteria. DSB-89 and BCSII Building Component Soley Information available from Truss Plate Institute. 583 D'Onolrio Drive. Madison, wl 53719. N , :;�' _ March 19, 2004 7777 Greenback Lane --® Suite 109 Citrus Heights. CA, 95610001111 _ AV"R MiTekm MIS MiTek® POWER TO PERFORM. MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 JOB: Dobis�Robert LOCATION. Butte Co. TRUSS ENGINEERING au Ite/W6 A 0!�Zs6iv '/T/ ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530) 534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. COTJN COUNTY OCT 2 4 DEV. TRUSSES REQUIRE EXTREME CARE IN HANDLING ` SEhc_- -NMAJ® This Image was created with TIMBER PRODUCTS INSPECTION r \v �r 105 S.E. 124th AVE. Vancouver, Wa. 98684 t y Phone: (360)449-3840 ® Fax:(360)449-3953 8� �� COU . ppii u '111//6®� 1 TRUSS SCHEDULE Tails Project: DOBIS ROBERT county: BUTTE Contractor: Endeavor Homes Date: October 22, 2007 Roof: TILE Plan: - Snow: o Drawn By: naw Tail Cut: Plumb F• i K06ert Dods 0°�_ cj c4 Endeavor Homes 655 Cal Oak Rd. ®� Oroville, Ca..95.965 IA (530) 534-0300 (530) 534-5269 MiTek POWER ra PERFORM, ` MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Re: Dobis_Robert Fax 9161676-1909 00 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R26995337 thru R26995340 My license renewal date for the state of California is March 31, 2009. October 23,2007 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. Job Truss Truss Type Qty Ply 0 0 (loc) I/def! Ud TCLL 16.0 Plates Increase 826995337 DOBIS ROBERT A FINK 16 1 360 TCDL 16.0 Lumber Increase 1.25 BC 0.25 Vert(TL) Job Reference (optional) r 2-0-0 4-9-14 94)-0 13-2-2 18-0-0 20-M 2-0-0 4-9.14 4-2-2 4.2.2 4-9-14 280 Scale = 1:35.7 4x4 = 4 5x5 = 30 = r 6.2-9 11.9.7 16-060 6.2.9 5813 - 6.2.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.03 2-9 >999 360 TCDL 16.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.08 2-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Wind(LL) 0.02 8-9 >999 240 LUMBER BRACING PLATES GRIP MT20 220/195 Weight: 751b TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 5-7-5 oc purlins. BOT CHORD 2 X 4 DF No.1 &BV BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std ApplIcabiOty, of design paramenters and proper incorporation of component is responsibility of building designer - not thus designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during is the the REACTIONS (Ib/size) 2=881/0-3-8,6=881/0-3-8 construction responsibllOty of erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regcrding Max Horz2=-75(load case 6) Max Uplift2=-97(load case 5), 6=-97(load case 6) �'• �� fabrication, quality Bed control, storage, delivery, erection and bracing, consult ANSI/Ml Quality Cra, DSB-89 and BCSII Building Component Safely Informalla available from Truss Plate Institute, 583 D'Onofno Drive. Madison, W153719. FORCES (lb) - Maximum Compression/Maximum Tension �3 $ ; TOP CHORD 1-2=0/48, 2-3=-1389/27, 3-4=-1216/25, 4-5-1217/26, 5-6=-1389/27, 6-7=0/48 BOT CHORD 2-9=19/12i7,8-9=0/850,6-8=0/1217 L WEBS 3-9=251/91, 4-9=0/420, 4-8=0/420, 5-8=-251/91' NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25k; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; MWFRS F. D left enclosed; gable right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. end zone; cantilever ani " 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard I$ ® WARNING - V-0 deefgn yam etem and READ NOTES ON THIS AND INCWDED Jill= REFERENCE PAGE dU1-7473 BEFORE USE. Design valla for use only with MRek connectors. This design is based only upon parameters shown. and Is for an individual building component. ApplIcabiOty, of design paramenters and proper incorporation of component is responsibility of building designer - not thus designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during is the the MTGR construction responsibllOty of erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regcrding fabrication, quality Bed control, storage, delivery, erection and bracing, consult ANSI/Ml Quality Cra, DSB-89 and BCSII Building Component Safely Informalla available from Truss Plate Institute, 583 D'Onofno Drive. Madison, W153719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION " Failure to Follow Could Cause Property 3 Center plate on joint unless x, y -� �- /4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage g 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 /16 r 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves 1 2 3 wide truss spacing, � TOP CHORDS C2-3 cr-s may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never Cz, stack materials on inadequately braced trusses. O �'� ; �Y� M O= 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �y n designer, erection supervisor, property owner and plates 0-'Al' from outside o- U a9 other interested ponies. edge of truss. a0 S. Cut members to bear tightly against each other. > > ~ 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 pint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably ly protected from the environment in accord with ANSI/TPI 1. ' Plate location detalls 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 PLATE SIZE THE LEFT. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated ore 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-1311, ESR-1352, ER-5243, 96046, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins 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. Botlurn chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTekO 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 on engineer. reaction section indicates joint �� ® number where bearings occur. 17. Instal and load vertically unless indicated otherwise. 18. Use of 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 Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone a not sufficient. DSB-89: Design Standard for Bracing. MiTek- BCSII : 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. Mfiek Englneedng Reference Sheet. MII-7473 Job Truss Truss Type Qty Ply 00 Udell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 826995336 DOBIS ROBERT AGE COMMON 2 1 I MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.03 Job Reference (optional) tnoeavor nomas, vmvnia, va., man vvvsoil 2-0-0 4x4 i 31 = i a e axe 9-0-0 2-0-0 Scale = 1:35.7 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.02 16 n/r 120 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.03 16 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 90 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.l&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &BV BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. J WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std r r REACTIONS (Ib/size) 2=287/18-0-0, 15=283/18-", 23=129/18-0-0, 22=24/18-0-0, 28=122/18-0-0, 27=115/18-0-0, 26=107/18-0-0, - 24=126/18-0-0, 21=88/18-0-0, 20=117/18-0-0, 19=105/18-0-0, 18=137/18-0-0, 17=51/18-0-0, 30=75/18-0-0 Max Horz2=75(load case 5) . Max Uplift2=-90(load Case 5), 15=-112(load case 6), 27=-40(load case 5), 26=10(load case 5), 24=-21(load case 5), A , - 21=13(load case 6), 20=19(load case 6), 19=10(load case 6), 18=-41(load case 6) Max Grav2=287(load case 1), 15=283(load case 1), 23=129(load case 1), 22=47(load case 2), 28=143(load case 2), :• 27=115(load case 7), 26=107(load case 1), 24=127(load case 7), 21=90(load case 8), 20=117(load case 8), 19=105(load case 1), 18=137(load case 8), 17=87(load case 2), 30=75(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-50/45, 3-4=-25/57,4-5=-23/67, 5-6=-22f78.6-7=-27/90,7-8=36/25, 8-9=35/23, 9-10=-17/84. 10-11=24/70, 11-12=-23/51,12-13=-24/33,13-14=17/17,14-15=-46/8,15-16=0/48 BOT CHORD 2-28=0/60, 27-28=0/60, 26-27=0/60, 25-26=0/60, 24-25=0/60, 23-24=0/60, 22-23=0/60, 21-22=0/60, 20-21=0160,19-20=0/60 , 18-19=0/60,17-18=0/60,15-17=0/60 WEBS 23-29=-97/10, 7-29=97/10, 22-30=0/0, 9-30=-75/0, 3-28=-110/27, 4-27=-80/37, 526=-84/31, 624=-97/37, 10-21=-69/26, 11-20=-88/35,12-i9=-83/30,13-18=94/41,14-17=-65/15,7-9=0/65, 29-30=0/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard 23,2007 ® WARNING - V -t y design pa.amete and READ NOTES ON TMS AND INCLUDED MTER REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an Individual building component. �• Applicability of design poromenters 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 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 Criteria, DSB-89 and BC511 Building Component Safety Information available from Truss Plate Institute, 583 D'OnofrFo Drive. Madison. WI 53719. 7777 Greenback Lane, Suits 109 Citrus Heights, CA 95610 Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 3 " Center plate on joint unless x, y -►I �- /4 Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths g 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-brocing, is always required. See BCSII. 0/iS' 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves 1 2 3 wide truss spacing, TOP CHORDS may require bracing, or alternative T. I, or Eliminator bracing should be considered. � cr-s C2-3WEBS 4 3. Never exceed the design loading shown and never 0 �, stack materials on inadequately braced trusses. Q� 3: 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate N = U designer, erection supervisor, property owner and plates 0- 141' from outside d �' v U all other interested parties. edge of truss. O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol 'Indicates the8 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 8. Unless otherwise noted, moisture content of lumber Software Or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Comber is a non-structural consideration and is the 4 4 width measured perpendicular responsibility of truss fabricator. General practice isto x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum ploting 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, 96048, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins 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 require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. BEARING Indicates location where bearings 01:6 (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 of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, wads and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.MiTek- ® isnot sufficient. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM." ANSI/TPI I Quarty criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Englneedng Reference Sheet MII-7473 4 Endeavor Homes, Cravine, Ga., Men Wason v.cvv a vm ,o A mn ow u,uus as, um. On Geo , 7-0.D 5-2-2 9-10-8 10`0.0 2.0-0 5.2.2 4.8.6 0-1.8 2x4 I I Scale = 1:28.1 1 q 6 5 3x4 = 1.5x4 11 4x4 = 52-2 4-9.14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.01 2-6 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.03 2-0 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Wind(LL) 0.01 6 >999 240 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Al WEBS 2 X 4 DF Std C7 REACTIONS REACTIONS (Ib/size) 5=393/0-1-8, 2=560/0-3-8 "y Max Horz2=150(load case 4) Max Uplift5=-37(load case 5), 2=-96(load case 5) r FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-601/7, 3-4=-90/27,4-5=-125/39 BOT CHORD 2-6=24/493, 5-6=-24/493 WEBS 3-6=0/211, 3-5=5117/53 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and �• right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rL'7 #3) Bearing atjoint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. LOAD CASE(S) Standard OQ�OFESS/pN� ��R S T/Nc��y C.9 Q m Of C 04 * EX .3 */ 23,2007 ® WARNING - Ver{/fit cl[ (Wn pamnurte and READ NOTES ON THIS AND WCli MTER REFERENCE PAGE MU 7473 BEFORE USE. Job Truss Truss Type Ply 00 'is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responstbillity, of the 10ty I 826995339 --- DOBIS_ROBERT B MONO TRUSS 16 1 Citrus He htsack Job Reference o tional Endeavor Homes, Cravine, Ga., Men Wason v.cvv a vm ,o A mn ow u,uus as, um. On Geo , 7-0.D 5-2-2 9-10-8 10`0.0 2.0-0 5.2.2 4.8.6 0-1.8 2x4 I I Scale = 1:28.1 1 q 6 5 3x4 = 1.5x4 11 4x4 = 52-2 4-9.14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.01 2-6 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.03 2-0 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Wind(LL) 0.01 6 >999 240 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Al WEBS 2 X 4 DF Std C7 REACTIONS REACTIONS (Ib/size) 5=393/0-1-8, 2=560/0-3-8 "y Max Horz2=150(load case 4) Max Uplift5=-37(load case 5), 2=-96(load case 5) r FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-601/7, 3-4=-90/27,4-5=-125/39 BOT CHORD 2-6=24/493, 5-6=-24/493 WEBS 3-6=0/211, 3-5=5117/53 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and �• right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rL'7 #3) Bearing atjoint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. LOAD CASE(S) Standard OQ�OFESS/pN� ��R S T/Nc��y C.9 Q m Of C 04 * EX .3 */ 23,2007 ® WARNING - Ver{/fit cl[ (Wn pamnurte and READ NOTES ON THIS AND WCli MTER REFERENCE PAGE MU 7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for on Individual building component. Applicability of design poromenters 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 b the responstbillity, of the MMRC erector. Additional permanent bracing of the overall stricture Is the responsibility of the building designer. For general guidance regarding --- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Bu6ding Component Safety Information from Truss Plate Institute, 583 D'Onofrb Drtve, Madison, VVI l 53719. L ne, Su Greenback Lane, Suite 109 available Citrus He htsack Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property /4 Center plate on joint unless x, y N; " offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury a Dimensions are in ft -in -sixteenths. )Drawings not to scale) �� Apply plates to both sides Of truss I. Additional stability bracing for truss system, e.g. and fully embed teeth, diagonal or x -bracing, is always required. See BCSII. /16 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves 1 2 3 wide truss spacing, _ TOP CHORDS may require bracing, or alternative T. I. or Eliminator bracing should be considered. � cr-z C2 -3W 4 3. Never exceed the design loading shown and never EBS C) stack materials on inadequately braced trusses. Qu �'� ; �y� ; 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �y = designer. erection supervisor, property owner and plates 0 -'Al' from outside CL v Uoil other interested parties. edge of truss.p 5. Cut members to bear tightly against each other. 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 PLATE SIZE THE LEFT. 9. Unless expressly noted. this design is not applicable for 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-structurof consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice's to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, 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, 96046, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins 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 require lateral bracing at 10 h. spacing, or less, if no ceiling 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 of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Mal project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all 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. MiTek is not sufficient. BCSII : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.' ANSIAPI I Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet- Mll-7473 Job Truss Truss Type Qty Plyo 0 Vert(LL) Plates Increase 1.25 TC 0.23 TCDL 16.0 826995340 DOBIS_ROBERT BGE GABLE 2 1 Rep Stress Incr NO WB 0.02 BCDL 10.0 n/a Code UBC/ANSI95 Job Reference (optional) Endeavor Homes, Oroville, Ca., Matt Wilson I 6.200 s Jul 13 2005 MITek Industries, Inc. Mon Oct 22 14:43:14 2007 Page 1 2.0-0 9-10-6 9.1-8 LOADING (psf) in SPACING 2-0-0 CSI TCLL 16.0 Vert(LL) Plates Increase 1.25 TC 0.23 TCDL 16.0 MT20 220/195 Lumber Increase 1.25 BC 0.09 BCLL 0.0 120 Rep Stress Incr NO WB 0.02 BCDL 10.0 n/a Code UBC/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.18Btr Weight: 55 Ib BOT CHORD 2 X 4 DF No.18Btr WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std DEFL in (loc) I/deo Ud PLATES GRIP Vert(LL) 0.00 1 n/r 120 MT20 220/195 Ved(TL) -0.01 1 TIM 120 Heights, Horz(TL) 0.00 10 n/a n/a Weight: 55 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Scale = 124.7 REACTIONS (Ib/size) 10=16/10-0-0, 2=284/10-0-0, 16=122/10-0-0, 15=115/10-0-0, 14=111/10-0-0, 13=112/10-0-0, 12=118/10-0-0, 11=78/10-0-0 Max Horz2=150(load case 4) .� �, Max Uplift10=32(load case 4), 2=-74(load case 5), 15=-40(load case 5), 14=-10(load case 5), 13=-20(load case 5), 12=-8(load case 5), 11=-31(load ,case'5) Max Gray 10=30(load case 6), 2=284(load easel), 16=143(load case 2),15=1 15(load case 1), 14=111(load easel), 13=112(load easel), 12F 18(Ioad=case'1), 11=78(load case 1) .'b FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-111/24, 3-4=90/14, 4-5=78/16, 5.6=66/16, 6-7=-54/19,7-8=-40/29,8-9=-21/23, 9-10=-14,24 >� A BOT CHORD 2-16=-27/34, 15-16=-27/34, 14-15=-27/34, 13-14=-27/34, 12-13=-27/34, 11-12=-27/34, 10-11=-27/34 WEBS 3-16=-110/27, 4-15=79/37, 5.14=-86/31, 6-13=-85/34, 7-12=91/29, 8-11=-57/31 NOTES ` 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) 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. a;V 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 4) All plates are 1.50 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. FESS/ LOAD CASE(S) Standard S. TjNC Fy IX C 0 33 23,2007 A WARMNO - Vero design parameters and READ NOTES ON TMS AND MCUMED ADTEE REPSIPMCE PAGE ADF7473 BEFORE USE. Design valid for use only with Mgek 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 h 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 h the responsibilrity of the MITOW erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding .o.:.,o.r<..ow.. fabrication, quality control, storage, delivery, erection and bracingg,� consult ANSI/117111 Quality Criterlo. DSB-89 and BCS11 Suoding Component Safety Inlormatla available from Truss Plate Institute, 583 D'Onofrto Drive. Madison, WI 53719. 7777 Greenback lane, Suite 109 k L ne, Su 7MCitru Heights, Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4- 1 3/, Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in It -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 BCSI1. 2. Truss bracing must be designed by an engineer. For 0.1/1 S 1 2 3 wide truss spacing, individual lateral braces themselves —� TOP CHORDS may require bracing, or alternative T, 1, or Eliminator bracing should be considered. cr C2-3 4 3. Never exceed the design loading shown and never WEBS Cz, stack materials on inadequately braced trusses. O �`'� 3: �y� ; O 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate X: �p = designer, erection supervisor. property owner and interested plates 0 -'ns' from outside o- 3 v U all otherponies. edge of 1nJ5S. a0 S. Cut members to bear tightly against each other. C7.8 C6-7 ~ 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 ore 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 PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with five retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Comber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated ore 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 -1311, ESR -1352, ER -5243, 96046, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins 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 require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® 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 of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Mal project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone isnot sufficient. Design Standard for Bracing. MiTek BCSII : 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 STANDARD GABLE END DETAILQROF ros/SAC - 20G 1211612006 PAGE 1 OF 2 4x4 = li MITek Industries, Inc. Western Division HEATHING N 19 Y OTHERS) —� *DIAGONAL OR L -BRACING 9"30-06 REFER TO TABLE BELOW 24" MAX 24' O.C. SEE PAGE 2/2 FOR TYp —ALTERNATE BRACING DETAIL 1X4 OR 2X3 (TYP) OR rvl�P 2X3 EACH FACE OR 2-10d CF CAUL 2X4 LATERAL BRACING TOE -NAILS g AS REQUIRED PER FE +I E1 TABLE BELOW VARIES TO COM 12 TRUSS CONT. BR^ 2IL 1111. SPAN TO MATCH COMMON R SS VERTICAL STUD 1\71 TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADIN(XpsQ SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD 3x5 = 3 " 1 1/2" " NOTCH AT 24" O.C. (MIN.) TOP CHORD NOTCH DETAIL END WALL IGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011 - 5-10-0 11-8-0 8-10-0 16 INCH O.C. OVER 81-611 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES I) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 wT, r ate.. r�4 •�_ Y Y✓ 6� RT Y7 Lu C' f'F --a;r V WARMNO - Verify design parameters and READ NOTES ON 7JUS AND INCLUDED MPIER REFERENCE PAGE MU -7473 BEFORE DBE. 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 poramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L- BRACE 12 INCH O.C. 5-10-0 11-8-0 8-10-0 16 INCH O.C. 24 INCH O.C. 4-1-(1 R -i -n R -A -n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES I) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 wT, r ate.. r�4 •�_ Y Y✓ 6� RT Y7 Lu C' f'F --a;r V WARMNO - Verify design parameters and READ NOTES ON 7JUS AND INCLUDED MPIER REFERENCE PAGE MU -7473 BEFORE DBE. 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 poramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown 7777 Greenback Lane I Suite 109 Citrus Heights, Ch 9591 IMI Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbi®ly of the .rector. 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/fP11 Quality Criteria, D5B•B9 and BCSII Building Component Information M iTek' Safety available from Truss Plate Institute. 583 D'Onorfio Drive, Madison, WI 53719. STANDARD GABLE END DETAIL MII/SAC - 20G 1211612006 PAGE 2 OF 2 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d --� (TMP) �A I I i.. SIMPSON A34 — OR EQUIVALENT LEDGER 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL 45' STRONGBACK 2X4 No. 2 OR BTR 2X4 BLOCK 2X4 sr JD OR BTR SPACED @ 5'-0" O.C. SHALL E PROVIDED AT EACH END OF BRACE EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHO S W/ 4-10d NAILS. MAX. NGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL �o91P.pfESSlp�e, FEB ii1Ab NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG: OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. A WARMNO • Ver{& design Paiametem and READ NOTES ON TIDE AND INCLUDED WTAK REFERENCE PAGE MU -7473 Da"RE USE. Design for 7777 Greenback Lena �0 valid use only with Wait connectors. This design Is based on upon n Individual cleling component. Applicability of design aramenters and proper Inc r N P Parameters shown, and 6 designer pp orporotlon of component b responzlbNly of building designer- not truss designer. Bracing shown Is for lateral aupport of Indlvlduai web members ony. Addition temporary bracirkg to Insure during Suite 109 CIWe Heights. CA. 9561 stability construction b Iha responsibimly of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrlealbn qua6ly control, storage, deBvery, erecllon and bracing, consult ANSI/TP Quallly Criteria, OSB -89 and BC511 Building Component Safety Informaflan available froMT nrss Plate Institute, 583 D Onofito Drive, Madison, WI 53719. M iTek° ume ' NOTES RESIDENTIAL t PERMIT NO. -71/0 K411'e0ed ,4Lk, SPECIAL CONDITIONS CHECKED BY SRA p_ e FLOOD CERTIFICATE REQ. s FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 3 ' r !� OFFICE COPY Address /& GAS ' Meter By Date_ ELECTRIC ' Meter By Date t JOB FINALED (Date) 17/244>r Signature �k /� 04-1 r�rsulation Certificate y �A i BUILDING PERMIT # BUILDING OWNER O``DI, BUILDING LOCATION: Description of Installation ROOF «.. Material Thickness (inches) Brand Name Thermal Resistance (R -Value) CEILING Brand Name Batt or Blanket Type Thickness ('orches) Thermal Resistance (R - Value) Loose Fill "Type Brand Name lb Minimum thickness inches Contractor's minimum installed weight/h Value) Manufacturer's installed weight per square foot to acheive Thermal Resistance (R - EXTERIOR -WALL y _ V Brand Name Thermal Resistance (R -Value) Thickness (inches) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches). Width (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) FOUNDATION WALL Brand Name Material ;.tmal Resistance, (R -Value) Thickness (inches) Declaration e building at thabove location in conforMance I hereby certify that the above insulation was inst of newd innre residential buildings contained n Ti tle 24 of the with the current Building Energy Efficiency Standards California Administrative Code. ` ^en ral Con actor (Builder) Signature and Title Sub -Contactor (Insulation Installer) Signature and Title License Number ------------- Date License Number Date THIS CERTIFICATE MUST.BE,PROVIDED BHN ,�IBUILDNG DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED JANUARY 1993 J=OK 0 = Not OK . = NotReadyabte DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/0 -Concrete Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UND RFLOOR (Plans) OK except #'s Card B-1 Date Card B-1 Zoning-Setbacks-Easement�!Flood-Slope -T. 2,/kg., Main; Soils-Elec. Gr .-/ " Ftg. Depth 3. F g., Garage; Soils-Steel-Elec. Grnd.-/ /' Ftg. Depth 41"Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. ,4temwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6ayHold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel �j0K D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 71A Card B-1 Date Card B-1 Date Date Card B-1 /S Date Card B-1 PLUMBING (Permit) OK except #'s �l M 1 . V(ater Htr.; Vent -Access -Combustion Air Baffle 1 . ,dater Pipe; Test & Anchor -Nail Protection 50. 19� D W.V.; Test Fittings & Anchor -Nail Protection 51. 2 Shower Pan; Test, First Floor -Tub Access 52. 21. Test Tub & Shower, Second Floor -Tub Access 5 29- Gas Pipe; Sixe & Anchors 54. 2 ire Sprinkler; Test 5,5 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date % Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 -4.. -'Fixture & Transformer Clearance -Ins. Protection 25. JFlec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27 omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2T'7-A-ppliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al -31-RTn-ge Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No "32-5ervice-Riser Conductors & Ground Main Disconnect -33-Equip. Clearances Panels-Motors-Mech. Equip. 34. 5LOthes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. .C. Ducts Insulation & Support 37. et Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM G (Permit) OK except #'s 4 . Sills Proper Materials & Anchors 42. alls Studs -Nailing Spacing & Braces -Plates -Sound 3. Bearing Walls over Girders & Floor Nailing 44" Draft Stop in Walls (rat proof) 4�yF-!ce Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47il'-langers-Post Caps -Anchors -Connectors 48._Gling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 41. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. drm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. age Fire Protection Framing -RC Channel 5 roperty Line Firewall & Openings 54. xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5,5 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 1. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN9t. (Plans) OK except #'s 644 Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 60. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 61f., Bedroom Exiting 6 .e!G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels -7e-Stairs & Rails 7 Fireplace or Stove, Clearance -Hearth 7 . Elec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 4. Elec. Outlets & Receptacles at Kit. Counter ±2;29arage Fire Door; Swing -Landing -Closure 7 . A.C. Duct in Garage -Damper 17f -Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. /n Garage; Above Floor-Mech. Protection 18. Plb.; Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic ,B1rGaard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Ilowin Insbc1 f rive O Yes O No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No W, i t$tucco Brown -Finish A.C. Unit D;sconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 8 exterior Elec. Trim, G.F.I. Receptacle -Underground 82. Ventilation Throughout House V. Glass Protection 9 ections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric QY Water & Sewer Connected -C/O to Grade -HD Approval 96/Energy Compliance Certificate -Other Certificates 9f Address Posted eflg-rire' Sprinkler Date /310" Card B-1 Date Card B-1 Date `1 A f2-� Card B-1 Date Card B-1 Date Card B 1 Date Card B-1 Comments at Final: AP ` O.B.- I OWNER -BUILDER VERTFICATION 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 rope* improvement : YES NO ❑ HAVE 0 HAVE NOT ,,signed an application for a building permit for the proposed work. P P 3. I have co cted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: may: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: SOCIAL. SECURITY NUMBER: DATE:_ NOTE: This Owner -Builder Verification is required by Section 19831 and 19532 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permiX I OWNER BUILDER INFORMATION Dear Property Owner. An application for a budding 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 required to fie 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: 0 If you employ or otherwise engage any persons other than your immediate famdy, and the work (including 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. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner budder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA, 95814. Please complete the "Owner Budder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. reIYI �.;,• ,.'. <- - /ice-. Mic 1 C. Vi ira, C.B.O. er, Building Inspection NOTE: 271is Owner Builderinformation is required by Secdon 19930 of the California Health and Safely Code- OVER odes OVER I. I BUTTE COUNTY 0Q•vTTFo DEPARTMENT OF DEVELOPMENT SE O C BUILDING PERMIT APPLICATIO ° ° 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 8S _ O OFFICE M (530) 538-7541 ^ O APN: TCI ZONING: a/Lp�J R'S LAST. NAME: OWNER'S FIRST NAME: PIH�ONE PERMIT NO. BP Qrn� UW CITY, ZIP: / (r E-MAIL: 1� SITE ADDRESS: `7 9 (42 road Xve CITY, ZIP: O_ t T PC, NEAREST CROSS STREET: /� T CT/LOT # APPLICANT NAME: PHONE: CONTRACTOR NAME: PHONE: ARCHITECT/ENGINEER NAME: DESCRIPTION OR SCOPE OF WORK: I F ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) FLS: AH 7 0(195c 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: Application Received by: Receipt number: 1 _• �y 131 / o1Ia.3/ Fl.m w J ocr. 9 Y 4-1 Date: Amount Received: ...-�.. fie► T.. �. .,..+,..�. .�,�.. ,.. .. ,,..r y,_ e,..,.,...�-.f.+-. _. ,. w. r ....-. .._.. .. �.. r. .. ..a. ..-. _.,.� „ ... -., ... r :. .v �. .. i E.H. ^E 6Ai1Y •" not Poen Anecho� Floor Man Attached Sento ®.D. / TO: ' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Z� -2 3 I Owner Location AP# Plan Approved for: Sewage Disposal Water Su ply: Publi rivate Weil> Clearance for dwelling. Other Z Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE-DEPARTMEN DEVELOPME T SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: 4\1t!ems.rqquired in order to apply for a permit. All boxes MUST be checked OR marked NA in dir er to apply. OO - ..:.•.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. cJ '1 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. w6. Energy compliance design and supporting documentation in duplicate. o 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs it"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 ap roval from the Environmental Heath Department in ❑Chico ❑ Oroville, as applicable, 16. Other FU -�� +&i k L � r % J Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer'clr and site plan apr from the Ag Commissioner Sent by 19. Soils Report and/or Engineered Foundation required ........................................... ......... 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 Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use:Gl< (B)Parking: (C) Parcel Check: -V, _? 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) ................... ,p 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:................ ............. 0 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction ............................... ;........................ ......... ............. ........... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I havee been n inf r 'ed of he abo a ite s an quirements for obtaining a building permit. Appli Date: 1. Index permit application for th , ey items numbered: 4 Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ e, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: aW Date: Note transfer by: Date: Yellow: Building Division BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One fort per Building) School District /y A.P. Number Property Owner Property Location/Address Subdivision,„: Residential Development No of Living Units Building Department Representative \Jurisdictpon: ' City Mobile Home. Installation Building Department No. County of -0k67 p, .................... ...............:..........�..................... Sq Footage �U Addition/ 'Supplemental to (Group R) Conversion Permit of *(No foundation Inspection) :............................................................................. ....... .... ..:...._...i Deed Restricted Sq. Footage l/f (Attach.@ signed copy of Deed Restriction and Notice of Limited U F cilitydocument) Sq. Footage ~District Identification No. 0402 1 {/ili�U�rl H 1 School District certifies +' `\� rivet "'., r .- _ ! „'!/ _ J. A ; ..i.�_,-�•�'' �. _ - ^ -.— ��:. (Street Address) has complied with the requirements of Resolution No. representing','� 8� square feet. School District Representative Paid by Check # Remarks: y' (Including Exterior Roofed . ate hat f5�(Applicant)_. 53, 93-7y (Phone Number) RS,9 to '(State) Q (Zip Code) 1 bS- I Q by payment of $ W 2926 $ FULL MRIGATION $ �(o•�3D•D4- Date D Notice: You may protest the Imposition of the fees IdenWled above by submitting a written protest to the District, In compliance with Govenurmd Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will'prohlblt you from chalherWrig the Imposition of the fees In any court action. N. subsequent to the School District Representative signing this Butte County Schools Impact Fee Cartif sUon Form, the School District Is nod by the applicable Local Planning Agency that this project Is being reviewed under the California EnvlronnikW Quality Act (M -QA), this pre -1eet may be subject to additional school fees to fully mttlgsts.Ms Impact on the school districre schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 00/03)dmm COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... ---Revised Plan Checking Fee.... $ 2. SCApOL DISTRICT/FEES (paA a ,9cWict a) (J 3. SHERIFF FEES (paid al Residgntial ............ Commercial (sq. ftg.)..... _ 4. URBAN AREA FEES Residential (per unit)..... 09 A.P. # 602 �� ✓(J DATE 3 '(3 V yD ' RECEIPT # DATE REC. , Units i.)tvtslon) X $360.00 =$ X $0.03 = $ X # Units Amt. (paid at Building Division) =e Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 7 t o4 - At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE 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) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Frame Page 1 CF -1R Project Title.......... DOBIS HOME Wood Date..03/24/04 06:39:47 Project Address.'....... 7961 RAILROAD AVE. ****** --------------------- None OROVILLE Window *v6.01* Documentation Author... MARTIN ALVIS ------ 0.750 ****** Building Permit # ; --------------- Standard Alvis Heating and Air (N) 24.0 P.O. Box 5127 0.068 ; Plan Check / Daae Window Oroville, CA 95966 16.0 ' 0.750 530-534-8491 Standard ; Field Check/ Date Climate ?one........... 11 16.0 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6.v6.01 - File-DOB1535N --------------------------------- Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 ------=------------------------------------------------------------------------ User -Alvis Heating and Air Run-HOUSE GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1535 sf Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type..,.. Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Component Frame Type Type Wall Wood Roof Wood Door None SlabEdge None Single Family Detached Existing Front Facing 0 deg (N) 1 1 Slab On Grade 12.6 % of floor area 0.71 Btu/hr-sf-F 0.24 8 ft BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -factor R-13 R-0 '�-R-13 ' 0.088 R-11 R-27 "k-38 0.025 R-0 R-0 R-0 0.330 R-0 R-0 F2=0.760 FENESTRATION ------------ Location/Comments ------------------------ OUTSIDE ATTIC SOLID WOOD To Outside Over - Exterior hang/ Shading -------------- Area U- ----- None Interior Orientation -------------------- Standard (sf) Factor SHGC Shading Window Front (N) ----- 5.0 ------ 0.750 ------ 0.068 --------------- Standard Window Front (N) 24.0 0.750 0.068 Standard Window Front (N) 16.0 ' 0.750 0.068 Standard Window Front (N) 16.0 0.750 0.068 Standard Window Left (E) 8.0 0.750 0.068 Standard Door Left (E) 20.0 0.580 0.900 Standard Door Left (E) 20.0 0.580 0.900 Standard Window Back (S) 18.0 0.750 0.068 Standard Window Back (S) 18.0 0.750 0.068 Standard Window Back (S) 9.0 0.750 0.068 Standard Over - Exterior hang/ Shading -------------- Fins Standard ----- None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... DOBIS HOME Date 03/24/04 06:39:47 - ----------------------------------------- MICROPAS6 v6.01 File-DOB1535N Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ---------.---------------------------------------------------------------------- FENESTRATION Over - SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS Refrigerant Equipment Minimum Charge and Duct Type Efficiency Airflow Location ------------ ------------ ------- ----------- Wall 0.630 AFUE Z n/a None NoCooling 10.0 -0 -SEER No None Area (sf) 1535 Tested Duct Duct R -value Leakage -------------- R-n/a n/a R-n/a n/a ACCA Manual Thermostat D Type ---------------- n/a Setback n/a Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- * Items in this section should be documented on the plans,** ** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. ** This building does not have a cooling system installed. REMARKS Area U- Interior Exterior hang/ Orientation -------------------- (sf) ----- Factor ------ SHGC Shading Shading Fins Window Back (S) 20.0 0.750 ------ 0.068 --------------- Standard -------------- Standard ----- None Window Right (W) 12.0 0.750 0.068 Standard Standard None Window Right (W) 8.0 0.750 0.068 Standard Standard None SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS Refrigerant Equipment Minimum Charge and Duct Type Efficiency Airflow Location ------------ ------------ ------- ----------- Wall 0.630 AFUE Z n/a None NoCooling 10.0 -0 -SEER No None Area (sf) 1535 Tested Duct Duct R -value Leakage -------------- R-n/a n/a R-n/a n/a ACCA Manual Thermostat D Type ---------------- n/a Setback n/a Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- * Items in this section should be documented on the plans,** ** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. ** This building does not have a cooling system installed. REMARKS 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title........... DOBIS HOME Date..03/24/04 06:39:47 -----------------------=---------------=--------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-DOB1535N Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has,been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... ROBERT H. DOBIS Name.... MARTIN ALVIS Company. Company. Alvis Heating and Air Address. 7961 RAILROAD AVE. Address. P.O. Box 5127 OROVILLE CA. 95966 Oroville, CA 95966 Phone... 530-533-8374 Phone... 530-534-8491 License Signed�\C � �� V �Wtteo)� Signed.. � ----- � `t -a `00 - (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) sl MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DOBIS HOME Date..03/24/04 06:39:47 Project Address........ 7961 RAILROAD AVE. ***** --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 ; 530-534-8491 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------ MICROPAS6 v6.01 File-DOB1535N Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- *150(a): Minimum R-19 ceiling insulation. er ✓ ment 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall.insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. �)P 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC); and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------ Project Title.......... DOBIS HOME Date..03/24/04 06:39:47 -- - -- --------------------------------- MICROPAS6 v6.01 File-DOB1535N Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or / cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST:.RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DOBIS HOME Date..03/24/04 06:39:47 ------------------------------------------------------=------------------------ ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-DOB1535N Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- resistance heating and no pilot,light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation / pump time switch. t/ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exce.ption: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible / lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC'(insulation cover) approved. �/ COMPUTER METHOD SUMMARY Standard Proposed Page 1 C -2R Project Title.......... -------------------------------------------------- DOBIS HOME Design Date..03/24/04 06:39:47 Project Address........ 7961 RAILROAD AVE. ******* --------------------- = Space Cooling.......... _ OROVILLE 5.79 *v6.01* Documentation Author... MARTIN ALVIS -------- 23.43 **** ; Building Permit # _ *** Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA- 95966 530-534-8491 Field Check/ Date Climate Zone. .. 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 ---------------------------------------------- File-DOB1535N Wth-CTZllS92 Program -FORM C -2R User#-MP2308 ------------------------------------------------------------------------------- User -Alvis Heating and Air Run-HOUSE ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating........... 15.91 ---------- 17.64 ---------- - -1.73 - = Space Cooling.......... _ 9.43 -------- 5.79 3.64 - = Total 25.34 -------- 23.43 -------- - 1.91 = _ *** Water Heating not calculated GENERAL INFORMATION ------------------- Conditioned Floor Area....'. 1535 sf Building Type .............. Single Family Detached Construction Type Existing Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units...' 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area....... Glazing Percentage........'. Average Glazing U -factor... Average Glazing SHGC....... Average -Ceiling Height..... Slab On Grade 1 12280 cf 1535 s 12.6 % of floor area 0.71 Btu/hr-sf-F 0.24 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R -------------- Project Title.......... DOBIS HOME Date..03/24/04 06:39:47 -------------------------- MICROPAS6 v6.01 File-DOB1535N Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Floor Area Zone Type (sf) -------------- ----- HOUSE Residence 1535 Area Surface (sf) HOUSE - Existing 1 Wall 203 2 Wall 140 3 Wall 235 4 Wall 359 5 Wall 185 6 Wall 80 7 Roof 1535 8 Door 20 BUILDING ZONE INFORMATION ------------------------- # of Vent Vent Air Volume Dwell Cond- Thermostat Height Area Leakage (cf) Units itioned Type (ft) (sf) Credit ------- ----------------------- ----- -------- --------- 12280 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- U- Insul Act Solar Form 3 Location/ factor R-val Azm Tilt Gains Reference Comments ----- ----- --- ---- ----------------- ---------------- 0.088 13 0 90 Yes W.13.2X4.16 OUTSIDE 0.088 13 0 90 Yes W.13.2X4.16 OUTSIDE 0.088 13 90 90 Yes W.13.2X4.16 OUTSIDE 0.088 13 180 90 Yes W.13.2X4.16 OUTSIDE 0.088 13 270 90 Yes W.13.2X4.16 OUTSIDE 0.088 13 270 90 Yes W.13.2X4.16 OUTSIDE 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 0.330 0 0 90 Yes None SOLID WOOD PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ ------ --------------- ----- ---------------------- HOUSE - Existing 9 SlabEdge 144 0.760 R-0 No To Outside Orientation ---------------------- HOUSE - Existing 1 Window Front (N) 2 Window Front (N) 3 Window Front (N) 4 Window Front (N) 5 Window Left (E) 6 Door Left (E) 7 Door Left (E) 8 Window Back (S) 9 Window Back (S) 10 Window Back (S) 11 Window Back (S) 12 Window Right (W) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC , Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 5.0 0.750 0.068 0 90 Standard/0.76 Standard/0.68 24.0 0.750 0.068 0 90 Standard/0.76 Standard/0.68 16.0 0.750 0.068 0 90 Standard/0.76 Standard/0.68 16.0 0.750 0.068 0 90 Standard/0.76 Standard/0.68 8.0 0.750 0.068 90 90 Standard/0.76 Standard/0.68 20.0 0.580 0.900 90 90 Standard/0.76 Standard/0.68 20.0 0.580 0.900 90 90 Standard/0.76 Standard/0.68 18.0 0.750 0.068 180 90 Standard/0.76 Standard/0.68 18.0 0.750 0.068 180 90 Standard/0.76 Standard/0.68 9.0 0.750 0.068 180 90 Standard/0.76 Standard/0.68 20.0 0.750 0.068 180 90 Standard/0.76 Standard/0.68 12.0 0.750 0.068 270 90 Standard/0.76 Standard/0.68 f COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... DOBIS HOME Date 03/24/04 06:39:47 MICROPAS6 v6.01 File-DOB1535N Wth-CTZ11S92 Program -FORM C -2R , User#-MP2308 User -Alvis Heating and Air Run -HOUSE ----------------- -------------------------------------------------------------- FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt 'Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- 13 Window Right (W) 8.0 0.750 0.068 270 90 Standard/0.76 Standard/0.68 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1535 HVAC 'SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- ** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** ** verified during plan check and field inspection. *** This building does not have a cooling system installed. REMARKS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency ----------- Airflow Location -------------------- R -value Leakage D Eff HOUSE ------- --------- -------- ---- -Wall 0.630 AFUE n/a None R-n/a n/a n/a 1.000 NoCooling 10.00 SEER No None R-n/a n/a n/a 1.000 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- ** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** ** verified during plan check and field inspection. *** This building does not have a cooling system installed. REMARKS ,-.&. ERMIT NO. 3951-76B,P,E, /i \ PERMIT EXPIRES :.� OWNER Robert H. Dobis �- CONTR. owner S 1A LOCATION (A.P. 26-23-21 7961 Railroad Ave. Palermo t +i Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) s ' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS' BUILDING INSPECTIO'N-owbliD BUILDING 49 BUILDING (Cont'd) PLUMBING SetbackIRZIFirewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor �^ Footings Windows 3rd Floor Stemwall SidingTo out Slab Roof SheathingWater Piping Piers Roofing " Sewer Garage Fdn. Vents Fixtures Footings Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final / Sanitation Patio FIREPLACE Final Footings Footing `: ELECTRICAL,,, Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE 6PRINKLEVRS Motors / Framing Test Water Htr. Stucco Final Subpanels Mesh MECHA CAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation f Permanent , Door Closer Final Final % y% DATE REMARKS OR CORRECTIONS jAlezll � //7_ (NOTE: An entry must be made on this form each time you visit the job site.) L J COUNTY OF BUTTE — D `IT OF PUBLIC WORKS 7 -County Center Drive - Uroville, California 95965 "7/ Telephone: ;34-4541 76 APPLICATION AND PERMIT ouinurze icNlwn aiatIVCs UI UIC t UUniy UI Buiie io enter upon ine above-mentioned property for inspection purposes. a4Datel_- ` Signoture o Permit a or Agent Receipt No. ��/ ✓�jC3 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. OR DIRECTO BLIC WORKS BY "`_ Date7 �`l•- 7 i lding permit expires Date _7-12—? % BUILDING Owner�� SQ. FT. OCC. BUILDING VALUATION -73!5 Z 9 14j Mailing Address P,_,(pd ,4vE Telephone No. 7 Fireplace Jov Contractor �� Total Valuation o�s , Mailing Address LA/ Permit Fee bre, a J Plan Checking Fee &/or Penalty Telephone No. Permit Fee Q qOC Building Address 7 6'1 ®�� A j✓ A� PLUMBING No. @ FEE PERMIT FILING FEE J$3.00 :3,0 Each Trap J 1.50 0 Repair drainage or vent piping 1.50 Water piping 1.50 jiS Q Each gas water heater or vent 1.50 A. P. No. 2 6-0j- f Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FELbS t fcn Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel P 60' R/W Imp p7ements Lawn sprinkler system 2.00 Bldg. P s Recd I Parcelpproval Plan Approval Permit Fee $ !!5700.$ NEW ❑ ADDITION UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 dot/ JV �/y1. i 02 �c .P ��-� Main service io00V OR o AMP ORSLESS 5.00 Main service EA. ADD•L too AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service 1100EAMP OR LESS 25.00 Main service EA. ADD'L too AMP 1.00 NEW CONST. DWELING OR ADDNS. ( ACCLBL GOCCUP. &\ 2¢sgft / NEW CONSTR. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@25C BAL@1 Ex. Occup.(FIXED APPLNS. OR ) OUTLETS (RESID.) EA 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 10 1 am exempt from the Contractors License Laws of the State of California. Permit Fee f WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $9-3 74) TOTAL PERMIT FEE $g- 76 ouinurze icNlwn aiatIVCs UI UIC t UUniy UI Buiie io enter upon ine above-mentioned property for inspection purposes. a4Datel_- ` Signoture o Permit a or Agent Receipt No. ��/ ✓�jC3 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. OR DIRECTO BLIC WORKS BY "`_ Date7 �`l•- 7 i lding permit expires Date _7-12—? % the National wectrical t,oae. 5 7K, 17 - BUILDING DE?A:R I Mt- d . A P -P -ROVE - pPR_o 7 ACRS i y This set of plans kept on the iob at-oH-times-and-it-is-unlawful to make-any-changes or alterations on same without ' written permission from the Department of-ubi'ic Works, bounty a#.-Butte. The_Rldd- hall-be-5-ft. from ' the. side property line and 50 ft, from I the Ge.nterline of the road, permitting 4 a-maximum-of c-2-ft.-eclve-overhang. t�-mg Septic system and location of build- drain stub=out to be 'as Ine? N Bufte_County—Health—Dept,=e- — quirements. ! •� C p t\I s �1 fro _EX I.STIt N_G �- -- Hou 5f - -- -- - -- _ _ } NOTE.—A-11 11 Volenah 1' WorkmawsVip Shail Be in i{-of-a-quality-prescribed=for-the _ Accordc�ce with — Recognized C Doti—Prcc#ices and 3 Specified-use-in-the Urru rm Building, Plum - & Machanical Codes and. BUTTE COUNTY' .— the National wectrical t,oae. 5 7K, 17 - BUILDING DE?A:R I Mt- d . 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VERT DIAD 8CP"L2 VERTI 763T 909.0 237 T• 169T 774 831C 2160T 171T 7847 768C I 18357 7 675C MIT ;RTI - JOINT JOINT C - JOI A JOIN 19 JOINT C JOINT A JOINT B JOINT �6 A. JOINT JOIN 6 JOINT C JOINT A 9 S7 3560 3.22X 3.60 2. MIT 7.20 2.57X 1.80 2.57X 3.60 2.57X 7.20 2.57X 1.8 2- 3. 7 3.'-12X S.40 2 S7X 1.80 3.60 2 .5 .00 JOINT D. JOINT i JOINT F JOIN 0 JOIN JOINT F JOINT ri • 1 1. T- JOIN DI... •2.5?X NT D JOI E . JOINT F 1 1 2.57X 1.40 1.29X 1 80 2.571 S.40 2.S?X 5.40 1.29X 1.80 2.57X 5.40 2.57X 5.40 I 2. 7X 5.4 2.57X 5.40\ 1.8� S.40 2.57. �..NT 29 . JOI T I JOINT 0 JOINT I JOINT a JOI I JOIN 6 JO INT I G 4.5OX 3. 22X 7.20 4. SOX S 6 3.22 .20 501 5.40 3.22X 7.20 4 5.40 3.22X 7. -5OX 5.40-• JOINT H .4 ".40 IT JOIN T H 3.22X .60 .57X 5.40 - 3j02'NT .2 1 5 .40 KEN -FIR. I HEY -FIR, I \/16- HE -FIR. #I HEY -FIR. 01 10/16- T.C. MAX. SPAN(HOME) 331 2 4/16- T. MAX. SPAN(HONE) 331 6 4 T.C. M X. SPAMCKOMe) 0 11/16- T. MAX. SPAN(HOME) 32' go 381 9 /16- ITUM CHORD SPAN 401 S 90 CHORD SPAN 16 411 10 12 6- BOTTOM RD SPAN 1 441 1 11/16. so CHORD SPAN T NCI TCPNL2 NLI T TCPHLI TCPML2 BCPMLI TCPML CPHL2 CPMLI TCPNLI CPNL2 SCPH 1 2242C 1�11C 2069 19 OC 1320C 1537 266SC 179SC 2531T 2431C 639C 276T BCPNL2 V TI V RT2 DIAG BCPHL2 V 7 VERT2 DIAG L2 VE911 V RT2 DIAG L V BCPNL2 VERTI VERT2 DIAG 227*7 62T 744T 797C 2069T I 4T 751 736C 175 T 16oT 764T 645C 6.T 21 T 160T 73ST 873C 31 JOINT XT A TNT 8 JOINT C JOINT JOINT A JOIN 0 JOINT C J A I 001 A . INT 6 JOINT C JOINT A JOINT 8 JOINT C 5.. 2. 7 1 1.80 2.57X 3.60 3.22X 5 3.22X 5.40 2.57X 1.80 2.57X 3.60 4.5 3. 5 1 1.80 1.29X S.40 3 2 2.57X 9.00 2.57X 1.80 2.57X 3.60 .40 JOINT D INT E JOINT F JOINT D JOIN E JOINT F JOIN 1 0 INT E JOINT F JOINT 0 JOINT E JOINT F 2.57X 5.40 _X 2. 7X 5.40 2.S7X 5.40 1*29X 1,80 2:57X 5.40 2.57X S.40 1.2 I . 5 1 5.40 2.571 5.40 1::: 2 1 29X 2.57X 5.40 I -So JOINT I 5 G IT DINT I I J.. JOINT G JOI T I :: JOINT INT I IN 0 T .. SOX 1..0 3.22 7.20 1 4.10X 1::: 3.22X 7.20 j _ 4 sox 5 7.20 2X 22. �OIHT 4.SOX .40 3. 2X 7.20 JOIN T 1, T JOINT H JOINT H 2.STX 5::: 2.57X 3'60 3.221 5.40 3.22K 5.40 HE"IR. 02 HEM -FIR. 02 HEM -FIR, HEM -F #2 1 7/16- T.C. MAX. SPAN/ROME) ".; 291 6 4/1 T.C. ALAI. SPAN(HOME) 301 0 8/16- MAX. SPAN(HONE) 3019 91 16- C. MAX. SPAR(HOME) • . 25 - a 6. BOTTOM CHORD SPAN 33 14/1 351 3 14/16- ITUM CHORD SPAN 36, 7 15/16- 80 CHORD SPAN 381 1 'k," CHORD SPAN C T_P"LI TPHL2 BCPHLI , T 2 SCP NLI TCPNI. CPNL TCPNLI TCPNL SCPKL I TCPNL1 TCPNL2 CPNL1 20040 1352C 8507 7, 4C 15837 2341C 1580C 222tT 2151C 1455C 20197 S C "C 55 :9.1.2 111;.TC. VERT2 DIAG T, BCP8L2 VERTI T2 DIAG "GC C , V T1 VERT2 DIAG SCPNL2 VERTI VERT2 DIAG 76SC .'T I 661T 705C S'OT 1467 73 T 657C 1583T I�OT '9T SSIC 22217 141T 6467 1 JOINT 0 JOINT C "'T A JOINT 8 JOINT C F NT B �..T A JOINT C JOINT JOINT C A JOINT - JOINT A 5.40 2.STI 1.80 2.571 3.60 3.1. 1.40 2 571 1.90 2.57X 3.60 4 2. 7 1.60 1.29X 5.40 . 3.60 4.SOX 3.6. S7. 1.60 1.29X SIG 3.22X JOINT D JOINT E JOINT F JOINT D JOINT E JOINT F JOINT 17 E JOINT F '31 D JOINT D JOINT E JOINT F S.40 5.40 1.291 1.90 2.571 5.40 2.57X 5.40 . 1.291 1.80 2 TX 5.40 2.S7X 5.40 1.29X 1.80 2 571 5.40 2.57X 5.40 1 1.8 .571 2.57X 52901XNT G JOINT I JOINT 0 JOINT JOINT 6 INT I JOINT G JOT I 3.22X 5.4 3.22X 7.20 -11.20 0 3.221 4.501 5.40 4.5ax S.40 3. 7.20 4.5OX 5.40 3 22X 7.20 . JOINT H J 01 " JOINT H 2.571 5.40 JOINT 2.s7I 5.40� 2.57X 3.60 3.221 5.40 - 261 8 0/ 6- 271 8 0/16- 28' 8 0/1 261 0 0/16- TCPMLI T MI.2 CPNLI TCP"LI TCPN BCP" TN. TCP 2 BcPNEi TCPMLf TCPML2 SCPKLI 19430 I 13C am 1842C 1244 1700 16430 11 14707 2158C 1450C 204TT* VERTI VERT2 DIAG SCPML2 V TI DIAG BCP?(L2 VER i VERT2 DIAG VERT2 BCPNL2 V YERr2 DIAG SCPML2 1307 597T 7040 1820T 30T 9TT 6340 17007 13 T 61 D7 6030 14707 1 6427 539C 204TT A JOINT 8 JOINT C J0119T A JO ST 8 JOINT C JOINT A JOINT JOINT C JOINT A JOINT 8 JOINT C 5.40 JOINT 5 40 2. 57X 1 so 2.57X 3.60 2 .57X S.0 2.5 1.80 1.29X 5.40 4- SOX 3.60 2.51X I. 0 1.29X 5.40 2.S7X 5 4 57X 1.80 1.29X JOINT JOINT F 3.221 JOINT 0 JOINT i JOINT F JOINT D I T E JOINS F JOINT D JOINT E JOINT F 6 1 �%T I). 5.40 00 2.571 S.40 2.SIX S.40 1.291 1.80 1.291 1 0 2.37X 5140 2.571 5.40 i 1.291 1.80 2.S7X S. 0 2.S71 5.40 " 5.40 2.571 1 .571 JOINT 6 JOINT I JOINT GJOINT I ;GT -O in 4.5011 5 40 3.22X 7.20 JOINT G JOINT I 4.SOX 5.4� 3.22X 7.2 3.221 5. 22X 7.20 4. 5.40 3.22X 7.20 JOINT JOINT H JOINT H JOINT H 2.511 .40 2.571 3. 2.571 3. 0 2.ST11 240 01160 250 5 /16- 26- 8 /16. 240 a 0/16- TCPML2 SCII I TCPNLI 7CPNL2 BCPMLI TCPNLI TCPML2 BCPMLI TCPNLI TCPHL2 BCPRLI 17 2130 168 IERTI 17060 1153C 1574T IS26C 1031C 136ST 1992C 1347C 1090T GO I VERT2 DIAG V V BCPNL2 VERTI ERT2 DO 0 BCPML2 VERTI W172 DIAG "ML2 VERTI VERT2 DIAO 16 1 120T 552 sesc 1574T 1257 574T. 557C 136ST 130T 59TT SOOC f "SC 18901 120T 552T 648C n C JOINTJOINT C JOINT a F .0 T A JOINT a JOINT C JOINT A JOINT 8 JOINT C JOINT INT 8 JOINT C JO IMT A __," I 1.291 1.. s 5.40 2.571 go 1.29X 5.40 2 . 2.57X 5.40 2.571 1.80 1.29X 5.40 .40 S 2.57X 40 2.S? 1.80 1-.29K 5.40 4. SOI 3.60 2.STX 1.80 W in 0 JOINT JOII(T F jot 0 JOINT E JOINT F JOINT JO T E JOINT F ::ill �SO JD T F JOINT D JOINT E JOINT F 1. 1.80 2.STI .40 2.57X. 5 40 1." 1.80 2.57X 5.40 S?X 5.40 2 1-29X 1-80 2. 1 S.T40 S 40 1.2 "1 1.80 2.5?X 5.40 2-5IX 5-40 DrT 0 JOINT I jot 0 JOINT I JOINT G JO :3:12. 55tor 0 JOINT t JDa M . 3.Zn 5.40 3.2n 7.20 3.2 5.40 3.221 3. 221 0 1 7.20_ 5.4 4. SS01 5.40 3.221 7.20 HT JOINT K J13 %NT H 2 Si. 3 60 JO NT H 2.5 1 3.60' x r 6, JOIN H 2.57X 3.60 2.571 S.40 v 22769 OU 1LDINC '-DEP1ARTMWTf 041C A P -P ROV EA Olt �hf'h 5 CALIFO 112 Each Si' t 2.5 s 1t/12L 3.22 14 •L Joint "A" w Joint "C Joint "O"' Joini Joint'' 2 3.6 1.29X1.823.6 # 2.5 7X 1. 8 It 2.57X3.68 3.22X 3.6 IE 4.5X3.68. 4.5X5.42 Join 70" -1- 3.2 4.5" 3.2 25 2 X-5.4ff- 5.22X5.41111 4. 5.4 7.0X5.41r X 72 IE 3-22XZ2W- 4. SX 7.2 F 70 X7.2 R Compound enter Splice2X4 Block F 112 Each Side Joint "F" Joint"l-l" to ALL PLATES Joint "I 22 2.57" 2.5" 2 4.5" 1 CENTERED U33. UNLESS SHOWN OTHERWISE 2.57X5.4 TZ, 3.22X 5 4, 7. 4.5X5.4 Z2 or Q r) W 9.0.or .8 9.0orld0f L/4 L/4 Joint "C" Solice Joint SG ;2X4Btock 2X4 Joint "Er' Fbr ComcoundVert , Splice Joint "A Vert I xa I Jan, olM, 1/4 PNL Splice Joint"G" 1 Z6- joint. -H.- r '5mw 1 7. wfk,, TRUSS (Howe) bpan,t ,, V.D.ADANS CO- ZZARS,90. 'RESPONSIBILITY 701 TER ;ERECTION OP TRUSSES. PERSONS USING TRUSSES' ARE CAtjL0NZD TO SEEK PROFESSIONAL ADVICE IN. REGAID TO ERECTION - 1-% BRACING AND PERMANENT * PLATES- "NULTI-SPID" all PITCHES 4,44.5.6 f' �j.D.Awm Co. fUTO To BE PRISSO Um "TO SIDES. TONGINURING SEALS 09 ROOFLJ.:' 16 ROOF'i i:_AAL � REVW& SIDE ARE APPLICABLE To THIS DRAWDIC.' CEIL.0-e '- _ 10 CEL L'L BRACINGCENTERS- 24" IJALAI.& _.L 2 DWG MK %S.TLIe TC. SIZE 2x4 '` B.C. SIZE 2x4 J.D. ADA' C4Xa coal LIWR q17F: H -F 2x4l' ^,U�T m I A (PERMIT NO. 1983-74B,P,E h r P E M .;�MH UTIL PERMIT NO. PERMIT EXPIRES � _7S - "OWNER ROBERT DOBIS, Palermo CdONTR. LOCATION (A.P. 26-23-21 ) 7961 Railroad Avenue, Palermo Temp. Power Pole Called PG&E Temp. Elec. Serv.�� Called PG&E 'r Temp. Gas Serv. Called PG&E, JOB FINALED (Date) (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor .— Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out .:5 Slab Roof Sheathing Water Pi in 40,4:z Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping& Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing _ ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service . Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent -7- " Door Closer Final Final DATE REMARKS OR CORRECTIONS -a o--7 •COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WOR` 7 County Center Drive — Oroville, California 95965 Tertphone:^534-4541 APPLICATION AND PERMIT authorize 1UPICDCIIIGIIVCJ OL the OUnty OT Butte to enter upon the ab m tioned property o ecti urposes. Date Signature of Peitee or Agent Receipt No. ��YQ�- White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date-4—-7/7 aiding permit expires Date ..................(''3�� BUILDING OwnerRA SO. FT. OCC. BUILDING VALUATION Mai I ing Address Telep one No. Fireplace Contractor Total Valuation Mai ling Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address / v� PLUMBING No. @ FEE PERMIT FILING FEE $2.00 6LAI? f</ Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.—. d�� --� Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe San+t+3tien I Fire Dept. Fire Zone Use Permit Building sewer 5.00 EOA Parking Plans Parcel Declaration Parcel Ma p 60' R/W ImprovementsLawn sprinkler system 2.00 Bldg. Plans Rec'd Porcel Approval PlanT Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 / Main service incl. 1 meter Additional meters, each 1.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Sub -pa (12 or less) (more than 12) Ra e, Cook -top or Oven 1.00 Water Aeater or Space Heater 1.00 Light fixtures pal dio Rec s., switthes & fix utlets b. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation 12.00 Hood Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE authorize 1UPICDCIIIGIIVCJ OL the OUnty OT Butte to enter upon the ab m tioned property o ecti urposes. Date Signature of Peitee or Agent Receipt No. ��YQ�- White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date-4—-7/7 aiding permit expires Date ..................(''3�� PERMIT NUMBER B 1779-73B,P,E,M P E PERMIT EXPIRES OWNER C, TNA e Gi I I pqpj f. CONTR:. owner LOCATION (A.P. -26-23-21 7961 Railroad Ave.1 Palermo N r A ' COUNTY: OF BUTTE m ,y Department of Public Works BUILDING INSPECTION,-.,,RECORD Zoning " Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING . Temporary Temporary Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS r A ,y i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORK 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT icc rVFrVScniauvca 01 Me k UUfliy UI Cube ID enter upon the above-mentioned property for inspection purposes. X "" Date 3 a Signature of Per i ee or Agent Receipt No. ( � C )'^ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod•Applicont This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building permit expires DateJ�.?:r_7 BUILDING Owner 'v de- e SQ. FT. OCC. BUILDING VALUATION Mai ling Address �r l� < < ��"� T ephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ Building Address r eta— /1 6f) PLUMBING No. @ FEE MIT FILING FEE $2.00 0X_-> Each Trap 1.50 Aft Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 /_ -} A. P. No. (U rte` Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FS on FireDept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 //�� 69dg. lal� ns�ec'd Parcel Approval Plons Approval Permit Fee $ s NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 &1-00' .� 2 �— Main service incl. 1 meter Additional meters, ch 1.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, Coo top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures20 19 1 —2bal10 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. lisp. or D.W. 1.00 Air conditioner or heat pump Water pump S Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE $3.00 �0 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ ,�J icc rVFrVScniauvca 01 Me k UUfliy UI Cube ID enter upon the above-mentioned property for inspection purposes. X "" Date 3 a Signature of Per i ee or Agent Receipt No. ( � C )'^ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod•Applicont This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building permit expires DateJ�.?:r_7 61. d y V e 7C./ 1 /117 t r l '✓ a COUNTX.OF BSJTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 (� Telephone: 534-41541 APPLICATION AND PERMIT ! (J autnorize representatives or the county or butte to enter upon the above-mentioned property for inspection purposes. X �L 'O ,. /-ss-�.� c,-!� .e :tL Date" Signature of P.errmitee or Agent Receipt No. /+1 7 / / '�, — White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issuec under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By I .. ..�-+�� I Date Building permit expires Date ............................................ BUILDING Owner �� :;C�� //�r_ / tr S o/ez SO. FT. OCC. BUILDING VALUATION _ Mailing Address �, 3',9�?A/ 1,V Xi Telephone No. //- SCZy Fireplace Contractor 0 WN6=12 Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address A7,/. s �� A � Uig 7 '! �/� PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 /� n -yr / let', C Be Tu F r- �l ��j�//.iw l (J'T S Repair drainage or vent piping 1.50 WaterPiP 9 in 1.50 (�,)37, ?-, ,, „ep) Each gas water heater or vent 1.50 / A. P. No. ,- _9 3- -2 6 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fee's Wi:C', Sani-tation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration P cel - P 160' R/W Im rovements p Lawn sprinkler system 2.00 Bldg. Plans Recd I Parcel Approval Plans Approval Permit Fee S NEW ❑ ADDITION ❑ UTILITIES,Qr OTHER ®' ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 �#Q0 / / 0,/w N RI r, s % E- Tic le- As Main service incl. 1 m0ter0,jod, ,?, h b I /G [O N r» r7 _ Additional meters, each -/ 1.00 Sub -panel (12 or less) (morejlhan 12) :1 Single Family Qoo� Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bai Bio Receps., switches & fix outlets Mrs CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring 4 X❑ I am exempt from the Contractors License Laws of the State of California! Permit Fee $ Si WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor tHeating Code which requires every employer to be insured against liability t . for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of r Workmen's Compensation Insurance. K ❑ I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner r so as to become subject to the Workmen's Compensation Laws of California. ! MECHANICAL No. @ FEE. PERMIT FILING FEE $3.00 Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ r' ��- autnorize representatives or the county or butte to enter upon the above-mentioned property for inspection purposes. X �L 'O ,. /-ss-�.� c,-!� .e :tL Date" Signature of P.errmitee or Agent Receipt No. /+1 7 / / '�, — White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issuec under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By I .. ..�-+�� I Date Building permit expires Date ............................................ COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — "OroviIle, California 95965 Tel ephone:.534-4541 APPLICATION AND PERMIT ems" W Or o be_n7- DOb%5 BUILDING Owner /7 .� d _ _ ,C /'73 ,r��,,— _ SQ. FT. I OCC. BUILDING VALUATION Mailing Address Contractor 0 W/1/45=1 Mai I ing Address Building Address !JE/r1J�=Ft.l /%F//S i9 n one No. elephone No. A. P. No. 02 4,—.2 3- Zoning & Planning F� wP- Set ten IFire Dept. Fire Zone Use Permit EQA Parking I Parcel Parcel Ma 60' R/W Im rovements Plans Declaration P P Bldg. Plans Recd I Parcel Approval Plans Approval NEW ❑ ADDITION ❑ UTILITIES OTHER Single Family Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification '7C ® I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 1 certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X?'i'U Date Signature of Permit a or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Fireplace $ Total Valuation ELECTRICAL Permit Fee FEE Plan Checking Fee &/or Penalty $3.00 Permit Fee $ PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Building sewer 5.00 Lawn sprinkler system 2.00 Permit Fee $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 my0141# —?, b 0 Additional meters, each 1.00 Sub -panel (12 or less) (more an 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures Receps., switches & fix outlets --70-025 2 Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap, cooler, gar. lisp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 Misc. wirinq Permit Fee $ MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ TOTAL PERMIT FEE I $ 0 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR F PUBLIC WORKS By Date -74 Building permit expires Date ....................... r- ,r IL 'r ,�SHE.Er1 OF %i EIG RHOOD &SITE DESCRIPTION LOCATION -Urban-.❑ Suburban Rural Total Summation BUTTE COUNTY RESIDENTIAL PROPERTY RECORD NAME 0021 S Ro815-R7' 1 1 v_ ANO NAME 79y- PROPERTY LOCATION / 9Ai�RoAl- TRAVEL TIME & DISTANCE Book 2& APP eN Parcel 23 21 77777 Peripheral ❑ Foothill ❑ Other ❑ Assessment Year 19,7q 19 19 19 19 -19 19 List Price Appraiser q7A Sale Data Level 03, Rolling ❑ Other TOTAL PROPERTY APPRAISAL Slopes Up. ❑ Down ❑ S -S ❑ IMPROVEMENT MIX Date 511/75 View ❑ Sector - Degrees .Improvements _ Personal Property Homogeneous ❑� Heterogeneous ❑ 160 Use Code: RKY, ix Predominant Use: Res. 19'Res. Income ❑ 161 Sales Area Code: Com'I. Q Indus. ❑ Agri. ❑. Profsnl. ❑ 163 Incomplete: P.U. 19 P.U.. 19 P.U. 19 P.U. 19 P.U. 19, P.U. 19 P.U. 19 164 Zoning: A UTILITIES -SITE IMPS. 165 1 Zoning Conformity: Yes E3" No ❑ Yes ❑ . No ❑ Yes ❑ No ❑ Yes Q No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No C Water: Public Well Ditch ❑ 166 Use Conformity: Yes lJ No ❑ Yes ❑ No 11 Yes ❑ No ❑ Yes ❑ No El Yes ❑ No ElYes ❑ No 13 Yes E3 No C ,❑,�• Electricity: Yes �J 167 Bldg. Class: 5r C ' Gas: Public ❑ LPG ❑ None ❑ 168 Bedrooms: J - Sanitary Swr: Public ❑ Indiv. - Er- 169 Baths: Storm Swr: Public_ ❑ Natural 170 Base Year: Street: Conc. ❑ Asph. BO Dirt ❑ Gravel ❑ 171 Area of Residence: Illy St. Lights: Yes O No Q� 172 Land Type: Lot ❑Homesite I-II' Lot ❑.Homesite ❑ Lot ❑Homesite ❑ Lot ❑Homesite ❑ Lot ❑Homesite Q Lot ❑Homesite ❑ Lot ❑Homesite I C & G: Yes ❑ No 173 Garage: Yes ❑ No- Y Yes ❑ No C3 Yes ❑ No ❑ Yes El No ❑ Yes ❑ No ❑ Yes ❑ No Q Yes ❑ No C �0' Sidewalks: Yes Q No ED 174 Pool: Yes ❑ No I" Yes ❑ No❑ Yes ❑ No❑ Yes ❑ No Q Yes❑ No ❑ Yes ❑ No ❑ Yes ❑ No C 108 Acreage: -7 OJ, TREND. 140 Base Year: j -g79 Improving ❑Stable 19�,Declining Q OCCUPANCY - SUMMARY � B" Tenants lJ Tenants ❑ Mixed ❑ Land Value NEIGHBORHOOD MAINTENANCE R. C. L. N. D. E Gr A� LF� P Total Summation TRAVEL TIME & DISTANCE Comparable 1' 1 +, - ), 26-/ 54 3 Shopping: E G A F (9 Comparable'2 Z& 20, .-Z3 ' Schools: E G A FQ P Comparable 3 2&-27 -, 3 Core: E G A F List Price - SITE TOPOGRAPHY Sale Data Level 03, Rolling ❑ Other TOTAL PROPERTY APPRAISAL Slopes Up. ❑ Down ❑ S -S ❑ .. ' At Above ❑ Below ❑ Grade I Land View ❑ Sector - Degrees .Improvements _ Personal Property LOT TYPE Total Property o• ✓ 3.7 - Corner 0 Interior hey 13 Cul-de-sac 0 z .�.1�1 GSI O F� Cj p LT 10/10 V/.W.F A -r SL 01 .0,.l_N.G_V_clA--L-L_ x6." RAM t N G 2911 r--NCLbc-I D MINIMUM 3/8" APA RATED PLYWOOD (or O.S.B.) WITH 8d (0.113 x 2 3/8") NAILS AT 6" O.C. EDGE NAILED, 12" O.C. FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER, 3 STUD SPACES MIN.= 48" __�.._.__......__.. THE 2001 CBC, CMC, CPC, 2004 CEC, AND 2005 CALIFORNIA ENERGY STANDARDS L AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. WALL ,2"XC" AK N � G lel, N G E )�I\� D Rag EPIT-+4 Dog.t s P.0. 0O'Y\ '�-i 575 FALF-- Po �.. 1�7Sg6B SZ)3-8 37z� — X70-S6o7 -PA'RCP--L-# 026-250-021 -1 q -n _ -P�- vl-I ! ~4t f II LB f" E L:T y"*x y" aFe- cE�-kw"r- 13Locki'M6 ANs) '_E"6rVjc— VE'NTS F BUTTE COUNT' , BUILDING DIVISION TPRO . 3 co�T STiJGGn m UXG'E -PARCEL 'INFO: -CA C .ZONING: '-(�-FM ERALFLAN -� z i ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: EXCESSIVE SLOPES EXPANSIVE SOILS EXCESSIVE CUTS OR FILLS ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS "Tc�-T-A L C!) I- I v E -:i- z ll,_�. - NOTE SITE CONDITION �D (fl Qo -145.1-7 . 15, �A U) U R_7 A 0 _P-ROP05ED GARAGE/,5TORAGE � -WORKSHOP Ak �R(ZDT F 8 T] LOOR uj 5 EGO N D -FLOOR 5OLi DRIYEWAY Ln 7 co l� p ul SUTT00UNTY nimint, niVISION lJ1LF I E-__ 1 uj i ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: EXCESSIVE SLOPES EXPANSIVE SOILS EXCESSIVE CUTS OR FILLS ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS "Tc�-T-A L C!) I- I v E -:i- z ll,_�. - NOTE SITE CONDITION �D (fl Qo -145.1-7 . 15, �A U) U R_7 A 0 _P-ROP05ED GARAGE/,5TORAGE � -WORKSHOP Ak �R(ZDT F 8 T] LOOR uj 5 EGO N D -FLOOR 5OLi DRIYEWAY _ I �i�Q ,3 <Z APMOVE -0 2 c) 2 7 ul SUTT00UNTY nimint, niVISION lJ1LF I E-__ 1 _ I �i�Q ,3 <Z APMOVE -0 2 c) 2 3 i coco 3 '0 P _m O Q o c g o Q 8m m^ N LO E g� o= o c cx c ' K CO w V1 1 L.Ll y P -C cQ ; ' P i v J j 9 ! ` '+ i lo Ll 3 vii OL i coco 3 '0 P _m O Q o c g o Q 8m m^ N t E g� o= o c cx c ' K vii OL i LL i LL 0 w V1 (P F Oil Al 01 / 0 H. 5,L-0 H T— CONCRETE �, � o 6070ARC.H 61170ARCH 0 /.0 H -5-L. I AV% (=;A IRA �ONSCPETE CFI L I IN G, FL PORCH O IL_ �-oN�R�T� -FOR, 5 p Lf WALL - 4L 7 50 To C 02-1 Z rn G) C) 0 Azc0 0 a C -D Z 0. Z 0 /,o H5-1 - l \N no =-Boroe co 0 , 0 r SLOPE > cm C) 70 p 2— 'ARCH ------------ PLAI��e� GAR . AGE "A� �6E�AGE IS' FLQOR RQflEBT DOS ?aa�X -:53 PALEgf10796f -)96FATLRDA CA ,530-5-3...�FALER1�1p - -D AVEV- .8 L # X26-.230-02137p-5807ceL BRA.BRA.0 ED WALL -RA -m; =-i -c, H. ■ > • -n: fo IT > 0 /,o H5-1 - l \N no =-Boroe co 0 , 0 r SLOPE > cm C) 70 p 2— 'ARCH ------------ PLAI��e� GAR . AGE "A� �6E�AGE IS' FLQOR RQflEBT DOS ?aa�X -:53 PALEgf10796f -)96FATLRDA CA ,530-5-3...�FALER1�1p - -D AVEV- .8 L # X26-.230-02137p-5807ceL BRA.BRA.0 ED WALL -RA -m; =-i -c, H. ■ i� z O� 02 - - - - - -- 02 02 r ll I 9 71P j Sc ca" 0. s � I 1 I I S. cti1 col Lu in, q0. ; J S (Sl NLll�(`�(1'! ^Ltd 9 71P j Sc ca" 0. s � I 1 I I m H f -E-1-1 6 E. F3:F- 4R - (O.0 E-A.WA'r Lk 4-- r SLAB FILL dog, tSL.B fELT-A:N D I HORIZ. ol Ag 0 0 N Tj� P, ir A2 •:to I.Al b I! A -:i-n) c ro - V=a L:T-, jLrTuCCo w I P, P,' 10 I BUTTE COUNTY BUILDING DIVISION 11 ------ APPROVED— m M 4 M I, I i 7-7 ;n r. �-; �z S I ------------ 11 � 11 l '� I i -' �-1------------__..-_.._----------_. ---�-�----- - pow WARNING ! BCSI-61 SUMMARY SHEET C:) GUIIDE FOR HANDLIING, IINSTALLIING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to SCSI 1-03 Guide to Good PracticeJDi Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations'of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no est6n marcados de ning6n modo qua identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, Instalaci6n y arriostre temporal de los lasses. Veal el (pjj= SCSI 1-03 Guia de Buena Pr6Lt ca pat el Manejo. Instalaci6n y Arriostre de los Trusses de Madera Connectados con Placas de Metaloara para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en IDs miembros individuales en compresitin. Vea la hoja res6men BCSI.83 Data los arriostres permanentes y refuerzos de los miembros secundarios (webs) para,mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edifido. ® The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, Instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0 gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING - MANEJO QAllow no more No permita mas Use special care in Utilice cuidado than 3" of defiec- de 3 pulgadas de windy weather or. . especial en dias tion for every 10' pandeo por cada 10 near power lines ventosos o cerca de of span. pies de tramo. and airports. cables electricos o de I aeropuertos. 0, A 1° ( Spreader bar for. 4 s truss bundles i QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. QPick up vertical Levante de la cuerda bundles at the superior los grup6s top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK :.Q'7 D,e $ vo e QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o m6s deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Q Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or "" ; : _ I'7( Trusses 30' or ; ; less, support LI less, support at at peak. t� quarter points. f ` Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 F Trusses up to 20pies o mends. Trusses up to 30' Trusses hasty 20' I Trusses hasty 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la grtia hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de m6s de 30 pies. Greater than 30' MA s de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 —� P_ truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe— in o a / Toe -in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar % Attach above or stiffback / !s\\�► 10' D.C. If mid-height I L_ Spreader bar 2/3 to �— 3/4 truss length —� TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE ® Refer to BCSI-82 Summary Sheet - Truss Installa- a tion and Tempos Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses Q y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m6ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4' o.c. max. 60 a 80pi—* 4 pies m6ximo =Consult a Professional Engineer for trusses longer than 60'. `Consulte a un Ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. 0 Refer to BCSI-66 Summary Sheet - Gable End Frame Breclna. 17f Repeat diagonal braces. Vea el res6men IJ BCSI-66 - ArrtostreRepita los arriostres del truss terminal diagonales. de un techo a dos Aguas. 1"7f Set first five trusses with spacer pieces, then add diagonals. Repeat IJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. Diagonal braces every SO truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss spaces (20' max.) 1 0'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEll BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 © Refer to BCSI-67 Maximum lateral brace spacing Summary Sheet Plywood or OSB 10' o.c. for 3x2 chords - Temporary and ' 15' o.c. for 4x2 chords Diagonal braces Permanent 1 Of every 15 truss for Parallel Chord fiord D/50 D (ft.) spaces (30' max.) Trtrccac for more Out -of -Plumb. information. 1-1/8° 18,8' Vea el res6men BCSI-B7 - Arriostre 1/2" 2' temporal v oermanente de The end diagonal trusses de cuerdas brace for cantilevered 1-3/8°J22.9'o paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Plywood or OSB QTolerances Length —► M ax. Max'Be. Max. Truss BOW Length pryer - �------- --..�- -------9---------- Len th ► 3/4" 12.5' Max. Bow Length --►m 7/8° 14.6' Q Tolerances for D/50 D (ft.) 1° 16.7' Out -of -Plumb. 1/4" 1' 1-1/8° 18,8' Toleranciaspas ° 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. n 1-3/8°J22.9'o Plumb 3/4"3'bob 1„4�1-1/2°1-1/4" 5' 1-3/4°0/50 max — ' 1-1/2" 6' 2" 1-3/4" 7' 2" 1 a:8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BCSt-84 Summary Sheet -Construction Loading for more information. No exceda las m6ximas alturas recomendadas. Vea el restimen BCSI-B4 Carga de Construcci6n para mayor informaci6n. i � lli Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses Individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. 110, Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Refer to BCSI-B5 Summary Sheet - Truss Damage. lobsite Modifications and Installation Errors. Vea el res6men BCSI-BS Dafios de trusses. Modificadones an la Obra y Emores de Instalacl6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. /716 No corte, altere o perfore ning6n miembro estructural de los trusses, a mends que este especlficamente permiddo en el dibujo del disefio del truss. Jtv_� ® Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcct6n o han sido alterados sin Una autorizac16n previa del Fabricante de Trusses, pueden reducir o ellminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding constructlon practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood lasses are based upon the collectiveexperlence of leading technical personnel in the wood tons industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or ErectioNlnstallatiOn Contractor. It Is not intended that these recommendations be Interpreted as superior to any design specificatfon (provided by either an Architect, Engineer, the Building Designer, the Erection/installation Contractor or otherwise) for handling, installing and bradng wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectloNinstallation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disdaim any responsibility for damages arising from the use, application, or rellance on the rernrnmendations and information contained herein. �.II.Ef WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARN11x17 031125 ri A DV E RT E N C*�IA! H -] RESUMEN DE LA GUTADE BUENA PRAC�T►ICA PARA EL MANEJO, INSTALACION Y ARR'IOSTRE DE LOS TRUSSES DE MADERA CONEGTrADOS CON PLACAS DE METAL _ Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high Do not exceed maximum stack heights. Refer to BCSt-84 Summary Sheet -Construction Loading for more information. No exceda las m6ximas alturas recomendadas. Vea el restimen BCSI-B4 Carga de Construcci6n para mayor informaci6n. i � lli Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses Individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. 110, Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Refer to BCSI-B5 Summary Sheet - Truss Damage. lobsite Modifications and Installation Errors. Vea el res6men BCSI-BS Dafios de trusses. Modificadones an la Obra y Emores de Instalacl6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. /716 No corte, altere o perfore ning6n miembro estructural de los trusses, a mends que este especlficamente permiddo en el dibujo del disefio del truss. Jtv_� ® Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcct6n o han sido alterados sin Una autorizac16n previa del Fabricante de Trusses, pueden reducir o ellminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding constructlon practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood lasses are based upon the collectiveexperlence of leading technical personnel in the wood tons industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or ErectioNlnstallatiOn Contractor. It Is not intended that these recommendations be Interpreted as superior to any design specificatfon (provided by either an Architect, Engineer, the Building Designer, the Erection/installation Contractor or otherwise) for handling, installing and bradng wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectloNinstallation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disdaim any responsibility for damages arising from the use, application, or rellance on the rernrnmendations and information contained herein. �.II.Ef WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARN11x17 031125 ri A DV E RT E N C*�IA! H -] RESUMEN DE LA GUTADE BUENA PRAC�T►ICA PARA EL MANEJO, INSTALACION Y ARR'IOSTRE DE LOS TRUSSES DE MADERA CONEGTrADOS CON PLACAS DE METAL