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028-061-017
I COMPLAINT TO INSPECT(V I 028-061-017 PERMIT05-0884 HARVEY, Virgil, Sharon, John & Lorri 28 Brown Blvd., Oro le New Single Family __Y0.- X/I /0 lJ 028-06-1-017 95-2267 B ` HARVEY, Virgil 28 Brown Blvd, Oroville (conv carport to garage) 028-061-017 04-1261 HARVEY, JOHN 28 BROWN BLVD, OROVILLE Cont: BEUTLER HEATING&AIR REPAIR FIRE DAMAGE I LM�k^���nrar�y+,S .r a..:.r.. �-.:wf'«-wwN..�x+-I•..� y.`.i•-u.. v-tr-a.«. .i'M..-- wy ._ . __ �., _ .. _'G'—...—.�.._�a.`.....�.�:.•.`-..�-_.,.. i �., c'^:t-_� if • COMPLAINT TO INSPECTOR 513/04 O O O N 028-061-017 PERMIT#95-0884 HARVEY, Virgil, Sharon, John & Lorri 28 Brown Blvd., Oro le New Single Family 028-06-1-017- 95-2267 B HARVEY, Virgil _ 28 Brown Blvd, Oroville (conv carport to garage) 028-061-017 04-1261 HARVEY, JOHN 28 BROWN BLVD, OROVILLE Cont: BEUTLER HEATING&AIR REPAIR FIRE DAMAGE 12 io�3`d3 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP041261 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/09/2004 APN: 028-061-017-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 28 BROWN BLVD HON Date: Contractor: Map Index: Description: REPAIR FIRE DAMAGE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: HARVEY VIRGIL & SHARON to its issuance, also requires the applicant for such permit to file a 15375 WESTSIDE RD. signed statement that he or she is licensed pursuant to the provisions of LAKEVIEW OR the Contractor's State License Law (Chapter 9 commencing with Section , 7000) of Division 3 of the Business and Professions Cade) or that he or 97630 she is exempt therefrom and the basis for the alleged exemption. Any 541-947-2818 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: HARVEY VIRGIL & SHARON Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 28 BROWN BLVD such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95966-9638 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ lam Exempt under Article 3 of the Business and rofessions Code Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier: Total Square Ft: 0 S. F. Valuation: $0.00 , Census Code: Policy a: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor 1/ code, interest, and attorney's fees. � —7� CONSTRUCTION LENDING AGENCY sions of the Butte Count Coda anrUnr This p is hNOW I hereby affirm that there is a construction lending agency for the Res ti s to have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Q Name: By: Date: u PERMIT EXPIRES ON: Date Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official forth or document of Butte County. I hereby authorize representatives of Butte County to ente upon the aboove mentioned property for inspection purposes. Print Name: 1,7 t__ Z Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor UN 4700 Lang Avenue McClellan, CA 95652 MECHANICAL P.O Box 515015 Sacramento, CA 95851-5015 916.646.2222 TELEPHONE 916.646.2265 FACSIMILE John Harvey 916.870.6657 MOBILE Commercial Foreman v,,,, w;beutier,.com Contractor Lic.#162634 C BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 DATE: APN: - O (.o 1.0 (-7, O�� ZONING: OWNER'S LAST NAME: ° OW ER'S FIRST ME: PHONE: P��9�a-`gas 11W s STREET ADDRESS: CITY, ZIP: - E-MAIL: SITE ADDRESS: r CITY. ZIP: ps- NEAREST CROSS STREET: TRACTILOT It OZ,b -6/- 0( - 000 APPLICANT NAME: J �� PHONE: o ���� STREET ADDRESS: 46 FAX: CITY, ZIP E-MAIL: CONTRACTOR NAME: Cn r PHONE: Q STREET ADDRESS: 7 �Q FAX: CITY, ZIP: � � � � E-MAIL' LICENSE NUMBER[ LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: i ' 5 ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and 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: ' Date: 5.4 .64 Receipt number: q65���. Amount Received: '4 . 7 r7I^I {...- r1' rua. .." . � - "Y r Yi, r'l`T_, ., a.'..+_. ". -. ��AiY�"S•3}.r�l. as ,� �"1.w= ... �.t� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION {I 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER cb?.-K- n(a Proposed Building Use: 4�Counter Technician: /`, Date: Iters required in order to appy for a pern, i All boxes MUST be ch cked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, I or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. 9111" 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17: Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer 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 For stry plan approval ❑ paid. Sent by: .Qf............. 24. Planning approval (A) Us)Parking: (C) Parcel Check: , i-L�-- a ❑ 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....... q Cl 29. Contractor's license information. (Number, Name Style, Classification) ................... 0 30. Worker's Compensation Carrier and Policy Number .......................................... --�' 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ p ? ' ❑ 38. Other: ❑ 39. Other: When issued Telephone - - and hold for pickup. I have been informed of the above items and requirements for obtaining a building perm Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: -�- Date: _ Structural approved b Date: Note transfer by: � �c--�-Date: Yellow: Building Division , O.B.- OWNER-]BUILDER VERIFICATION Attention Property Owner: An "owner -builder' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YE4 NO E3 -*2. I HAVE -13 HAVE NO'V signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: may: PHONE: CONTRACTOR'S LICENSE NO. 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: PHONE: CITY: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: -+PROPERTYOWNER: *DATE: NOTA: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATI®lid Dear Property Owner: O.B.-1 An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of 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 family, 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 ifyou do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific bfomration about your obligations under Federal Law, contract the hdemal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contactors State License Board in your community or at 102014 Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, A Mrc 1 C. Vi ira; C.B.O. er, Building Inspection NOTE: T Flu Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER tv SITE PLAN REVIEW APPLICATION Date: - ��� AP# Qa 8 " Oy l Permit Number (if applicable) -� APPLICANT INFORMATION Owners Name: Owners Address: a B Telephone No.: Situs Address: Proposed Use: l ` q Parcel Size: nij " Ono,J Residential ❑ New Single Family Residential ❑ Single Family Addition ] Single Family Remodel _ f(v\e- 0 aw&),a ❑ Mobile Home 4 ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) r ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial'Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By I M Date Cq D- 1 --r4 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 0 b 00 -1 Ci I (O Index Date: •Llt ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance ❑Administrative Permit ❑ Variance ---------------------------------------------- —------ —------ —--------- —------------ ------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A'�-- Applicable Building Setbacks: Front Zoning Code �7 Streets & Highways Fire Prevention Subdivision Map Side l �� Side Street Rear l O r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Parr,- I ^f' c 7 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ ' NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ----------------------------------------------------------------------=-------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments. 1 �l0, [021,0 .)esti nen f'Pi�VLt c't-7 ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment , ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: —[I Meet Parcel size required by zone ❑ * Meet current Environmental Health Department requirements r___ 11 _rc ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: 1 3 I ❑ Use Permit/Minor Use Permit Permit Number: Book: -7 Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 0 T___ A _rte I/ 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Tl_-- c _r, .. J 0 LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 ® MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 ..Truss..1. . . Design.Submittal Designed By: Date: Technical Representative: Rick Patterson April 21, 2004 Richard Shippen * All enclosed drawings are i Client John Harvey Office Phone: Office Fax: an/Elevation: Work Order # 08504.04 Floor System: O Original Submittal y WETSFALSRoof System: 0 Complete Revision 0 Partial Revision: Replaces individual drawings 0 Addition: Add to Original Submittal C. Construction Loading The term construction. loading. is used to describe loads from workers and building materials on an unfinished. structure, for example when builders stack bundles of plywood or gypsum board on truss assemblies for temporary storage. Construction loads should be placed only on -fully braced or sheathed structures..Use extreme caution when ,placing .construction loads, and only stack reasonable amounts of ..materials. Failure to follow these recommendations could lead to property damage and/or bodily injury. Trusses that are overstressed due to excessive construction loading will usually show excessive sagging, or in more severe cases, may show broken web or chord members or web members that have pulled out of their connector plated joints. Construction Loading DOs and ®®9V'Ts Dia stack a reasonable amount of material that DONT stack will not overload the trusses. The following chart materials on unbraced and graphic represents a reasonable amount: trusses. DO distribute loads over as many trusses as possible. Position sheets flat with the longest edge perpendicular to the trusses as shown above. ®O stack materials near locations of solid support. DON'T' stack materials midw between suppc DONT stack Materials so that they overload single or small groups of.trusses. Don't allow the stack to lean against. walls. Copyright © 2662 Wood Truss Council of Anie'rica, Inc... d-020218 — leave construction materials on lifting equipment until installation, if possible. DO stack materials along outside supports or directly over inside supports of properly braced structures. DON'T stack materials at locations that will produce instability, such as on cantilevers' or. near truss -to -girder connections. DON'T drop loads on trusses. The impact can damage the trusses even if the load is small. i I I Trusses have NO CAPACITY to carry load .UNLESS they're PROPERLY BRACED or SHEATHED. Make sure that.the truss assembly is properly braced according to the guidelines in WTCA's TTB–Always Diagonally Brace for Safety and the Job Site Warning Poster. 4VARNIH01' Wood Truss Council of A One WTCA Center 6300 Enterprise Lane Madisol 608/274-4849 • 608/274;32 K. w ww.woodtruss.corn • wtcaQ�w .,f. Reproduction of this .document, 16 any foirhi, is ppo WE {li9aming; M=HUo eeooammmemernuiano_M—R ,51 per'-`�'�r.; .- T►ussiechnolDpll 1' n�menecnox en°cmo O sr°'ewm — :.+^d'.�..�'s�t onG�.�:. 4VARNIH01' Wood Truss Council of A One WTCA Center 6300 Enterprise Lane Madisol 608/274-4849 • 608/274;32 K. w ww.woodtruss.corn • wtcaQ�w .,f. Reproduction of this .document, 16 any foirhi, is ppo WE {li9aming; M=HUo eeooammmemernuiano_M—R 1' n�menecnox en°cmo O sr°'ewm — °NeM 7i1116�6N°SCINO � � �3 S, uses Technology IN BUELDI T R(c'x:r t- •�-1 w1l nfoimatiorial series designed to ���� , f adr����e�sstle%issues and' questions r, �i ace r professionals in the i ,0. c ulldip' g r ction process � ovist u .. r�L' snc� Nood; ttuss o pcll of,,,, merrcaV-106 : N should appear in more than one color. C C GENERAL. FamliiadI with 'Is CONS DESIGN DOCUMENTS, the TRUSS DESIGN DRAWINGS, and TRUSS PLACEMENT PLANS (If required by the CONSTRUCTION DESIGN DOCUMENTS) is required to property erect, brace, and connect the trusses to the building system. Al of the care and.quallty involved in the design and manufacture of wood trusses can be )eopaidizad If the trusses are not properly handled, erected, and braced. THE CONSEQUENCES OF IMPROPER HANDLING, ERECTING, AND BRACING MAY BE A COLLAPSE OFTHE STRUCTURE, WHICH AT BEST IS A SUBSTANTIAL LOSS OFTIME AND MATERIALS,. AND ;ATWORSTISA LOSS OF LIFE THE MAJORITY OF TRUSS. ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESjGN OR MANUFACTURE, Prior to truss etecdcri, the hullder/erector shall meet with the erection crew for asafetyand planning meeting, making sure each crew member understands his or her roles and responsiblllas during the erection process, TEMPORARY ERECTI®NB, R IN Trusses are not marked le any way to Identify the frequency, or location of temporary erection bracing. All temporary bracing shall comply with the' latest. cedition of Commentary and RecommendatPons' for. ncling, installing & Bracing, Metal' plate tonnected Wood Trusses (HIB), published by the Russ Plate Iristtute, andlor as' specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer.- PERM esigner.PERANE T° TRUSS B.RACING Permanent bracing for the roof or floor trusses is the responsibility of the bulling designer and should be shown on the CONSTRUCTION DESIGN DOCUMENTS. Rermanent bracing locations for Individual compression members of a wood truss are shown on the TRUSS DESIGN DRAWINGS, and shall be installed by the building or erection contractor. This bracing is needed for the proper pedorn- ance of Individual trusses within the roof or floor system. The design and connection of the bracing to the it and then to the overall building system is the responsibility of the building designer, and Is in addition to the permanent bracing plan, which is also Specified by the building designer. SPECIAL D'� -R.EQU,IR'EMI S Special design requirements, such as'wirid bracfhg, portal bracing, sefsinlc bracing, diaphragms; shear walls, or other load transfer elements and their connections to wood trusses must be considered separately by the building designer, who shall detefrhins size, iocathr , and msec m of connections for al, bracing as needed to resist these forces, UNL0API G & �IFIING A1i01® LATERAL BENbl-Nd NEVER HANDLE TRUSSES FLAT Beginning with the unloading process, and throughout all phases of construction; Care must be taken to avoid LATERAL BENDING of trusses, which can cause damage to the lumber and mete! connector plates at the joints. USE SPECIAL CARE iN WINDY WEATHER, IF USING A 'CRANE WITHIN 10 FEET OF AN ELECTRIC UNE, CONTACT THE LOCAL POWER COMPANY. IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, CONTACTTHE AIRPORT 30 QAYS TO ERECTION TO LEPRIOR LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. JOB -:SITE HAN D LING - Spreader bar for larger trusses i ht'., ALL TRUSSES SHOULDSEath b PICKED UP. AT THE TOP CHORDS IN A VERTICAL POSITION ONLY Proper barrding,end:srtiooth.giotinof SlIOW for unloading of, trusses without damage. This should be done as close to the building site as possible to minimize handling, DO NOT break banding until installation begins. Hand erection of trusses is'aiiowed, provided excessive lateral bending'IS prevented. DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND It Inrsses are stored ventral , r N they shell IA .meed al a 11 trusses are stored henler t' ay, ploddng,ehouftl be used manner Iha[ will prauenf flppng or toppeiig. General cutting of the banding Is done Just Prior m bistallatlon. N. ' on Night lo.ten root centers, or ae required; to-minlml. tatw.at bending and moisture gain. CARE SHOULD BE EXERCISED WHE During N REMOVING BANDING TO AVOID. DAivL4GftJG-ftU" SSES to . long tern storage, trusses shalf.lie'protectdd Win envlronmeihi to. a- mannastiatrprovides r adequate ventilation of the trusses. It tarpaulins or eater mater al Is used, the ends sh Ill Ee lett open for ventilation. Plastic Is not recommended, since it can'trsp moisture,. ; '., ; . +.; '. •.•. r H01Sa4;TI;: I.�,� ALL TRUSSES THAT ARE ERECTED ONE AT & TIME SMA"L^L' r " 19 r ar .s .• , :st „a BY THE ERECTION EQUIPMENT UNTiL SUCFJ':SIME AS;ALL=:aECESSAR BRAC NIN G. ASSBEEN "� INSTALLED ANDTHE ENDS OFTHE TRgSSES:ARE SEE)JRELY; FASTENED'T 71THEBUILDING'tN f' t' �� ^• ,: r { -G a:iP Err A ' Use spreader bar In ALL other cases. It should be noted that the lines from the ends of the spreader bar 'TOE IW; If these fines should "TUE OUT" the truss may fold In halt STRONGBACKI SPREADER BAR STRONGBACIO SLAR.,pps ars to ar4..truss 0 fe ' '—"'j I AP t��y4Tagline war 60 feet 11 -over 60 feet For p L TagME GiHrig tosses with spans h. excesa.of 60 fee It is recornrriended that•a strongback/spreader baz. be used as lltisirated The strongbadkt e reader. bar should ba ahacherf, m, the top chord aril web members.at Intervals of approximately 10 feet Further, the strongback/§pieeder bar should be at or above Ura th d -height of ihp.tnras'to proven; oyertuming. The strongbacli/spreader bar can be of any material with sulk ant strength to safely carry Ina weight of the buss and sutidenl rigidltyto adequatey resist betiding of the truss. 3)WESMEMSER PLANE �f'BRACINO;AS $HOWN, pO NOT UBE',SHO,IjT;BlC1CIC5 TO BRACE BEGINNING THE EPEC N0` N PA c W- IS CRITICAL IN PREUENTING.:rs(y$sEs'FFloin ' INl]IVI 0, 4LO US5ES,VVIT11 o b A Ris tmporlentfor lhebuUdaror cmcdor, caretramarroptwWeaubsten8albmdngtortheflrst tore erected.The twoc�,noca LEANING OR DOh11NCIPIG`. RE PEAT W.SHOWN TO SPECIFIC 9FiACING FLAN waves ME tin the .•esT of the flret eat are dad to erhd rely vaso Bre first tress for s1SblUty. LJYexiae, soar UUs RrSt set of CREATE A SUCCESSIGN'OF RIGID UNITS ' . wases lo atleghrately. oroes•breasd, me remeWng ifUSeaS installed fey upon this Raisal or staMny, Thus, the podanh' ConNrm�,• X-bra¢fRg DETAIUNG'tH=1R USE ~ ante of me trues oradtig;.tryaism depends to a great eAeN on how was the first group of Weare brotiod, lateral bractn9 AROUND BRACE ,.EXTERIOR GROUND BRACE • INTERIOR One galls factory method floe Pia Brmtunit of trhsamole to Anomer atil4^fectory method wham hoot at building or Web membara I+•=7Sf"-1S a seder of braces thatre attaive an, �to'o elake driven Inst ground cord.* bradng from the Swatter is to mac max. the ground and securely enchomd. The ground braes tie the Bret those ifgldly In place Imm the Interior el the Uself should be supported'¢d shown below or It Is apt to floor level, prcAdedthe near Is cubstanllatly completed _ X-btaehg Should be Installed on verBdaf 'unto membe a buckle: Additional ground braces In the opposite and capable d supporting the ground bracing loroec, whe rvar possible, at or freer lateral bracing.. Pyv`rood direction, Inane the bulldmp, ere also recommended. Securely lasten the Ural fuss to the middle of the bund- sheathing may be subdisted for Xbraeing. Note: Locale gmurid braces Ino Brace the bracing Similar to ex(erla grmund bracing or first trust; directly in line shown W left. Bel truases from the middle tmvard the, and Walt members with all rows, of top chord con•. of the buhdIng. Property aroae�brece the fgW'set of Unuous lateral bracing (esher rn�i bemom r moving goor'braaea end setting P ¢ 'lb . hrnelrtig BRACING REQUIREMENTS USINGT.HE temporary or pertnenent). �, g SAME PRINCIPLES APPLYTO ✓ 2nd, 3rd 8 4m tnssas \ PARALLEL CHORD TRUSSES b' Rret,truea \� . 2. X 4 m)nimlim Temporary support wail ,e or tamporery scaffolding - helps when Installing ,eam'.dsF Bell= chords S . Flat truss to be wag Gong dear span busses) . Ground bre ream braeedbatoNote; Top chords and some Web membere am not onits. faedb Brace mite bradrig fumm, N order m male dravehip more res labla. ' Baanng for trusses Ground bracing Ground stakes Minimum ricin ted•, - La,are. STACKING MATERIALS 1 �tileHeadedNenaDD'NOTP.ROCEEDWITH BUILDING COMPLETION UNTIL `ffi4 minimum size 1g ALL BRACING IS'SECURELY AND PROFEFILY IN PLACE ' U •r 6oeaawumenbeew.n. r�, j1 1. This lav repreashm . 1 t t2' emanation ground hour on 8448 story applies, one 1 Chord r 'INADEC.UATE Sl=^OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE i 11. CT1ON TCLERAN'CE C%`; 7IY•'. `;b Lengih Length let 01 •,` •ibB n of 2' V l;ength189o'3Y . 1' Lan gth;trio 32 a t' Bob `�1:Leng1H'32"steer,. Y Lengtn 32 6 over = 2' ). :araNan tderancas `(eicillfPc ectifORD. einaccepsbo tool of floor line, ANDTO ACCOMPLISHING ACING: S`e8Ing•htisaee tNtiilA tole'aribe lfte IleaWme a@ prevent the need tar me hazardous pracBce of y'eUntptrueeestwhenvaf ehtuuN'jtA of;ruol.tSdrlNa�aiainsratiedTnsess leaning or bowing on cause none Utarca';4fieii:biieelhiilg;lesppnedLehdjoreeietiumuletlf'e'aveaeee on the bracing, which b a hequam cause !HP.N;SHEATHING;MAKE SURE N/UL9.7�gE'DAIV—EN "TO, TOP CHORD OPTHETRUSSES TRUSSES ON ?? i :Uyif•rDO:NOT WALK• ONTRUSSES aSES;i t}r ;AR'.'GABL'c ENDS LYING FLAT etc, that are!pitd. ppprgng�,ein ecourataly'vendtp'rp,Pg�jv>MP,(ep@`�rt}g(� attached belbrikttisrmaelel('dUtjni:beyq shall aver bo irstelltid:oisandharsenlled pantry conneL9honsd6lhe eupparithg atr "11NG:.SCABS:ID'�-TkE-END OF THE 13FYACEi4FrfE: FJRSTl7Rtl98 p9 NOT RE, (eheathmg), Plene'2) Bottom Chord to trusses, ' dtmcbcm of nailing / nails brace i dimdbn \ of torte t WELL NAILED PERPENDICULAR TO FORCE) i -MENTS FOR 3 PLAN appned (o fibres planes of the. idol'syauun fo eatire h (oallag plane), and Plane 3) Web Member plane 1) TOP CHORD PLANE. Mostlmportant to theounder or ...Eco him r Is oradng In: the' plane.a Uro top Chord. Tnise top bhtirds sie suscept@le to lateral budding before they am bracad or shsathed' Top Cho ConWuouslateral Web bracing Botlaro bhore Diagonal 6111cing MUtmum 9x4x1 OP fi• lateral bracing otrusses ped aN war two trusses ate each and. � Not to scale. PLAN OF ROOF steb)IRr..sP S;td 1):Tbp Chord or Ncal per, perpendicular 2) BOTTOM CHORD PLANE In order b hold proper spacing on'the bottom chord, temporary, btadng is recommended on me top of the botloin chard. Continuous Web members lateral bracing NEVER STACK MATERIALS ON UNBRACED OR INADEQUATELY BRACED TRUSSES NEVER STACK MATERIALS NEAR A PEAK I NEVER STACK MgTEFtALS' ON THE CANTILEVER.OF fA TRUSS 9 NEVER OVERLOAD SMALL GROUPS OR SINGLE TRUSSES.,POSITION LOAD OVER AS MANYTRUSSES AS POSSIBLE. NEVER CUT ANY STRUCTURAL MEMBER OF ATRUSS. Phdflorm must be rigidly braced Proper distrlbutien of•eonstrueUon materials Is a ritual during construction. out - Wall Acceptable over load ` bearing wall Always Stack material. war two cr mare trusses, Not to exc'aeti A`0• maxim" from beating 4Y]'... .. 4,D, Roofing and mechanical contractors em Cautioned to cult§ materlilo.ony aldng outaide'supponing members m dirsdly' oder bhelde supporting m¢meere.Trusaee are not deslgned lot dynamic loads U.e., moving Vehicles). Etherna cera should be taken when loading and Stacking construction materiels (rolled roofing, mechanical ecruip- mem, eta,) on the roof a) Uoor•eypmrh Sleepers, n UI . n i... ...-- .. . Ponel pelta; Blaeperm br meohanicai equipment Should be located Eu penal paints ttdiiite),ir over main Supporting members and only on loiases 'mat have been designed tar Such loads. CAU TION NOTES Erfcm m building Wes and/or dimensions, or errom by others Shall be cormc(ed by the contractor or responsible construction trade mtbcontraecor or suppler BEFORE emdion of Mons begins, Cutting of nommnrduml ovemangs Ig considered a pen of narmsl omdlon end shag be tone by the buster or erection Contractah .. ... . Any field modfxation that imahms the cutting, ddlling, or relooadon of any Structural truss member or connector plate shall not be done without me eppmval or the -truss manufacturer or a saansed design profeWanal. The mslhade' and craaddos aumned are intended Meant m that ms overall cons rucif todMlquoa wt+Pb1'ed will put door and dict uu®ea SAFELY b plem m a completed eoucarre These ranslnrneMelldm far bileouhg wood trinsea.odginme from tin catteettve op,. frames or leading technical woo incl ti, me ;woad tryst mdud.M but moan duo to me hath d raspon.11, ee Imonme. be' presemec anty aS a Guim for — by a quaellW mcri hg daelgnsr aulldar, or cmclim comrsotta Thus, me Womf Truse Cotindf of ArneAch o wreearydls:tahna any mRponmo➢gy for demegee ad" from the use, eppgeaaor% or rah6ce on the moommeaeffe6 tine Suctme• lion oures had hemin Selected taw andjigures referenced or reproduced from HIB end DSS by permission of me Three Plate InalUw, witnsdn; WL ' 'Lang Spens, neehy loads or other spacing configurations, WOOD TRUSS, COUNCIL OF AMERICA fiXACT gPAC1NG'BETWEEN TRUSSES SHOULD BE may mquim closer spacing between lateral bracinfl and 1b One; WTCA CentBf MAINTAINED AS BOACING iB INSTALLED to alxrid Ute ddear Ntervale between diagonah. Consuir me building ' haiardoue pracd'a yi'rgmaifng.brec)pig to edfus1sga� deelgner, MIB,.OSB /ReeddrmenCed Design 5pednraUon 6300 Enterprise Lane tri§: Rill: fdr',Temponlry .`&toing ol. Metal -Plata ConnBeted lNood _. , o�dl "..g ar;?d!itq+'optt;dauea louSires'to 7Tuases' pr WT "Russ Tettombgy'br Bulldera .Madison; WI 53718 topple U co o aorto s aro a ooVedatt} e. yt ong U pd, Tempemry B eiI g 'i 608/274-4849 i 6011274.3329 fax wtdaC� voodtiusa.corn;%'www:woodtruss com DfAGO AL. 01 CRQS�=6RACltQG ISN RY IMPORTANT1 capygNotaeewozwdpdTaa�canauntAma,aa �... , • ' ' ' pwwn i,iri ,.win r LUMBER SPECIFICATIONS; SHEATHING ON ONE FACE REQ. 2X4 #2 DF -L CHORDS SHEAR DESIGN BY* OTHERS 2X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING culo!,T FOR 2x4 70 MPH WIND LOADING -o s1- - FOR GABLE ASSEMBLY GREATER THAN 5'-10" IN HEIGHT SEE GE -T, ADD-ONSIZE, AND r` GRADE AS TOP CHRD VATH U 16d NAILS AT 12` O.C. y ADD ON SPLICE TO OCCUR VARIES AT PANEL POINTS WITH CLUSTERS 2-18d NAILS A 3-5 OUTLOOKER DETAILS HORIZ. VENT MEMBERS , NOT REOUIRED rO FFOr -SSrp 41 ��� � � • ME Fye m Q N 0 5982 :0 F E pp 12/.31/02 >Y . ME SI E SS q,E OF ^AI 1: GALE END DETAILS• CUTOUT FOR "2X4 1.5-3 ONE SIDE AND (2) 14 GA 2" STAPLES .ORI OTHER SIDE OR. (5) 2" 16 Go. STAPLES 12 x --� VARIES. 3-5 MIN. OR PLATE AS ON �-3- 5 FULL BEARING WALL OPTIONAL CANTILEVER q fel r n UP TO 48" WITH STUD. 0WALL UP TO 24" O.C. UP TO 24" NO CHANGE SEE OUTLOOKER DETAIL "1 .,1-1 1 2 BEVEL, CABLE END FRAME GABLE END FRAME - 2X4 DIAGONAL BRACE AT CENTERLINE OR AT 16'-0" O.C. MINIMUM BRACING DETAILS - -SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REOUIREMENTS . 16d AT 24' O.C. BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS DN THIS PAGE ARE SUGGESTIONS ONL`t AND ARE NOT TO BE UTILIZED' WITH OUT THE BUILDING DESIGNERS APPROVAL. SEE TPI HIB -91 FOR OTHER BRACING RECOMMENDATIONS SECTION A 2. - 16d NAILS DIAGONAL BRACE AT :. CENTERLINE OR AT 16'-0" O.C. AS' DEC. 6 W I � a o 1.5-3 ONE SIDE AND (2) 14 GA 2" STAPLES .ORI OTHER SIDE OR. (5) 2" 16 Go. STAPLES 12 x --� VARIES. 3-5 MIN. OR PLATE AS ON �-3- 5 FULL BEARING WALL OPTIONAL CANTILEVER q fel r n UP TO 48" WITH STUD. 0WALL UP TO 24" O.C. UP TO 24" NO CHANGE SEE OUTLOOKER DETAIL "1 .,1-1 1 2 BEVEL, CABLE END FRAME GABLE END FRAME - 2X4 DIAGONAL BRACE AT CENTERLINE OR AT 16'-0" O.C. MINIMUM BRACING DETAILS - -SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REOUIREMENTS . 16d AT 24' O.C. BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS DN THIS PAGE ARE SUGGESTIONS ONL`t AND ARE NOT TO BE UTILIZED' WITH OUT THE BUILDING DESIGNERS APPROVAL. SEE TPI HIB -91 FOR OTHER BRACING RECOMMENDATIONS SECTION A 2. - 16d NAILS DIAGONAL BRACE AT :. CENTERLINE OR AT 16'-0" O.C. AS' DEC. Job Name:, Burn Repair WARNINGRead all notes on this sheet and give a copy of it to the Erecting,.Cppgn tf5ifor This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer -.d �J i jV and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the to cho d]7-^-�: Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise <�L Cuusst/�L: John { Harvey W>ii �- r / �►V f t 1 � 000$_300001 Dsgn r • RP #LC = 1$ WT' 12 %# ' Truss ID: 04 Du r-Facs L=1.25 P=1.25 Rep Mb r Bnd 1.15 Qty: ; , °4 ' BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec ' ANSI/TPI - 1995 UPLIFT REACTION(S) • Tp !�USS 1 0- 1-12 957 3.50 1.50 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -239 lb 2 24-10- 4 957 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. 8.00 psf Support 2 -239 lb BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss is designed using the on the truss material at each bearing (BCSI "3) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 WOnofrio Drive, Madison, UBC -97 Code. Desi g n Spec MAX DEFLECTION (span) : TRU SPLUS 6.0 VER: T6.4.1 FWisco.sin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW. Ste 800. Washington, DC 20036. TOTAL Bldg Enclosed = Yes, Importance Factor - 1.00 IN MEM8-9(LIVE)Truss Location = Not End Zone LL/99p0 CRITICAL MEMBEROFORCEST= -0.62" HurrBldgTLenethceanLine = No ft. B�dgxWidthegor30.00 ft TC COMP. DUR. / TENS. OUR. CSI 40.00 Mean he ht = 12.77 ft, mph = 7375 1-2 -3449 1.25 / 750 1.60 0.95 roof g UBC Standard Occupancy, Dead Load = 10. psf 2-3 -25331.25 / 510 1.60 0.26 3-4 -2533((((((1.25 / 510 1.60 0.26 4-5 -3448 1.25 / 750 1.60 0.95 BC COMP. DUR. / TENS.(DUR. CSI 6-7 -643 1.60 / 3232(1.25 0.68 7-8 -645 1.60 / 3217 1.25 0.55 8-9 -645 1.60 / 3217 1.25 0.55 9-10 -643 1.60 / 3232 1.25 0.68 WB COMP.(DUR.)/ OUR0 0C0SI 2-7 9 0.9 5 2-8 R FESS/0 3- -12(. 1271 0.70 3(1 60) 7 .25 -8191.25 3(0059 Q D A )%TENS. 4- 97(0.9.0 �O 8-0-0 4-6-0 1 4-6401 8-0-0 1 8-0� 12-6-0 17-0-0 25-0-0 1 12-6-02 12-6-0 LU m 76 1 3 4 5 Cr - F5 -5--5�0D p, 0E/3 7 * 4-4 s C 2.5-4 2.5-4 F FC 1F 517t 6-4-5 1.5-4 3-0-10 1.5 SHIP 2.5-10 2.5-10 _ _ 0-3-15 0-3-15 Jo B1 td[ 0 8 3.Oq-3) 00 0 8 12-2-8 r 12-2-8 2u0.0 lk 25-0-0 I 6 7 8 9 10 4-6-0 460 8-0-0 8-0-0 12-6-0 17-0-0 25-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.),'H"(16 ga.), or'MX"(TWMX 20 ga.), positioned per Joint Details Report1 Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap With structural plates (or sla`�I�)1 i i L t 4/20/04 Bi ® HOMEWOOD WARNINGRead all notes on this sheet and give a copy of it to the Erecting,.Cppgn tf5ifor This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer -.d �J i jV and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the to cho d]7-^-�: Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise <�L Cuusst/�L: John { Harvey W>ii �- r / �►V f t 1 � 000$_300001 Dsgn r • RP #LC = 1$ WT' 12 %# ' T l e psf �/ Du r-Facs L=1.25 P=1.25 Rep Mb r Bnd 1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any c D a psf®I 090 Rep Mb r Corns 1.00 Tp !�USS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector. plate corrosion. Fabricate. handle. install 'Joint BC Liv2 0 psf Rep Mb r Tens 1.00 4445 North ark Dr. and brace this truss In accordance with the following standards: and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI Responsibilities,'BUILDING SAFETY INFORMATION'- BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 CO )O Springs, CO 80907 1', WTCA 1'- Wood Truss Council of America Standard Design COMPONENT (BCSI "3) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 WOnofrio Drive, Madison, Desi g n Spec UBC -97 TRU SPLUS 6.0 VER: T6.4.1 FWisco.sin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW. Ste 800. Washington, DC 20036. TOTAL 33.00 psf DEFL RATIO: 24 L/240 TC: L/24 - Job Name: `urn Reaair Truss ID: 02 Qty:.; `6 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 974 3.50" 1.50" 2 18- 5-12 216 3.50" 1.50" 3 24-10- 4 919 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) - LL/99pL9 IINN MEM 7-81177(LIVE) CRITICAME%Elkot6 ESTo -0.34" TC COMP. TENS. DUR. CSI 1-2 -1617JDUR,J� 1.2277 160 0.482-3 -1405 1.25 238 1.60 0.36 3-4 -1265 1.25/ 224 1.60 0.714-5 -13841.25/ 230 1.60 0.36 5-6 -14741.25/ 241 1.60 0.40 BC COMP. DUR. / TENS. DUR. CSI 7-8 -192 1.60 / 1446 1.25 0.48 8-9 -91 1.60 / 1265 1.25 0.58 9-10 -162 1.60 / 1314 1.25 0.58 10-11 -161 1.60 / 1311 1.25 0.41 WB COMP. DUR. / TENS. DUR. CSI 2-8 -294 1.25 / 155 1.60 0.08 3-8 -2 1.60 / 3851.25 0.16 4-9 / 264 1.25 0.11 5-9 -140 1.60 / 99 1.60 0.04 5-10 -132 1.25 / 62 1.60 0.02 TC 2x4 DFL #1 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Install interior support(s) before erection. Permanent bracing is required (by others) to ANSI/TPIrevent r1-1995noroANSI/TPI 1-2002. and PLATING BASED ON GREEN LUMBER VALUES. Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Mark all interior bearing locations. Drainage must be Provided to avoid ponding. Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. 12 7-0-0r' 5-8-6 3-1� 6-6-4 7-0-0 N ow 15-4-3 18-5-12 25-0-0 12-6-0 t 12-6-0 t 1 2 3 4 5 6 5 00 i 5-0-0 This design based on chord bracing applied WARNING Read all notes on this sheet and give a copy of it to the Erecting Contij-Cid'if per the following schedule: ® max o.c. from to WO: DCr.'IrVE_ V_'�f,O�'3 Y� '00005_100001 �'IV � TC 48.00" 9- 2-14 15- 0- 0 •are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads UPLIFT REACTION(S) ' r 1 Tc 7Ll V I 1&X0�pSf / 1V 1 Support 1 -224 lb HOMEYY OOD Support 2 -44 lb Support 3 -211 lb TC Dead 9-00 psf This truss is designed using the UBC -97 Code. ;' Bldg Enclosed = Yes, Importance Factor - 1.00 ® TRUSS Truss Location = Not End Zone BC Live 0.00-"psf Hurricane/Ocean Line No Exp Category - C 40.00 ft, Bldg Width 30.00 ft 4445 Northpark Dr. Bldg Length = = Meanro BC Dead 8.00 psf UBC Standagg PPCASEn#1�DESIGNDead L Colo Springs, CO 80907 LOADcLOADS _10:2-psf----_-_ Dir L.Pif L.Loc R.PIf R.Lo LL/TL TC Vert S0.00 0- 0- 0 50.00 25- 0- 0 0.64 BC Vert 16.00 0- 0- 0 16.00 18- 7 8 0.00 BC Vert 24.00 18- 7- 8 24.00 25- 0 0 0.00 ...Type... lbs X.Loc LL/TL BC Vert 60.0 10- 6- 0 0.48 BC Vert 60.0 14- 6- 0 0.00 25-0-0 I� 7 8 9 10 11 9-79-713 5-85-8� 3-1 9 66-6-j 9-7-13 15-4-3 18-5-12 25-0-0 OVER 3 SUPPORTS Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.). positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (%staE 6-4-5 SHIP 2 0-3-15 BUTTE COU14 OF ESS 7r LL 6 * p 6/30/0 CIVI 2 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contij-Cid'if f1ph HHarrvveQy ® This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions WO: DCr.'IrVE_ V_'�f,O�'3 Y� '00005_100001 �'IV � •are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads D %nr: RP #LC = 18 WT' 144# r 1 Tc 7Ll V I 1&X0�pSf / 1V 1 Du r Facs L=1.25 P=1.25 Rep Mb Bnd 1.00 HOMEYY OOD utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom Chord is laterally braced by a rigid sheathing material directly attached, unless otherwise to buckling length. This be in TC Dead 9-00 psf r noted. Bracing shown is for lateral support of components members only reduce component shall not placed any ;' Rep Mb r Comp 1.00 ® TRUSS environment that will cause the moisture Content of the wood to exceed 19% and/or Cause connector plate corrosion. Fabricate, handle, install BC Live 0.00-"psf Re Mbr Tens 1.00 P 4445 Northpark Dr. and bracethis truss In accordance with the following standards:'Joint and Cutting Detail Reports' available as output from Trusval software, 'ANSI/TPI Responsibilities,'BUILDING SAFETY INFORMATION'- BC Dead 8.00 psf 0 C.Spacing 2- 0- 0 Colo Springs, CO 80907 1', WTCA 1'- Wood Truss Council of America Standard Design COMPONENT WTr.A TPI. The Truss Plate Institute is located Sea O'Onolrio Drive. Madison, Design Spec UBC -97 TRU SPLUS 6.0 VER: T6.4.1 (SCSI 1-03) and'BCSI SUMMARY SHEETS' by and (TPI) at Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Ste 800, Washington. DC 20036. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Rvrn Repair Truss ID: 02G Qty: - , 91 ' BRG X -LOC REACT SIZEREQ'D TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 1-12 1005 3.50"1.50 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -231 lb 2 18- 4- 0 68 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -60 lb 3 19- 0- 0 1244 3.50" 1.50" GBL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. Support 3 -286 lb 4 20- 9- 5 18 3.50" 1.50" Mark all interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Support 4 -8 lb 5 22- 6-10 165 3.50" 1.50" Permanent bracing is reqyuired (by others) to Install interior support(s) before erection. Support 5 -35 lb 6 24-10- 4 252 3.50" 1.50" prevent rotation/topplingg See HIB -91 and May use adequate staples for gable blocks. Support 6 -77 lb BRG REQUIREMENTS shown are based ONLY ANSI/TPI 1-1995 or ANSI/TPI 1-2002. BUILDING DESIGNER MUST VERIFY GABLE LOADS! This truss is designed using the on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. (+] gable bracing required 0 58" intervals, UBC -97 Code. MAX DEFLECTION (span) • if exposed to wind load applied to face. Bldg Enclosed - Yes, Importance Factor = 1.00 LLL/999 IN MEM 7-8 (LIVE) See "General Gable Details', C0020155035. Truss Location - Not End Zone CRlAa MEMBEROFORCES: -0.24 BldgHurriLenethc=anLine = No 40.00 ft, BidExp Widthegory0.00 ft TC COMP. DUR. / TENS.(DUR.) CSI g 33 1-2 -1635 1.25 / 0.56 Mean roof height - 12.77 ft, mph 75 2-3 -1321 1.25 / 0.57 UBC Standard Occupancy, Dead Load 10.2 psf 3-4 -382 1.25 / 60 1.60) 0.66 ----------LOAD CASE #1 DESIGN LOADS ------ --------- 4-5 -167 1.60 / 336(1.25) 0.71 Dir L.Pif L.Loc R.Plf R.Lo LL/TL TC Vert 80.00 0- 0- 0 80.00 25- 0_10 0.40 BC COMP.(DUR.)/ TENS.(DUR. CSI BC Vert 16.00 0- 0- 0 16.00 25- 0 0 0.00 6-7 �/ 1449(1.253 0.56 7-8 -213 1.60 / 653((1.25)) 0.54 8-9 -478 1.60 / 51 1.60 0.46 9-10 / 0.30 WB COMP. DUR. / TENS. DUR. CSI 2-7 -498 1.25 / 9 1.60 0.10 3-7 / 712 1.25 0.29 4-8 -635(1.25) 768(1.25) 0.31 Q F E Slp� 4-9 -1290(1.25)/ 0.19 6-0-0 660 6-6 0 6-0 6-0 0 1 6-0-0 12-6-0 1 s -o -o 25-0-0 X, �F t 12-6-012-6-o t 1 2 3 4 5 �j l 5 oo -5.00 U - LU 4-4 � '0307 � SEE NEW JOINT REPORT 5_ _7 1.5-4 3-4 ADD VERTICAL WEB 6-4-5 cS F� SHIP 2.5-6 2.5-4 2 = 0-3-15 2.5-4 1 0-3-15 B1 5-6 2 4 SEE NEW JOINT REPORT I 18-4-0 0-0 0- ~ r 25-0-0 6 7 8 s 10 N .2278 -C 8-0-0 s -o -o 1 4 Q s -off 8-0-0 17-0-0 cQ ch, 25-0-0 TYPICAL PLATE: 1-3 OVER SUPPORT AS SHOWN EX : O6I30cl V1 t /,� TruswaI Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Details Report. L1���,�T 4/20/04 Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). t'S WARN/NURead all notes on this sheet and give a copy of it to the Erecting Cdnti'a"cior`.. 'C st- ohn Harvey This design is for an Individual building component not truss system. II has been based on specifications provided by the component manufacturer Is for dimensional Dimensions `WO: Drs Jelfld$50404_L00005_300001 J 1, Y ® and done in accordance with the cunent versions of TPI and AFPA design standards. No responsibility assumed accurecy. Dsgn r : RP f #LC = 18 WT: 211# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf Du r Facs L=1.2 Rep Mb Bird 5 P=1.2 5 1.00 utilized on this design meet or exceed the loading Imposed by the local building code and the particular applicatlnn The design occumos that the [up chord is laterally hreced by the roof or floor aheathhrg and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise IHOMEIn/OOD Bracing Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 9.00 psf r noted. shown Rep Mb r Comp 1.00 ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf Rep Mb r Tens 1.00 4445 Northpark Or. and brace this truss in accordance with the following standards: and Cutting Detail Reports' available w output from Truswal software. 'ANSI/TPI Truss America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf O. C. Spaci ng 2- 0- 0 Colo Springs, CO 80907 W1'Council of 1', TCA -Wood (BC51 1-03) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 563 D'Onolrio Drive, Madison, Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.1 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Ste 800, Washington. DC 20036. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24 - ESIDENTIAL 028-061-017 PERMIT#95-0884 ? HARVEY, Virgil, Sharon, John & Lorri �• 28 Brown Blvd., Oroville �•�� New Single Family i r .Y t , i A! OFFICE .COPY ^ -� Address i GAS Meter By ELECTRIC Date Meter By "D A JOB FINALED (Date) " — Signature 1 S , - ESIDENTIAL 028-061-017 PERMIT#95-0884 ? HARVEY, Virgil, Sharon, John & Lorri �• 28 Brown Blvd., Oroville �•�� New Single Family i r .Y t , i A! OFFICE .COPY ^ -� Address i GAS Meter By ELECTRIC Date Meter By "D A JOB FINALED (Date) " — Signature 1 V=OK O=Not OK • = N t Reeaadyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete ` 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / P'L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE NOME INSTALLATION (Plana) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line t 3.. Gas; MH Teat -Demand -Valve -Connector v 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fail -Flex Connector ' 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy e N, MISCELLANEOUS Date/initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectore Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures' 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh i .. 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plana) 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, Distances-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 LaAtg. • , - Boxes-Enclosures-Panelboards-Ins. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test "'. V=OK O =Not Not Applicable RESIDENTIAL - =• - = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s QiFfg., Main; Soils-Elec. G&d=/,6(t; Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped ars-Fireplace Ftg.-Steel (SBC ALV.; Fall -Fitting -Test -2 Way C/O -Sewer Test r( e< 10. UF,,Gas Pipe; Size -Anchors - yard ge g:sivir--tesAf ater Pipe; Test -Anchor -Regulator -Service Test 0.+12. Electric; Underground _ 3-12iarwms & Ducts; Clearance -Material -Support -Ins. IIs -Anchor Bolts-Joists-Vents-Cri & Ventilation 16, Insulation Date/Initials PIUMHING (Permit) OK except #'s �1 eter Htr.; Vent -Access -Combustion Air-Baf ,,7,water Pipe; Test & Anchor -Nail Protection n') (/.�1$!_/b W.V.; Test -Fittings & Anchor-Naii Protection Pan; Test, First Floor -Tub Access & Shower, Second Floor -Tub Access 3; Size & Anchors Date/initials ELECTRICAL Permit OK except #'a 2. Fixture & Transformer Clearance -Ins. Protection Alec. Receptacles Spacing -Lights & Switches at Doors Sizes & No. of Conductors -Stapled omex Installed Close to Edge of Studs & C.J. Muip. Ground made up w/Meth. Fastners-Bond Gas & Water '2 iance Circuts in Kitchen & Conductor Size/GFI 8. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. u or Al UA Range Circ. / / ga. Cu or AI -Oven Circ. / ga. Cu or Al. Ins lated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground -Main Disconnect E2ip. Clearances Panels -Motors -Mach. Equip. CI Closet Light -Shower Light -Spa Light Smoke Detector --Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support . Vent Fan; Exhaust above insulation S 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Single & Duplex) Date/Initials FRAMING IContinuedl Cing. Joist-Rftr. ties -Purl in -roof Brac-Truss-Shthng.-Rfng. _ies or Type A Flue -Fireplace Throat clearance Attip Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions x/50. Garage Fire Protection, Framing L, -*ST- Property Line Firewall & Openings 1--_-52-Ext. Doors -One 3' -Check Garage -3rd Story. 2 Exits k_ 53. §%i , Width -Headroom -Rise -Run -Landing -Fire Protection L�plywood on Roof Overhang -Attic Vents -Rafter Outriggers '!/S5. Sidino-Nailina Veneer ,_ 56. co Mesh -Drip Screed -Fd. Vents-Underflr. Access z' g Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts.: 59. Insulatiori-Walls-Ceilings 1 . Infiltration -Walls -Windows Date/lniti fans) OK except #'s Steps -Door & Sidelight Protection -Landings Smoke Detector rnace; Vents -Clearance -Comb. Air -Connector- / arage; Above Floor -Ducts -Mach. Protection 4. Boom Exiting Q.F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel; Breaker Sizes & Labels ""-dT-St&rs & Rails `^ 15971ireplace or Stove; Clearances -Hearth 1"697Erec. Out is at Wood Panel; Int. & Ext. i . & Appliance; Grnd.-Air Gap -Cooking Clearance . Outlets & Receptacles at Kit. Counter L e Fire Door, Swing -Landing -Closer t--7TAC. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection Elec. & Mach. Equip. Listed for Location 7&. Ele Receptacles in Garage; (G.F.I.)-Romex Protection nsulation-Foam-Looked in Attic es lu ails & Deck Construction -Post Caps 79. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 80. Following instld.; Drive, U-blo; Walks 13 Yes -Q-W, El Yes eq. St -co, Brown -F 82. A.C. Unit; DWbnnC-t'EJk6iri611l, Plumbing t 83-kto is Above Roof Plbg: Applf ce-Fireplace: Clearance to penmgs ter Well, 's nect, lectrical, Plumbing to or Elec. Trim; G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 4 a&_CQxm"opwfr6m Previous Inspections 89. Gas _ eters Tagged; Gas -Electric 90.--Wadr & Sewer Connected -C/O to Grade -HD Approval WrAergy Compliance Certificate -Wer Certificates / Date/Initials FRAING Plans Comments at Flnal: OK except #'s � 39. S' roper Material & Anchorszo— r s Studs -Nailing, Spacing & Bracing -Plates -Sound 1. ng Wells over Girders & Floor Nailing ft Stop in Walls (rat proof) Stops; Furred Ceilings -Stairs -Chases -Tub 44.. Headers & Beam -Size & Bearina P1 a , COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-061-017 ZONING BUILDING PERMIT OWNER HARVEY, VIRGIL, SHARON, JOHN T 742NE 1569 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1028 R 55,512 14 BROWN BLVD OROVILLE, 95966 CONTRACTOR'S NAME I TELEPHONE 2,964 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER UNMOWNGOLD COUNTRY BANK LENDER'S MAIUNG ADDRESS 317 4TH ST MARYSVILLE, 95901 .. ARCHITECT OR ENGINEER I LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS 28 BROWN BLVD LOT NO. SUBDIVISION'S NAME USEOFSTRUCTURE SFU Duplex ❑ Mobilehome ❑ Other PARCEL MAP TYPE OF WORK NewYd Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law Jdr the following reason: IV I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered'for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation 1 of one hundred dollars ($100) or less.) /I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comply with t se provisions. X r�� --- Date na ure of ppllcant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or corLstructicp of structures over 3 stories in height. 107 Xllff Receipt No. 176149 /1,108.70//176177/17.93 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEVRODCAPPLICANT Fireplace Total Valuation $ 59 2 Filing Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ Penalty $ PERMITFEE $ Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I GI W NO. 20.00 459.50 298.68 23.00 PERMITFEE $ Contractor I MtL;HANILALYtHMII I Filing Fee 1 20.00 1 Heating Cooling 15.00 Hood 6.50 6,50 Ventilation i rn i n rn PERMITFEE $ 7n nn ■ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 Occ-3 coN$ ,TYPE TOTAL FEE $ 1,126.63 HAZ. D. FEE IMP LOO CDF ARC HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ove f r w ' fees have been paid. Cy Date PERMITEXPIRESON �' /J �- t 801.18 'iling Fee 20.00 7.00 49.00 23.00 Filing Fee 20.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 @20.00 NEW CONST. NON-RESID. ( PERMITFEE $ Contractor I MtL;HANILALYtHMII I Filing Fee 1 20.00 1 Heating Cooling 15.00 Hood 6.50 6,50 Ventilation i rn i n rn PERMITFEE $ 7n nn ■ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 Occ-3 coN$ ,TYPE TOTAL FEE $ 1,126.63 HAZ. D. FEE IMP LOO CDF ARC HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ove f r w ' fees have been paid. Cy Date PERMITEXPIRESON �' /J �- t PERMITFEE $ 129.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( a v OR LESS 200A OR LESS ) 23.00 23.00 Main Service ( 200A TO iOOOA ) 46.00 NEW CONST. OR ADDNS. ( DWELLING OCCUP & ACC. BLDS. sG. 7.45 3.5Q FT. NEW CONST. NON-RESID. ( MULTI -OUTLET BRANCH CIRCUITS ) @7.50 POWER APPARATUS & SINGLE OUTLET CIR.) , Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 6AL Q .50 Ex. Occup. I ( FIXED OUTLETS (RESD.OEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring gn nn PERMITFEE $ Contractor I MtL;HANILALYtHMII I Filing Fee 1 20.00 1 Heating Cooling 15.00 Hood 6.50 6,50 Ventilation i rn i n rn PERMITFEE $ 7n nn ■ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 Occ-3 coN$ ,TYPE TOTAL FEE $ 1,126.63 HAZ. D. FEE IMP LOO CDF ARC HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ove f r w ' fees have been paid. Cy Date PERMITEXPIRESON �' /J �- t ,,.¢ 'COUNTY -0 BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above ad ss and should be corrected. Please notify this office when correction of work iscomp d. If you have any questions pertaining to this matter, or need additional explanation, ple contact this office immediately. Dateb—:3 In REV 10/92 �( COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A edg 1 19-1- A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need -additional explanation, please cont is office immediately. REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A -i 04d OWNEk V— PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed you have any questions pertaining to this matter, or need additional explanation, please 50TIact this o e immediately. A W le / J 'Al REV 10/92 .069DV COUNTY OFBUTTE'-'DEPARTMENT OF 69V6LOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-754t, PERMIT NO. APPLICATION AND PERMIT - ASSESSD MBER 10 _fib —0I —OD AZONI�� /4 BUILDING PERMIT OWNER , 1 oN o u �0 1 �PIJ "E i SO. FT. OCC. BUILDING VALUATION �! OWNERS MAID DRESS /� - 114 o JVJIX CA. a CONTRACTOR'S NAME TELEPHONEFYI CONTRACTORS MAILING ADDR SJ Fireplace coNSTRucn J e 0 AJT AJ UNKNOWN Total Valuation Filing Fee $ ,; � 20.00 r LENDER'S MAID O ADDRESS S Permit Fee� $ ARCHITECT OR ENGINEER ucENSE No.Plan Checking Fee .''' $ Energy Plan Checking Fee— - $ ARCHITECT OR ENGINEERS MAILING ADDRESS • Penalty $ BUILDINGAODRESS PERMITFEE $ a PLUMBING PERMIT N F In `Fee 20.00 Each Trap �� %LOT 7.00 NO. SUBDIVISIONS NAME PARCEL MAP SOIa or heat pump water heater 23.00 r USEOFSTRUCTURE SF /Duplex '❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each g4s water heater or vent 15,00 •60 Gas piping system 1 - 5 outlets 15.00 ^(D Building sewer - — -- Mobile Home S G W 15.00ff�ry� - - '�v @20.00 TYPE OF WORK New L/ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ �I n Describe Work: vQ 4 r D PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service( EOev OR LESS 200A OR LESS ) `Service 23.00 Main ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class _ Lic. No. OWNER -BUILDER DECLARATION I hereoy affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: V,lf'as owner cf the property, cr my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for.sale. ^u i, aS owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CON T. DWELLING OCCUP. ORADDNs ( a ACC. BLDS. _ So. 3.5¢ FT. NEW CONST MULTI -OUTLET NON-RESID.1 ( BRANCH CIRCUITS ) @7.50 ( 8 POWER APPARATUS ) SINGLE. OUTLET CIR. I I Ex. Occup. ( OUTLET OR FIXTURES) 20 @° 1.00 BAL Q .50 Ex. Occup. (ourtEErs AEslo.OR 5.00 Temporary Service i 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor F07 _ WORKERS' COMPENSATION DECLARATION i hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Lebur Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT I Filing Fee ( 20.00 Heati g is- Coolin S Hood 6.50 Ventilatio c� PERMITFEE S 00 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith ompI with those provisions. X _ Date _ Signature�of Applicant -owner ❑ Contractor ❑ Agent ` An OSHA permit is required for excavations over 60" deep a�cZdemoj)ti n or construction of structures over 3 stories in height. L ! Mobile Home Installation Fee Is Energy Inspection Fee "D $ - %CONS PE TOY o HAZ. D. MP FL D ARC I PD HD UE This permit is hereby issued unde of the Butte County Code and/or Resolutions indicated above for which fees have By PERMITEXPIRESON— applicable provisions to do work been paid. Date (Date) t.. ll Receipt No.len t WHITE-D.D.S.-B. CANARY -ASSESSOR PINK-IVVECTOR GOLDENROD -APPLICANT I TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance le Owndr Location AP# Plan Approved for. Sewage.Disposal y Water Supply Hold final for: ^incl clearance O.R. for: Clearance for _�3._ bedroom mobile home. Other NOTE *** Water Supply Water Supply j- Date San tarian W ,—%1,.SIV *Iww + 7�!'' t"TT7;A,S"+"t!'m'"* ., +-.irytAi `►►`si,:�rt>�fµ."r%i '7" ^'"rn. Ij COUNTYOFBUTTE - DEPARTMENT OFDEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNERNo. c �t0 �Q Proposed Building Use !!nj �'se Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit procgssing and/or issuance: w' DATE RECEIVED BY 1- All items hPDpans, been submitted . ....................................... . 2. Plot planssets, signed by preparer of plans. .... S 3. Complete &Lets, signed by preparer of plans. ls-c ................ 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . `/Hazardous Material Form . ........... ..............................:.. 6. Energy Design Compliance and supporting documentation . ................ © 7. Statemdnt of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome dajia and mann ctur is installation instructions, 2 sets. .......... . 10. Fees of $ • •3......... ... 9 - S� 11. Impact fees as shown on attached schedule. �C.�C .. . .2. California Department of Forestry plan approval/fees. ' flood) b alifornia En inee*-:...13.Flood elevation letter (100 year f ) y g 14. Sanitation and plot plan approval�t31/i�1 g Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . Pre -Inspection request 20. Pre -inspection for required. .. to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... ,23. Owner -Builder Verification (Given to owner , Mail to owner �........... 24: Recorded copy of Agricultural Acknowledgement Statement . ..................� -25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. 28. Mobilehome utility clearance. ........................ 29el.Existing Documentation of legal access. ..........:..... i r ocumentation of 50% subdivision developed.or.(A) RoadAmprovements completed and (B) Parcel meets zoning area ar'd;frontage requirements . ............... violations/expired permits`: ,. -... ..................................... 32. Plan check list. ................................................. . 33. 34. When you issue the permit, process as follows: Mail to own r. Mail to contractor. ✓ Telephone's � and hold for pickup at i Ito office. Deliver with inspector. Other Parcel Creation Acreage Applicant � Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issua 1. Index permit for above items No. 2. Additional items required: 1 -- Contractor, - - new item not checked Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above requir data by _ phone _ mail Counte by _ Date Plans checked by �S Date 5--r Plans approved by Date Sets of plans on hold in File cabinet AP f o I d e s�--�'It —� CODV - Department of Public Works _ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER A. P. #_ /_/97 r PROPOSED BUILDING USE Yl A2 S. F DATE / REC. # DATE REC 3. SCHOOL DISTRICT FEES DYD jLQjL S (paid at District Office) ......................... SHERIFF FEES (paid at Building Department) Residential...... x =$ unit amt. Commercial (sqft) x =$ sq . f t-. amt. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq. ft) x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office).... ..................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. ` 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building -Department) r 7. OTHER 8. OTHER At time of permit application,�I was advised the above fees' are required to be paid prior to issuance of the permit. APPLICANT DATE 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 prop rty improvement : YES[ NO[ ]. 2. I HAVE[ i/r HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide ' portions of this work,, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the.work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: /1 ` ldwLve SOCIAL SECURITY NUMBER: DATE: S^ ," �S— NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.=1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of 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 a gage any persons other than your immediate family, and the work (including materials and other costs) isN300 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. 0 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. 0 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 "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER 8/91 RESIDENTIAL PLAN CHECKING GUIDE 1 ! MISCELLANEOUS ITEMS•TO,LOOK OUT FOR f tairway details: landings, rise and run, head clearance, handrails .See.•., 33.06.•)uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). for plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). oof covering type - (fire hazard). 1 -Foam insulation - protection.`' 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. .'Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 71—.Attic access and ventilation (Sec. 3205). ..,2 -.'Underfloor access and ventilation (Sec. 2516): ombustion air for fuel burning appliances - L.P.G. requirements. 4-r Noise requirements on duplexes. nergy design. lashing at all exterior openings. CDF responsible area requirements. 5R6/0e ' ' i,' W. I i RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Peart # D OWNER A.P. # 4 Plan Checker ZS �- GENERAL Zoning requirements: (sideyards and number of permitted living units). 'Valuation. /� Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. • Other buildings or structures. I.—FAU Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). F'1.Ml? PLAN d!' Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. 210-8). for main - Locations of water heater, heating and cooling equipment, other electrical or gas equipment. . Garage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3'0" exterior exit door (sec. 3304 (f). . Fireplace and wood -stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). .4AO.' Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table.25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. �! Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. 9! Rafter ties or bearing ridge beam. r Garage door or porch header sizes. 3. Stud heights. 3'. Adobe soils - special foundation design. rRetaining walls requiring design. Special Inspection required. building 1234CERTFICATE OF COMPLIANCE: Residential Page 1 C ----i--------------------------------------------------------------------------- Project Title: H1028E Run: 808 08 -May -95 Project Address: 28 BROWN BLVD. H1028E OROVILLE, CA.. Building Title: H1028E Building Permit # Document Author: MICHAEL F. SROKA Telephone: 742-6148 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: BUILDING SHELL INSULATION 1028 ft2 .1-1 SFD Single Fam�ily Detached 90 deg (East) 1.00 Raised floor Component Insul Assembly Type R -value U, -value Location/Comments Door 0 0.330 Outside / FRONT Door 0 0.330 Outside / CARPORT Wall 13 0.088 Outside Floor 19 0.037 Crawlspace Ceiling 30 0.031 Attic FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) value Panes ----- ----- ----- Shading ---------- Shading ---------- and Fins -------- Type -=------ Window East 39.0 0.870 2 Std Drape Bug Screen Overhang Metal Window East 20.0 0.870 2 Std Drape Bug Screen None Metal Window West 57.3 0.870 2 Std Drape Bug Screen Overhang Metal THERMAL MASS Area Thick Type Exposed? ----------------- (ft2) ----- (in) ----- Location/Comments ---------------------------------------- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Space heater 0.65 AFUE Conditioned COUNTY OF EUTTE BU9, DEPT Evap. cooling -- direct 11.00 SEER Conditioned BU G 1PT CERTIFICATE -OF COMPLIANCE: Residential Page 2 CF -1R Project Title: H1028E Run: 808 08 -May -95 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type Htrs Factor (gal) R-val Standard -Gas Standard StandardGas --------------------- Storage gas 1 ------ 0.53 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC Solar savings Solar system System Name fraction type Standard Gas -- -- WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) StandardGas 76% -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Wood stove Wood stove boiler? boiler pump? No No Pilot Standby Tank Light Loss R -value (Btuh) Pipe run (ft) Pipe Insul Insul diam (in) thck (in) R -value COMPLIANCE STATEMENT This certificate of compliance lists the building features. and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: H1028E Run: 808 08 -May -95 DESIGNER OR OWNER MICHAEL F. SROKA OAKERIDGE HOMES 840 GRAY AVE. YUBA CITY, CA. (916) 674-2368 Lic #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR MICHAEL F. SROKA DESIGN & DRAFTING SERVICE 4140 DAN AVENUE MARYSVILLE, CA. 742-6148 Signed Date COMPUTER -METHOD SUMMARY ---------------------------------------- Project Title:, H1028E Project Address: 28 BROWN BLVD. Cooling OROVILLE, CA. Building Title: H1028E Document Author: MICHAEL F. SROKA Telephone: 742-6148 Page 1 C -2R ------------------------- Run: 808 08 -May -95 H1028E Building Permit # Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 14.12 Space Cooling 15.16 Water Heating 18.47 Total Wall 47.75 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 15.01 13.37 18.46 -------- Complies 46.84 Yes 1028 ft2 SFD Single Family Detached 90 deg (East) 1.00 1 . Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 8224 ft3 Conditioned Footprint Area: 1028 ft2 Ground Floor Area: 1028 ft2 BUILDING•ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type (ft) (ft2) ------------ ------ ------------------------------- ------ ------ HOUSE 1028 8224 Conditioned CEC_Standard 210" 11.6 OPAQUE SURFACES Surface Area Type ---------- (ft2) ------ Zone = HOUSE CEC_30-Wood Door 20.0 Door 17.8 Wall 256.2 Wall 224.0 Wall 224.0 Wall 295.6 Floor 1028.0 Ceiling 1028.0 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 0.330 0 90 90 Yes CEC_30-Wood Outside / FRONT 0.330 0 90 90 Yes 2868 Outside / CARPORT 0.088 13 90 90 Yes W13.2x4.16 Outside 0.088 13 0 90 Yes W13.2x4.16 Outside 0.088 13 180 90 Yes W13.2x4.16 Outside 0.088 13 270 90 Yes W13.2x4.16 Outside 0.037 19 -- 180 No FC19.2x8.16 Crawlspace 0.031 30 -- 0 Yes R30.2x4.24 Attic COMPUTER•METHOD SUMMARY Above Left Page 2 C -2R Project Title: H1028E Width Depth Glazing Extension Run: 808 08 -May -95 PERIMETER LOSSES 4'0" 6'0" 2'0" 1'0" 6'0" 41F0" W3 5'0'! 3'0" Insul 1'0" 4'0" Perimeter Length F2 Insul Depth 2'0" 110" Type ------------------- (ft) Factor ------ R-val ----- ------ (in) Location/Comments ---------------------------------- 5'0" None 1'4" 171?0" 2210" W6 310" 310" FENESTRATION SURFACES 1'0" 910" 3210" FINS Left Fin Right Fin Fenestration Glazing Fenestration Area Tru Dist Open Frame Charactr Name -------------- Type (ft2) ---- ----- Azm --- Tlt --- Type ------- Type Name Comments Zone = HOUSE Depth Height glzng glzing Depth Height glzng glzing -------- ------------ ---------------- W1 Wind 24.0 90 90 Slider Metal CEC_Db1StD W2 Wind 20.0 90 90 Slider Metal CEC_Db1StD W3 Wind 15.0 90 90 Slider Metal CEC_Db1StD W4 Wind 15.0 270 90 Slider Metal CEC_Db1StD W5 Wind 33.3 270 90 Slider Metal CEC_Db1StD W6 Wind 9.0 270 90 Slider Metal CEC Db1StD GLAZING CHARACTERISTICS Glaazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name Type Panes value Only Shade Type Shade Shade Type Shade CEC_Db1StD Clear 2 0.870 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension W1 4'0" 6'0" 2'0" 1'0" 6'0" 41F0" W3 5'0'! 3'0" 20'0" 1'0" 4'0" 3'0" W4 5'0" 3'0" 2'0" 110" 35'0" 6'0" W5 6'8" 5'0" 2'0" 1'4" 171?0" 2210" W6 310" 310" 210" 1'0" 910" 3210" FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ---------r--- ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None COMPUTER=METHOD SUMMARY Page 3 C=2R Project Title: H1028E Run: 808 08 -May -95 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap .ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = HOUSE GAS65 COOLER Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value Space heater 0.65 AFUE Conditioned Evap. cooling -- direct 11.00 SEER Conditioned WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ R-val ----- Standard—Gas Standard StandardGas Storage gas 1 0.53 50 12 WATER HEATING SYSTEMS MISC System Name ------------ Standard—Gas Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE StandardGas 76% -- Rated Input (kBtuh) 36.00 Wood stove Wood stove boiler? boiler pump? No No Pilot Standby Tank Light Loss R -value (Btuh) COMPUTER - METHOD SUMMARY Page 4 C -2R Project Title: H1028E Run: 808 08 -May -95 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul. System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None �ao iV�"`3""T"qn'W��E'7�nrw.r5y(i'"i`r's&"yRry`��r���•'�`� • .'R"'... r�y'R•►_.. •�„f7'��,'%�vr ^.-�v�w-. �..� a'i':K'."rw,g(;tryn�r^..-..+�.;,sr� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) /3 0?z D School District oro d, A.P. Number Jurisdiction ❑ City Property Owner \ TI r �-eQ Property Location/Address Subdivison Residential Development] ❑ No. of Living MHI Units Commercial/Industrial ❑ New Building Department No. ❑ County Lot No. ❑ Sq. Footage -7 Addition 1^ (Groin ❑ Sq. Footage Addition (Including Exterior` Roofed Areas)6-11 f .� A-�- Date (Floor Plans reviewed by School District Personnel) district Identificatian_No. Q n 1 4 11 ( ool District certifies that (Applicant) (Street Addre s) ^ (Phone Number), �Y f e (City) (State) (Zip Code) / has complied with the requirements of Resolution No.�— by payment of $ , f representing �oL square feet. ❑ Check here if fee received represents "Full Mitigation". School District Representative Date Paid by Check # Remarks: Bank Number Paid by Cash I If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project�' i is being reviewed under the California Environmental Quality Act (CEQA), this'project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) reerorm.wk, (4/94) And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 9-596-S MAY - 31995 95-014579 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of.this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides. and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real propertm- situate in the Count). of Butte, State of California. described as follows: Date: %' `i �` PROPERTY OWNERS: (/, -)6- State of California County of On May 2, 1995 before me, Debra J. Dennington personally appeared Virgil Harvey and John Harvey personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature 1, �, � L 4. 1 (9f—L Seal: A. P.4 'O'),. — C6,- /-. C)I . DEBRA J. DENNINGTON a ' COMM. #1050201 NOTARY MJBLIC • CALIFORNIA SUTTER COUNTY •�'� Comm. Ex 'res JAN221�g� c NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A.- Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of .the property - which will be on your deed. If you don't have access to the deed. the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They Neill keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a m. - 3:00p.m. (Monday - Thursday). OVER EXHIBIT A INITIAL HERE DESCRIPTION ALL THAT CERTAIN REAL PROPERTY- SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: A PORTION OF LOT 137, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF HONCUT, BUTTE COUNTY, CAL.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 13, 1899, IN BOOK 7 OF MAPS, AT PAGE(S) 85, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 137; THENCE NORTH ALONG THE WEST LINE OF SAID LOT 137,. A DISTANCE OF 500.0 FEET; THENCE EAST IN A STRAIGHT LINE TO A POINT ON THE EAST LINE OF SAID LOT 137 AND THE WESTERLY LINE OF A 40 FOOT ROAD AS DESIGNATED ON SAID MAP OF HONCUT; THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 137 AND THE WESTERLY LINE OF SAID ROAD TO THE SOUTHEAST CORNER OF SAID LOT 137; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID LOT 137, A DISTANCE OF 276.50 FEET TO THE POINT OF BEGINNING. LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. v U V OWNERSC I,, A.P. Q / � NAME: U r'I NUMBER: U — 1, ` PRINT LAST NAME FIRST � -. COUNTY ZONING n r1 DESIGNATION: -A 2 M 4 1 FLOOD ZONE: x FLOOD MAP: & Do 7S APPROVED: ' CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS DATE OF CREATION:/'�4O � LEGAL ACCESS PROVIDED: _ YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: DATE OF RECORDING � 1 1 '7 DEED REFERENCE: ?J' v LEGAL ACCESS REQUIRED: X_ YES NO YES NO PARCEL CREATION BY MAP poltrION Or LOT / 37 rRoNrAG6 ON 69AW4 66Vo r!Cov-ry Rd) BOOK % PAGE 8S COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to XB. Meet parcel size required by zone.C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NO TED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a building setback from right-of-way/centerline of 3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft. leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 1 1. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 12 CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER. LD 12194 • C:\WP51\F0RMS.K\0LDGPERM.CLR .Oas lu,ud018f8l pt" S65% � �Vvi G=z"j dila c.,r 07t -,v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 7 -County Center Drive - Oroville, `California 95965 - Telephone APPLICATION AND PERMIT BUILDIN (VISION (916) 5 -7412267 PERMIT NO. s SDR —�V ° NU BER —�17 ZG I � ALR'LH-1 UILDING PERMIT WNE?GIL HARVEY TELEPHONE SO, FTOCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS 14 BROWN.BLVD, OROVILLE 219 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS Fireplace CONSTRUCTION LENDER 'R'S' UNI(JOWN Total Valuation Is MAIUNG ADDRESS Fling Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ' OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 28 BROWN BLVD OROVILLE PERMITFEE $ PLUMBING PERMITnn Fling Fee .00 Each Trap 7.00 LOT No. I SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAG? SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ C)NV CARPORT TO GARAGE Mobile Home S G W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service 00 OV OR LESS ( 200A OR LESS / 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f� the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to, construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING OCCUR s0. OR ADDNS. ( & ACC. BUDS. ) 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q I.50 BAL SO Ex. Occup. ouTLEt-DTSPaE o.j EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (rhe above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) lH I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date /v�� ner - ❑ Contractor ❑Agent Signa re of pelican - 7eexc An OSHA permit is required fovations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 70.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PDI HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whit ave been paid. By Date 9/18/95 PERMITEXPIRESON 9/18/96 (Date) Receipt No. 1$531 /' nn//1855 WHITE-D.D.S.•B.D. CA ARY- SS OH I IN E OR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,; California 95965 - Telephone (916) 538-75 1f P rv� T NO. APPLICATION AND PERMIT A5 -ate n ASSESSORPARCEt.ryUMBER0 ` 1 ©/ cV7X �P� ZONINo BUILDING PERMIT OWNERp, rr r vC TELEPIVNE 15 9 SO. FT. OCC. BUILDING VALUATION OWN S MAN ADORES9 I o / ro w s'l l �C CONE CTOR'S NAME TELEPHONE - CONTRACTORS MAILING ADDRESS Fireplace CONS ON LENDER UNIOJOWN Total Valuation $ Filing Fee $ 20.00 LENDERS MAILING ADDRESS Permit Fee $ d ARCH OR ENGINEER we LICENSE NO. Plan Checking Fee $ D Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ SU:LDINGADDRESS / r U yl 0�qY ( PERMITFEE $ - PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other r'a SPEVY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installatiori ❑ Other ❑ Describe Work: c ri✓, k Y- A© ra 6C 7-6 a Mobile Home S G W @20.00 PERMITFEE ; Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service EOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO /000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to. construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. OWEWNG OCCUR OR ( a ACC. ) so. 3.5¢ FT. CNS. CONST. MULTI.O UTIETLET NON-RESID. BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS a SINGLE OUTLET CTR. Ex. Occup. (ourtEi OR FIXTURES) 20 Q 1. 00 BAL .50 Ex. Occup. (oFXXEEDTS (R SE IDEA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" dee and demolition or construction of structures over 3 stories in height. g' 'a MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE S - Contractor Mobile Home Installation Fee $ Energy Inspection Fee is occ CONST. TYPE TOTAL FEE $ �Q HA2. I D. FEES IMP FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Date) ReceiptNo. K61 — 0 OR 0160 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI NSPECTOR LDENROD-APPLICANT I COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER vil Y - C, I v, ve- P No. 00 'CJt? /-©!� Proposed Building Use n ✓ Building Inspector Date ra At time of p it application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12 California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). 22 Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contr Telephone and hold for pickup at office. ct Deliver with inspector. Other 7 " Applicant Date EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application; plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from . the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant a�,�.�Y}r.•. a �t„`T5�ii�3�Ty�<eTA'�"[1'?.�:rwiyrs.' e:Gt}.,., - k'. w Vim+ COUNTYOF BUTTE - DEPARTMENTOF DEVf LOPMENTSERVICES -BUILDING DIVISION spa N' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET// OWNER vlly-ef;l !P No. 008 /-O �/ Proposed Building Use V e,, I✓ Building Inspector Date /� g r of At time of p it application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ....... .............................. a 2. Plot plans, 3/4 sets, signed by preparer°of plans . ............................ 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets .1 .......... . 10. Fees of $ ............................. ........... 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. . . Preaecti nspon request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . ................ .........................' 29. Documentation of legalraccess.................f......:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... -- 32. Plan check list . ..................................................... 33 34. When you issue the permit, process as follows: Mail to owner. Mail to contrcto . Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by :Z Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 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 prop improvement : YES[ NO[ 1 .2. I -HAVE[ l/IHAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME• ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS _ PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: - DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER 711 NO t7l - r -3r ry . .... .. ..... .... NO t7l - r -3r NO t7l -3r O BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public!!!!!'. ! DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above information is not available to the public!!!!!!! (Z) FIRE DAMAGE REPORT OWNER: DATE: C� 3 LOCATION: v . A.P. # CONTRACTOR: ZONING: V "T DATE TO INSPECTOR:06�0PERMIT HISTORY ( ) NONE ( AS FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential # of Units: Currently Occupied Abandon acan Electric: Gas: ( ) Yes ( ) No Electric Currently ( ) On (- ) Off Condition of Electric Currently ( ) On ( ) Off Condition Sanitation: Plumbing Working ( ) Yes ( ) No Obvious Sewage Problems ( ) Yes ( ) No Mobile Home Condition of Utilities: ( ) Damaged - Requires Permit ( ) Undamaged — No Permit Required Description of Damaged Area: �A—C— fiC o r rqu(t `LO-0-iL Estimate Cost of Repairs: _ _ __ T V / �a Condition of Foundation: ( Good ( ) Poor Explain if repairs needed: Inspector: Sketch building on reverse and indicate area of damage. Date:/6-3-,.3 'r B 1 r� ! r •' 1,1 . :.. � a:M... �:.� Ixr.x Mr.a ha .,. ,.Lr+... ...- .. '. .+`... .... r....F .. .. - .. .. .. .. .. �,r✓,:^f i.r • •. rx.ae, 3x.....y,,`IYoM i _ r-�]ti.n .... %.. _. .c .... ,.. ..... _ ..- w1 1.. 1 .. � �. .••....r e.. ... t. ... ... �. ♦. Nxn xr Mfr. M•.J�:1 .. r t•i.�'r i�kr, ,i �en`a ... 'v:i ♦r *.. I_.iM'x. t_-. !.. .. • , ..- . . .r ♦ .t .. r .... . .. ..x.. ... w v -r .. -wus — 'n:.j'x. ,6 �- - .x .•ie.; .. r rt.. R�X.'r.Y•F-• .w ,• 1 028-061-017 PERMIT#95-0884 HARVEY, Virgil, Sharon, John & Lorri 28 Brown Blvd., Oroville / New Single Family y 028-06-1-017 95-2267 B i HARVEY, Virgil _ i .. 28 Brown Blvd, Oroville '' I (conv carport to garage) i I _ I I d)& /.o b,"NOD Ak a a 0 • T :ajr4au61S j94,0 :BUde9SpuLq :6UW8d V NIYI E)Niaiini3• NOIStAICIONINNr" ' -n"0/4 - ---------- -- -- ---- - --- ---- --- - --- --- -- - - - - -- --------------------------------------------------- SEP—19-95 TUE -04 : 12 PM H'4b1K INS I NDUSTR I ES I NC E-71 0204 P. Cl 1 im FAX 'FRANSMITAE COVER 64ET ' Al "1'N: SUBJECT: __._.,. ✓INSULATION CERTIFICATES ARE f 01 I OWING', R MESSAGES: TIIIS IS PAGE NOMBEN _.... 01- HAWKINS INOWNIES 143 OMEN HILI HMAY P.O. SOX 3085 YUBA CITY, CA 05£x}2 PHONE: (616) 671.0200 FAX: (alb) 6114)!u4 DATE: 7.: (C —cf J -- FROM: , II ""'PiP-A&F- CC)NTACT 7)115 ol-*ru:E lF YO U UQ NOT RECEIVE All. PAQkS""' SEP -19-95 TUE 04:13 PM HAWKINS INDUSTRIES INC 671 0204 P.02 f INSULATION,(-.RRTIF;,CAra WWORK-AND ST019T -JA�— C1Tf _ _ _ LOT iiUNBER DESCRIPTION OF INSTAI.I,ATIbR K()OP MATERIAL, BRAND MANS THlCKN11S5�lnch�ei� �T096HAt ACSIS'iANCg(R—VVALUE CP, l i.l Nt3 BATTS Ct 8I,ANK9T TYPE BATTS RRAND HAMA CERTA1N'TEPJ) _ LOOSENFES11 S.1 4,iTnychFea) «_TIIRsItAL RK316A3Y1• U.B.�}_fiUBWGOsi�BRAND HANS�R'fAINEE'DCONTRACTOR'S Mig INSTALLED VT ibII.NI.N� III1CltNB88 _�_ MANUFACTURP,IIlS INSTALLED WC p!1 sQ FT ACHEIVR THRR4Al, INCHES KRTKRI.0K HAIL HATSa1AL, ..._ FIBEitCLA.SS i_ RRANU NAME TIIICRNBSS(inches) �'[119RHAl, RES1S'TANCEN VAI,UP,)`_ lt_ RAISRI) Fl,aaR MAIER _.FlALRU4.A&S_., __.__-� �RANU HANE EKI'nzN'IEEU _ i11C1RNRSS(inclocq)---T� � THERMAL RES1STANCK(1tVA1.119) R- SLAR MATERIAI, BHANI! NARK TlIICKNR$S�lnrhep�__._._.. TIISRMA WI U1tltinchon) _. "_"•.`�, E 1:OUNI)AT I.ON WALL M11TKRIAL _ BRANII NAH9 T.IIICKNRSS�rncT�eAl ��..�1119RMAL DECLARATION I hereby certify that the above insulation Wee installed in the building at the nbove location in conformance ljitii tilt, t:urtentitulldltjg Knergy Stnndarda 1'a realdential bulldinge cuntalaed in Titit 24 of the California Adsnl.n8traa (jtneer Code, l`eneial-�ontrncLar(HUi��etj I(ANKINS 1NUUSTRLSS, sub=Cont�ec�oi�insuin"t�l.on i�nRtd i.er �"—_.� t ` /1 n \ [� (�-.SSCRETAlt Si ature .and'' it -tie i Unt.e4K 622184 bate r ;AP # ' ].2 7 3, 10 Turnouts. Driveways exceeding :LSO f eet in .length, but ' 8 o o feet in laingth, Sha11 prav de a turnout t \ less than theof the driveway. Where a driveway , near -;midpaa.nt exceeds SOD 'feet r turnouts shah. be provided no More than 4 o 0 :f pet apart 12.73.10 �'urnaround. A turnaround skaall be provided at all 300 feet in.- length and building e�.tos on driveways over - shall be within 50 feet of the building. 1273.11 Gates 1;e Gate entxan.cee shall be at 1+mst twa ;feet wider than the rpadway it serves. rVII The gates must be located at least 3Q feet from the to allow a vehicle to stag r roadway and sha1,T open without 0bstruct3 ng traf f is on that roadway,, Where: s, one-way road with a tingle traffic lane 5Q foot turnzng radius shat be provides entrance, a used. Fue. MeadJ U a 1276. 01 etbaek for gtruc ure Defens�,ble Space 1 �. ill parla :. acre aj►d larger shall prarde a.ni- fear bjildjnga and, aocessor mum 30 foot sethac' buildings frs m roperty' linea and/o the center of the road. For parcels jess than: '1 acre, lc$cal urs gdi�t�� practical of feet , See ishal'l provide for the same other Req%Ureme:nt$r below. Disposal.ne,ud..ng l216. Q2 Disposal of vegetat oa .� nd�� L�emav'a'l to a l ndf`i1l s3tt� hu% chiFp n #, burying, g ,veby the local jur`iedietic�n-, of t1a,tn abl an Per join and fuels Caused by site deve�.opmsnt vegetatd a -Ivt c, nstr='tiOA and, fuel Cons ro and d I I me d f cation shall b� cor,pjated pr for tayh W etyiyan �'f 'road'roadr M'on ttXl W4'ton of 3 IIIIIIIr iI0 IIIIIIIIIIlow. I7 I'4F IIIvo NOT0 N TA I OF- lf� ...... . �4 OF F IMllr ATC, 'I II'R '46 ITAOLC Ws, a* -Q NA I I NO, CHCWI�C 7 IIAWAY FROM ANY 10 T :a ROWN 'P) -VP' _RSF R, Iocu�t 'A j MICHAEL. , 9ROK AQ.TN JUTVr Tia*IL CACR Q PC 2, V a v IN 'ft `0 ff"A "r *vv WNNt --T I 0 Fpp- �ARTN AW, rX MNMJM f -AVINCt, H1 0EK AU 1 LD !IN 74 Ur Tic A KQK,'/ DATE 31 V�00,R OR' Litg U I ;C qs r,, FACE, NAIL Z -op HN; R 'LL A L $ AC14 4t X 64 SUBFILIOM TO, ow, 010T, -9D -AIL 3, I= TO, JOIST, E-1 DATF_ UBFL '01 ATt p CIJEOK AND FACC NAIL �p, -I 0 %-c ION 0 I GO AT I-V OX rACI: N 'A I t�k SY5TEMl WTH ;ND ip WTEP, ISOLA TI. , N IF -'004 r ACC -P (6) IKH0 UPC 116D AT ?A�s Q..C. T10P "PLATI: TO Si CNP- AIL D 100$� -�AS PIPNC $HALL Bf� J;% R ]DR LINO$, T28 B WN tj v I AT 0 TOP ATM FACE NAIL t2 Doup PL. ONED'FO Q49 F"fe p, -16p CONDIT r. NA I 1. I'T-YP SFD, SINO�E FAMILY DCTA�.MD Ito 'TOP 'ATC$ i LAPS AND INTE; -PU I LDING Ej I P. k, =4 P P+ 16D AT I 6' G.C., ItTIN004 E � TV0 PIE= OUILDING FRONT DRIE:NATION, 9 0 MG <5AT) kU D`�.R- bF DWEL�INq UN,jr T:� 1, I QQ I IFLOOR CON$TRVC1 ION' TY -OC RAISED FLOOR 4-0 14� CMTVNUI� HWtk TO STUDo TOENAIL' I:!Is, CEILIN1. LAOt CC WAIL 3-10 PARALLEL RAMRS, rACF' NAM p ULATION, A CR 17,, R LA;Itil :IN -C AC to, i BR,0= TO EACK =0 AND PLATE, rAr,,t OAIL WITH' 1,191 V-15.0, C INSUI_ AS$"PI-Y I L 2-911I TYPE R -VALUE: U-VALUC LOCATION/COPIMCNTSr 19, 1 X''01%HEA'fHV4U,0R 'TO W.34 0 itDTO CAC -ARX ALL LOCAL AND PC FACE NA I L I21. Du ORILT C%Wk SYUVS I11OR �RIXP CA Io8t. LT 4 I01JTVF_ C O -V -UP 0 AND U 9 v TO AND Vr;RIPY 4L �r,oNomopis ON 40 AN OV110A STAGCXRED WALL 0a Od , T 6�' AT ftliP 11L IL AL Pl 0 ILL 0 07 CRAWLS PACE iFLOOR, 19 I0,031: ATTIC 3011 E I-GONV�MB',NC� ONLY AND, D a 2 PLANKS �D T EACH' DEARI PART fCJX.B71ARDi IMi OR NPI"P: v�-,,AP LICAT04,0F My W=94 RZF AND =.L I�HCATH1145 V0 rRAMIN04 IFENE$`TRAT1,ON FRAkE :4� INTER ftR 6v VIM NMONt> A I NG URICNTATION (FT2) VAWE� PAWS; SHADI VAWNU AL9 0 TAIL LAR,Q� SO 5CALe 7/8 IISMALL LEtip a A,, P DeTAILS, SHALL,'TA.e� fRr WINDOW EAV 30�; .0 01070 a STD� DRPE DUG =CeN OVEkHANG Pit"I'At. t: a EN' KLINI,r MCTAt, 'ALL- TAKC- PRE�WC-NCe -OV9 (TO J�RAMINI) 20 IOUG SCREEN !WkHANG WeTA" II.,kNcj,'TYPICA DETAILS, 6 V4 AND C94 L STD DRAPE 0 2 AND 'NSIO$ 00- TO fACI� Op, aw*T t; t,)� STUDS uwLc-SS -10/Heke NO �PMWSIONS Q I�W, WORK WILLU'W E E e- GIVEN, AL II -AREA THIrCK �MeNTS AS INDICATE TYPE, I41 0 611) TO ALL PROVISIONS Or, Ve,�W�ST 1:01TIPr4 OP THI�- 6IFt STR AD IZ 1, I C A� OV LJ AL. $ .$ r-, AND., ANY OTI A,Q�NCY I'ORITY �O`Vf�R ANY", POP -TION OF- I'HE' WO ALL A5TM DESIGNATIONS hL, 16 PE� A5 AM�WV0011�, T0 E F r, I c I eNCY IIPICUt7USL LooATION SHALL CONS 0. CONDI T IA11"00 SF Ct3,NDILTQ�4CD -R AOO BUILDER _t:R T w- UILC 5 BY Tk� ws,rALLC E r RSQU 2 __1p -3 F I TM� 24;,* CHAPTM 2-15 - AND THAT MATEOAL-5 N Let) AT i T K k I E PROJECT TITLCt 6 wioiatl: TH THe �'Reoulp" H RIJN 746 �A SUB- AND 04-'*' CIF P�LVV,=V IAP .9 (c I "AtL VnR VALL 14AY ft 07'2,*qVN Ck C'45 2 "TIoN HATE-ZAL$ $14ALL, j3r�- CeRT-EP ay" ITH� ANUPACTim ALL, INS '0401roi " 40 WIT CALIFOPMA QUALITY STA;lNOAR05 FOP, A$ IINSULAT440 MA W Ill� WATER 0 VF ENERaY Vt-ILL11f 'WRA") VATER lu .1 "Ritrarl't 0 'ACT W TYPE 1w . �G HEATCR NAME HTRS r R (GAL R VA' A, 111A TO,Ahgl�-NT CONDITION$ Ok TO u�a, 1. Jp4LI-A U C� r VARAG�-S) :$HAUq4AVC- A en%g % AS- I O.S3 STANDARD IT Lj�SS, THAW Aol,f S 515 A lye, IItIN 'W�- MILINC AND ROO�S HAVe THKMAL tWATER HEATINQ =TEMS MISO 'At4c" OF:- Not LE$5�-THAN P_ -4, SAVINGS V3LAR SYSTEM WOOD We D #TU'Vc IOW IN !ZA15eD r-LOOP.S,;SHALJ.- 10,46 A THC-RMAL, Typc IN5ULAT IgEt4ISTARM f- NOT Le$5 THAN AN NO e�lrvice INSQ,LAfIW AT PE-91MTf�R P SLAs $HALL AVf� A, THEP-MAI, ISS THAN IWATCR, HEATER NAME EFFICIENCY AFUE WTUH) -ACH OF A D 'SHALL 0E rLook M LAWPINO ON 51% 76% NOT, MoRe THAN -z' LcWek THAN THC- 14 . 1A, Ala VOOP_ 00�5 NOT SWINC 14� Ho� 'o P_WA�Yt, PROVIPINO t., OV� LANqWo� 6 LANVINO, tHALL BC- A, MIMUM Of 360 t". HYDIR13NIC DISTAItUTION ANT) TEAMINALS e 3 PIPE p I p1r, INSCL ITC 514A C TYPc NUMD'ER RUN CFT) DIAN (IN) T4��K (114) ?`AL (,tat 'PORCH� L�L:,B X SYSTEMA 'm ,O 6 H No P�NWOS OVSk 4 wcoes, TH6 HaH, �AT 00 OM NONE IJ4A OpeNINC 0 TPJANi7 01W 13' TH�- O$ek; TRP.AQ 1w, T1r IA THra 6P�N 1310C- OP A $TA, WAY MAY ��'t4T' QLIAP.PP-AIL TIg B e W Z GAWO;r'PAS$ THIZOUCH, , REMARKS,, P-N.D NUTES -les oi 'Ht vt* acka, Be L�35 THAN 36 IN6 -5, W, WIDTH 5 H AND 14AVE� 6 iNcH, PC -APP -0M. THI�- We OP SC -P$ TH A HALL, NOT r rs + AIIUA;� S t-Xo�c-p a WCM5, Mo THe RUN SHALL Br;: :NOT W**Ne Iiit6j�S YRAN101'WC0�5. tra 2N -.4 ALL 00T BALCONes, STAIPs Ao THIt -CERTIFT-CATE OF COMPWANCt LV�TS THE BUILDINO FCA-TURCS AND con ctors EEENERGY STAND 1 1 ",F'Aqom6 SHALL B�, POSITIVeLY WrLO;;��P TO,Vl� COMPLY WITH i Ag ATIONS, AND THC I , PRIMARY VRUCT—wrl- AT NOT, ovep, 0" OK C�-NTK 69, SHALL BE AND 6, Or THE CALIFORNIA CLIDC [If' REWL mot I - o6na it z SITGNED RY THE 1NDIVIUVAL V11H CATE HAS WN same) lw-%hut TU IMPLEMENT THEfj* THIS CCRTIFI, PMC�Sli 50CH A, TAC-WeNTS, $HALL NO VW 6Y USE- OP T`0�-WAILS OjZ t4ALS SUB4C To OVERALL IIESIGN RCSPONVDILITY� N THI$: IFOR A $INGLE BUILDING PLAN 10' K 0 ICKTATI40143, 'ANY jjcpw.mo� w1THopAwAL,,, MWMM () #6 SCPC-V/S WITH 2 P NC-�`TRA` F�ATURE THAT IS'VARMD IS INDI"QATED IN THE 3KCIAL FEATURE -S, RCHARKS, ND OTES PAOC 3 , IT'A19. HAW-kALS -.SHALL NOX, L-�-SS THAN 34 INICHES NOR IIORJ� THAt4 WC ey R4 -AT -R 9S AWVe THE� NOS � OF THe TReADS. , T LYLCI pop- T�i, FULL LooqrH or- THe sgs., HAND CMP CAN ANa e. r4o, Le.SS-,'tHAN� I", - 1/2' IVIMCNSI�N AND :HAVE 'A VIO.OTHi DES] MICHAE�L F, SROKA MICHAEL F. SROKA )N Tjf413 I O DE & DRAF �4l, Pg .41 K -ICHT PROM PLOOk OVtp� 4 M 5WROOr! WNPOW SLt. HE 840,6RAY AVZ� 41 4 Or A� � MCNUt MARY-SV.I4L4$ -6148 TO COWORM WITH, U.S.0 14P. IIIALL� w 'AMA� IL I C III164 ALL, -HMITA51�e _p,66ms TO 'PAVE- OPP.'RADIIi-5- VINIV0 OR MECHAN16AL OUAt IE TO AT L A5T /20 OF- T4C-,FL000, MA WITIIII A IMUM FT. 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