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HomeMy WebLinkAbout026-070-0215 "';Hirt^ , �•v r. N rD �O N � M ' c �� A. an _ 026-070-021 PERMIT#97-0589 McGILL, Dennis & Marilyn 2510 Messina Ave., Palermo New Single Family c� gb I B07-2131 ✓ 026-070-021 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE 28X30=840 SQ.] 2510 MESSINA AVE MCGILL DENNIS D & MA, t* �4 f . f . r_ + ,,_.. o ;i•'�{`=f k4 r{�"�fr� b o•er� o ° e. _ - e d Ar. v' 1 • j� r +{, G F.s twt , y + e: a � 4• ;! R z s `4"� e, ' .: ..o G, ° a • .H 1a , 1�'� i 5+ • `j,tl 4,�; , ' ��• w ' � ilA: Y a I� R:+P tz•^tr1e 'fix '1 Rf ,�. 'r �+ l y k° .�a�f,•.,v. '��' .•h' ,y ! _'�� �: s {<.(; .� b t1O y 4,:>rya 2� �<., ir,. , �.�~}. ��" ,.-';� M1'Ar. � ° ` •�c` Q '.�:� i��w`t1}5�,� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2510 MESSINA AVE Owner: Permit N0: B07-2131 APN: 026-070-021 MCGILL DENNIS D & MA, Issued Date: 11/16/2007 By KEJ Permit type: MISCELLANEOUS 2510 MESSINA AVE Subtype: Private Garage/Shop PALERMO, CA 95968 Expiration Date: 11/15/2008 Description: DETACHED GARAGE 28X30=840 S, Occupancy: Zoning: AR -1 Contractor Applicant: Square Footage: HYSMITH CONSTRUCTION JERRY MITCHELL Building Garage RemdUAddn 5190 PENNINGTON ROAD 1240 HWY 99 840 LIVE OAK, CA 95953 GRIDLEY, CA 95948 Other Porch/Patio Total (530) 695-8784 (530) 846-4409 840 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBMSC Garage/Shop/Strge Wood F $350.34 DBSMIP Residential $2.02 Total Charged: $661.62 Fees Paid: $661.62 Balance Due: $0.00 Receipt No: B5326 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License HYSMITH CONSTRUCTION 791117 / B / 02/28/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFI DER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing h Se ion 7000) of Divisio a Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force nd eff cl. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X -- 11/16/2007 the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: Contra cto natur Date ❑ 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 OR ERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by li�My ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: ection 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number.1645113-0OS Exp. Date:11/15/2007 Contractor's License Law.). (This section need not be completed if the permit is or one un red ollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 11/16/2007 comp n provisions of Sectio 3700 of th Labor Code, I shall forthwith comply with those Owner's Signature Date prov ions. X 11 /16/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building - Sign r Date F �l1RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, WVNDRED construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AL EJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HTHOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Co to enter the above mentioned property for inspection purposes. I hereby certify that I am the pe o rized to act on a property owners behalf. 007 - CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency forof Permitt [SIGN Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name First Mailing Address s City State Zip PhoneFax r City �' E-mail ARCHITECT/ENGINEER Name Address City Zip Phone F E-mail State License Number CONTRACT R Name Name Address O Address State City �' Statlag I Zip Phone ,&�Fax E-mail Lic. # /� Class ARCHITECT/ENGINEER Name Address City Zip Phone F E-mail State License Number PERMIT NO. ,jgo-2j*3i BIN # PROJECT LOCATION AN Property Address City WORKER'S COMPENSATION Policy Number.— Carrier If hiring anyone other than license contractors, a certificate of worker's ;l compensation must be shown at the time of permit issuance. ! GG LENDING AGENCY � Name i t _ f Address j DESCRIPTION OR SCOPE OF'lrORK:A__:2-=, zt) 1 f Sq FT- Living Garage (� Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): f U LJ APPLICANT INFORMATION Name G Address O City State Zi Phone ax E -mai PERMIT NO. ,jgo-2j*3i BIN # PROJECT LOCATION AN Property Address City WORKER'S COMPENSATION Policy Number.— Carrier If hiring anyone other than license contractors, a certificate of worker's ;l compensation must be shown at the time of permit issuance. ! GG LENDING AGENCY � Name i t _ f Address j DESCRIPTION OR SCOPE OF'lrORK:A__:2-=, zt) 1 f Sq FT- Living Garage (� Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): f U LJ BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2131 Job Address: 2510 MESSINA AVE Contractor: HYSMITH CONSTRUCTION 5190 PENNINGTON ROAD LIVE OAK, CA 95953 Printed: 10/12/2007 3:19 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 10/12/2007 $75.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 10/12/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $2.02 Printed By: Tammie Powell At the time of permit. These Signature: 661.62 $309.26 Balance Due: $352.36 I was advised the above fees are required prior to issuance of the during the cess. Date: 10/12/2007 Pursuant to Government o e Sectioh.4602d, you art hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approv f the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax . www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2131 Date: 10/12/2007 Location: 2510 MESSINA AVE By: TMP Parcel Number: 026-070-021 Sub Type: Privat araize/Shop Owner Name: MCGILL DENNIS D & MA, Phone: Description: DETACHED GARAGE 28X30=840 SQXT. The above permit application has the following Clearances required prior to permit i indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ . City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4 1 5 PARKS & RECREA ❑ Chico Area Recreation District, 545 Vallombrosa, ❑ Durham Park & Recreation District, 9447 Midwa ❑ Feather River Recreaction & Park District, 1 ❑ Paradise Parks & Recreation, 6626 Skywa , Parac contact each department 533-0740 0 Chic CA 95926 - (530) 895-4711 urham CA 95938 - (530) 345-1921 Myers Street, Oroville CA 95966 - (530) 533-2011 lise CA 95969 - (530) 872-6393 ❑ Biggs Unified School District, 300 B treet, Biggs CA 95917 - (530) 868-1281 ❑ Chico Unified School District, 1 3 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ Durham Unified School Dist ct, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ Gridley School District, 4 9 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School Di s ict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ Oroville Element School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ Oroville Unio igh, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 ❑ Paradise U ified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ Reco ed copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ C' of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ Other: Other: ❑ Other: Signature of Property Owner: FILE Date: 10/12/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. D Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-2131 Location: 2510 MESSINA AVE Parcel Number: 026-070-021 Date: 10/12/2007 Owner Name: MCGILL DENNIS D & MA, Phone: Description: DETACHED GARAGE 28X30=840 SQ.FT. Lf Signature of Applicant: Date: 10/12/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2131 Date: 10/12/2007 Location: 2510 MESSINA AVE By: TMP Parcel Number: 026-070-021 Sub Type: Private Garaee/Shop Owner Name: MCGILL DENNIS D & MA, Phone: Description: DETACHED GARAGE 28X30=840 SQXT. By signing below, I the,project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. 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T a� r� Assessoes Parcel Nu ber: [ � L e Le ZPJ 14 � Soale: 1 �� e C Owner Name Address 1 Phone No. Site LIDA otion J Contact. -Nance c _ //� ll �� ,�/�� hone od.hgr23,=3 Zoning: Gsnare I Plan ®esig: Size, Ams PROVIDE F®R ALI, - A®JACENT PARCELS SIZE (AC): 7®NONG: GEN PLAN: USES: BUTTE COUNTY STANDARD CONDITIONS FOR TENTATIVE PARCEL MAP APPLICANT: South Oroville Land Development DATE: 11/6/2007 AGENT: Lumos & Associates Inc. APN: 027-230-002 FILE #: PRED07-0009 PLANNER: Mark Michelena PROJECT DESCRIPTION: The applicant is requesting a Pre -Development meeting to review a development proposal. The development proposal consists of a Tentative Parcel Map to divide two existing parcels, totaling 732 -acres, into thirty-five (35) twenty -acre or greater parcels. The property is located north and south of Cox Lane, approximately one - mile east of the Wayne Charles Road and Cox Lane intersection, near the community of Bangor. Those items checked are conditions of approval. PLEASE CONTACT THE PUBLIC WORKS DEPARTMENT FOR COMPLIANCE WITH THE FOLLOWING CHECKED CONDITIONS: A. STREETS ® I. Prior to or concurrently with the recordation of the Parcel Map, provide a fully executed road maintenance agreement for all non -publicly maintained access roads on the County approved form. A note shall be placed on a separate document which is to be recorded concurrently with the map or on an additional map sheet of the Parcel Map stating: "In accordance with Civil Code Section 845, maintenance of the road as shown hereon shall be shared by those properties with a legal interest in it." ® 2. All access rights shall be reserved by deed per County Ordinance, offered for dedication, and depicted on the Parcel Map. Place the following note on the Parcel Map: "approved road name is a non-exclusive easement for ingress, egress, road and public services purposes, to be reserved in deeds and is hereby offered for dedication to the County of Butte." ® 3. Prior to the recordation of the Parcel Map, demonstrate to the Department of Public Works that there is approved access conforming to County Code to each parcel from a publicly maintained road. ❑ 4. Prior to or concurrently with the recordation of the Parcel Map, Deed to Butte County in fee simple feet of right-of-way from the centerline of I along the entire property frontage. The right-of-way shall be sufficient for the installation of Improvement Standard No. S-5 at all street intersections. ❑ 5. Prior to or concurrently with the recordation of the Parcel Map, relinquish abutter's rights of access to Butte County along the a frontage of parcels 1, except at approved access points. ® 6. Prior to recordation of the Parcel Map, provide street name signs per requirements of the Department of Public Works. Street names shall be reviewed by the County Address Coordinator and one name for each new street shall be recommended to the Board of Supervisors for approval prior to recordation of the Parcel Map. A minimum of five alternate names for each new street shall be submitted. ® 7. Prior to final road inspection, install all necessary traffic safety signs including stop signs. For all non -publicly maintained access roads, a note shall be placed on a separate document which is to be recorded concurrently with the map or on an additional map sheet of the Parcel Map stating: "No public entity shall be responsible for the maintenance of the traffic safety signs including stop signs. In accordance with Civil Code Section 845, maintenance of the traffic safety signs shall be shared by those properties with a legal interest in them." ❑ 8. Prior to recordation of the Parcel Map, obtain an encroachment permit and improve all new and existing driveway approaches to publicly maintained roads as specified in the County Improvement Standards and the terms of the encroachment permit. ❑ 9. Prior to the recordation of the Parcel Map, obtain an encroachment permit and construct a standard S-181 road approach in accordance with County Improvement Standards. Adequate sight distance at the intersection of access road and I shall be provided. Right-of-way required for construction of road approach and roadside drainage shall be provided. ® 10. Provide cul-de-sacs designed and constructed as specified in the County Improvement Standards. The Parcel Map shall show the cul-de-sacs. ❑ 11. Prior to the recordation of the Final map, construct or provide a performance bond and labor and material bond for the construction of a 1/2+12' / full street section on I to an RS -1 geometric standard. Minimum structural section to be I" AC, I" AB, prime coat, fog seal and 95 % relative compaction. Submit design to Land Development Division for approval prior to construction. "R" value determination and other data may be required to support the section design. Form a Zone of Benefit or other approved maintenance entity within the county's Permanent Road Division for operation and maintenance of interior street and storm drain facilities. ❑ 12. Prior to the recordation of the Final map, construct or provide a performance bond and labor and material bond for the construction of a''/z+ 12' / full street section on I to an RSJ road standard with curb, gutter, and sidewalk, I" AC, I" AB, prime coat, fog seal and 95 % relative compaction. Construct a ''/z+ 12' / full street section on I to an RS J road standard with I curb, gutter, and sidewalk, " AC, I" AB, prime coat, fog seal and 95 % relative compaction. Submit design to Land Development Division for approval prior to construction. "R" value determination and other data may be required to support the section design. Form a Zone of Benefit or other approved maintenance entity within the county's Permanent Road Division for operation and maintenance of interior street and storm drain facilities. ® 13. Prior to recordation of the Parcel Map, provide approved access to each parcel from a County maintained road or from a state highway. Improve parcels 1 through 35 frontages to RS -8 LD -II County Improvement Standard with single coat and improve Cox Lane from end of pavement at intersection of Wayne Charles Road to parcel being divided to RS -8 LD -11 County Improvement Standard with single seal coat. Submit design to Land Development Division for approval prior to construction. "R" value determination and other data may be required to support the section design. Form a Zone of Benefit or other approved maintenance entity within the county's Permanent Road Division for operation and maintenance of interior streets and Cox Lane. ❑ 14. Prior to recordation of the Parcel Map, submit road and drainage improvement plans for the installation and construction of the street frontage improvements on I to I County Improvement Standards. Improve parcel I frontage to a 'h+ 12' / full street section on I to an RS J road standard including, but not limited to curb, gutter and sidewalk for parcels with gross acreage of one acre or less. Construct or provide a performance bond and labor and material bond for the construction prior to recordation of the Parcel Map. ❑ 15. Street lighting shall be provided in accordance with Butte County requirements, accepted design criteria, and recommendations of Pacific Gas & Electric Company. Where the County has determined that it is not detrimental to health and safety, the developer may choose to only install electrical outlets for streetlights. If streetlights are to be installed, the annual energy costs shall be funded through a County Service Area (CSA), Zone of Benefit within a Permanent Road Division (PRD), or other entity as approved by the Public Works Director. The developer must complete the formation of the CSA, Zone of Benefit within a PRD, or other approved entity prior to recordation of the Final Map. The formation process will require the developer to fund the service until the beginning of the first fiscal year in which service charges can be collected and to agree to an annual maximum service charge to ensure continued operation of the facilities. ® 16. Provide circulation in conformance with County Code Section 20-133. ❑ 17. Prior to recordation of the Parcel Map, construct or provide a performance bond and labor and material bond for the construction of a landscaping strip within the public right-of-way adjacent to parcels 1. Submit design to Land Development Division for approval prior to construction. The Developer must complete the formation of a County Service Area (CSA), Zone of Benefit within a Permanent Road Division (PRD), or other Department of Public Works approved maintenance entity for landscaping prior. to recordation of the Final Map. The formation process will require the Developer to fund the service until the beginning of the first fiscal year in which service charges can be collected for the maintenance entity and agree to an annual maximum service charge to ensure continued maintenance of the facilities. B. DRAINAGE ❑ I. Prior to recordation of the Parcel Map, a plan for a permanent solution for drainage shall be submitted to and approved by the Department of Public Works. The drainage plans shall detail existing drainage conditions and shall specify how drainage waters shall be detained or retained onsite and/ or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be no increase in the peak flow runoff to said channel or facility. If storm drainage facilities serve new public roads, the developer must complete the formation of a County Service Area (CSA), Zone of Benefit within a Permanent Road Division (PRD), or other Department of Public Works approved entity prior to recordation of the Final Map. The formation process will require the Developer to fund the service until the beginning of the first fiscal year in which service charges can be collected and agree to an annual maximum service charge to ensure continued operation of the facilities. ❑ 2. Prior to final improvement inspection by the Department of Public Works, all new drain inlets shall be labeled with the county approved drain marker per County Standard S-40. Improvement plans shall show and/or note the requirements for labeling inlets pursuant to Butte County Standard S-40. ❑ 3. Prior to recordation of the Parcel Map, establish 100 year flood plain elevations and the lowest floor elevations for any structures, in accordance with Butte County Code §26-25. Show on the additional map sheet the elevations (by contours) and the location of an accepted NGVD29 (National Geodetic Vertical Datum of 1929) benchmark and a temporary benchmark on-site. ❑ 4. Prior to, or concurrently with the recordation of the Parcel Map, pay the applicable drainage fees in effect at the time of recordation of the Parcel Map for the I drainage area. (The current fee is now $ /acre.) ® 5. Prior to grading, a Construction Storm Water Permit will be required by the State Water Resources Control Board if the project results in a disturbance (including clearing, excavation, filling, and grading) of one or more acres. The Permit must be obtained from the State Water Resources Control Board prior to construction. If a Construction Storm Water Permit is required, place a note on an additional map sheet that states: "The development of this Parcel Map required a construction storm water permit. Construction activities that result in a land disturbance of less than one acre, but which are part of a larger common plan of development, also require a permit. Development of individual lots may require an additional permit(s)." C. PARCEL MAP ® 1. Show all easements of record on the Parcel Map. ® 2. Prior to or concurrently with the recordation of the Parcel Map, pay in full any and all delinquent, current and estimated taxes and assessments as specified in Article 8 of Chapter 4 of Division 2 of Title 7, of the California Government Code commencing with Section 66492. ® 3. Pay the recording fees in effect at the time the Parcel Map and related documents are recorded. ❑ 4. Prior to or concurrently with the recordation of the Parcel Map, pay all applicable assessments established by affected assessment districts, in full. ❑ 5. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet of the Parcel Map regarding I. i ❑ 6. Prior to recordation of the Final Map, a preliminary soils report or acceptable soils waiver letter prepared by a California registered civil engineer and based upon adequate testing shall be submitted to the Department of Public Works for review and approval. M-kkAL o �� -�� G i �� � -x.5 9 �1 LL ALTERNATE BRACED WALL PANEL � ibrQ�e mvmdmmmwvllumu ] ]¢Sem531U umm pm.,ma»Pturueerdsmmm MPiueel ulnad (ymtx[tavroap(2y W Eotla+a ] u RAu ecmaan.t mv.ne Omen damns Aeuamd ntw M 4v m;artd 4r nuvOmm d .�eaq 6a aur d. voaaY OudLes am en W .,n vad in.n e. m �ewa,ae. wm a eum Re.n Pte. cs �. pr.eoe a,oaaa eau e. v,wda m mo nn. ad cadea e�.f ee esw ower av ea ee truCmlv00veuN N.ug�ohn.gfad(r anp.�q,.]pSsdweaAOm S Atwasf)ned W.O Pad'�uc]Lhuadmaeumdvou efcn•vary Gn'IEmy(UOC U1611 4) la�nanlnd4Yr Mna *gc!RI4A1 r •' �• T p `( � � , � [ � \ ] ��/� r ]� I ; { 2 \ ! r Tj L 3 TA \77 I}} . `| rp \ . \ ��\ , /\ - � � . . |( L j -� . ��! � [ T p `( � � , � [ � \ ] ��/� r ]� I ; { 2 \ ! r Tj L 3 TA \77 I}} . rp \ . \ ��\ , . |( L j -� rpl / . I �/\ ' 11 r i E7 � k __ -ƒ�:- - - - � - � -�� U x i c. '�x:' ^.. A•'ia��:; �';,i. .�,ar " •'•'4.e.�Y�}!^ s Qat,+, .• ./ . O A C',' p o r+ d�y�3 °9790 - 1 41 i 'f i "`• �1• :ems.•-'. pCk - -,. • t _.gyp• � iii J o �p �' � - Sit l• - Jr ', _ .� v x At 6ei I{ ' At EM i 555 !;. 666 TU rr a 1 9106 Y6�� VG 6 6 • �` } ` lip •t •+ •`- •`:tee _ _ L $17 0 a ' 33 io 5�3� � Elli t Ft ayj; p .p•,i. s • s � tt J p640Y1 I I I . .r .��.,.��... ,�. BW �- P gyp �.v. • ou. a-ro L 9w ypaa � " . �oa RESIDENTIAL r f• • ! 026-070-021 PERMIT#97-0589r,`l McGILL, Dennis & Marilyn 2510 Messina Ave., Palermo f New Single Family i.c r .�t t� #i OFFICE /COPY Address`'! r` GAS Meter Date 9 � y 9s ELECTRIC j+ Meter By�, Dates-�/ l ! 7 OFFICE COPY ; i Address CAf ELECTRIC Meter By Dat j 1 J08 FINALED (Date Signature s �•1 `yam, . i Not OK �K 0 RESIDENTIAL Not Applicable = Not Remy Date NDERFLOOR (Plans) OK except #'s 4-1"Zoning.Setbacks;sments-Flood-Slope 2�4tg., Main; S ' -Ete� - j, LN Ftg. Depth (Single & Du 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ PFtg. Depth Date tg. Porches & Decks; Soils -Steel-/ Z_/' Ftg. Depth ; G•/ 9 Date temwalls, Main; Steel-Blockouts-Wrapped 6. S�walls, Garage; Steel-Blockouts-Wrapped 64,.O'Hold Downs and Special Anchors 7. Slab, § I -Wrapped s-Firepla -Ste { (VD.W.V Way C/ Sewer Test 10. UF. Gas Pipe; Size Anchors -Yard Gas Piping; Size Test EcyGround made up w/Mech Fastners-Bond Gas & Water ater Pipe; Test -Anchors -Regulator -Service Test .12. Elec ' Underground Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga C�u or Al ienums & ts; Clearance -Mat -Support-Ins. �4�i -Anch s- en .Cri " s 15. 16. Ac s entilatton> Insulation ' 1 Date - -0-7 Card B-1 AL6 Date q7 Card B-1 Date 520 -Q Card B-1 " DateS� 'g-7 Card E-1 2�5 Date PLUMBING er ') O s Card B-1 &IS Date Card B-1 Water tr.; Vtt-Ac ss- mb ion it B e 1 r Pipe; T & , chor-Nail Protectio ECHANICAL (Permit) OK except #'s D.W.V i & A or-Nai tection 20. - Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access i Gas Pipe; Sixe & Anchors fi Date 7-y Card B-1 &Date !� 7 Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s . Fixture & Transformer Clearance -Ins. Protection pec. Receptacles Spacing -Lights & Switches at Doors ! ' Siz Boxes & No. of Conductors Stapled r omex Installed Close to Edge of Studs & C.J. . EcyGround made up w/Mech Fastners-Bond Gas & Water JV2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga C�u or Al 3 - - ange Circ. / ' / ga4 or AI -Oven Circ. / / ga Cu or AI Ins ated Neutral &Ws 0 No Service -Riser Conductors & Ground -Main Disconect IX 32. Equip. Clearances Panels-Motors-Mech. Epuip. I es Closet Light -Shower Light -Spa Light moke Detector tl I Date - ,Q'7 Card B-1 &IS Date Card B-1 Date 7„�?- 9'7 Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s jo. Ducts Insulation & Support L. ent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade -*38. Furnance-Vent Access -Comb. Air -Return Air Vent I lUdfet 39'. e in Attic Date 7 f 9-7 Card B-1 Date Card B-1 Date Z-51--79 Card B-114/3 Date Card B-1 Date FRAMING (Plans) OK except #'s 44 -"Sits Proper Materials & Anchors 43 -'<all Studs -Nailing Spacing & Braces -Plates -Sound 4 ring Wal> over Girders & Floor Nailing Dr t in Walls (rat proof) Fire ops, Furred Ceilings -Stairs -Chaser -T eaders & Beams -Size & Bearing Date pl oat clearance / Attic ActeK, S' ome ectio Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions Openings 5& -fit. Doors -One 3' -Check Garage 3rd Story, 2 Exits q -Fire Protection 56C VjWood on Ro3,�Uverhang-Attic Vents -Rafter Outriggers 57. S!peco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection-Skvliohts-Plastic 59. She ails; Nailing -Bolts OWBrae€WallPanels t --IA-"-.,. 1 1n n(- ... -/! Date ���� CardB-1 Date _/y_ CardB-1 dZ Date -,7_ jj _cf-7 Card B-1 i Date / Card B-1 Date __ FINAL (PlanslJBt-exceat Fkj/Smoke Detector 6Prnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 6L-8'e'd room Exiting F.I. & Bath Fixtures & Tub Access -Spa �. Trim & Subpanel, Breaker Sizes & Labels 69,!.Siaicc.&.&a rance-Hearth lec. O ets at Wo Panel, Int. &Ext. Fixt. & AplWi nce; und. a " Co ” g Clearance 74-'Elec. Outlets & Recepticales at Kit. Counter a Landing -Closure 7 am er 7 tr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. In rage; Above Floor-Mech. Protection 7 Elec. & Mech. Equip. Listed for Location EI Receptacles in Garage G.F.I. -Romex Prote tion Insulation -Foam -Looked in A 'c 0' structio p dn. VBents & Crawl Hole Door Drainage & Wood -Earth nce Looked under Flgor fl Yes No/Walks 0 Yes 86!Vents Above Foof, Plbg-64iance-f4rLep-laceRlearance to Openings Water WellAp�sconne6iQleca�Plu&ding erior Elec. Trim, G.F.I. R ceptacle-Underground tin lation Throught House ass Protection Correction!jrorh Previous I pections _9 a Meters Ta Gas -Electric a ter & Sewer Connected -C/O to Grade -HD Approval �93. EnSgy Compliance Certificate -Other Certificates Date ���_ f+� Card B$ Date Card B-1 Date and B- Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK O = Not OK Not •=NotRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / /°L'ft. / /Nat. or/ /l -'ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements Card 8-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test-DemandValve-Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged S. Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 11. Can of Occupancy 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 9 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ". 411 Main Street, Chico, CA - (916) 891-2751 u. . 7 County Center Drive, Oroville, CA - (916) 538-7541 r CORRECTION NOTICE -9 OWNER PERMIT NO. a A routine inspection indicates that the following violations of Butte County Ordinances exist at `r the above address and should be corrected. Please notify this office whegt correction of work r.` is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact -this office immediately. t Fet / tl' v L4,57 f Pit'�- REV 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE 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 contact this office immediately. / '- _0 '& /n „ _ _ _ 1 - 1, /r" i { i z Date �—�' 9 Inspector - O- A J : —�– REV 10/92 0% COUNTY OF BUTTE -.. ' BUILDING DIVISION r. 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 indi, the above address and s is completed. If you have r� please contact this of ILWzy"'i T"' A that the'following viol bec�yrrected. Please uesXfons oertainino to �J PERMIT N of Butte/County Ordinances exist at . thiso fice when correction of work atter or need additional explanation, 3 f.. :4 - Y'- {F� ti l' -7 Date Inspector' REV 10/92 •"F-,_ . COUNTY OF BUTTE • ` BUILDING DIVISION Y DEPARTMENT OF DEVELOPMENT SERVICES 4 1469 Humboldt Road, Chico, CA.z�. (916') 8.91-2751 7 County Center Drive,'Oroville, CA - (916) 538-7541 ---- 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE s�9 OWNER PERMlY 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. If you have any questions pertaining to this mater, or need additional explanation, please Contac this office immediately. l Date REV 1 its COUNTY OF BUTTE BUILDINP DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, 0'rbville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE s. OWNLR 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. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -o �a,4 M DGte REV 10/92 Inspector COUNTY OF BUTTE' 4 . BUILDING DIVISION ?-ft 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 PERM O. 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, i COUNTY OF BUTTE 3 BUILDING DIVISION ay ` DEPARTMENT OF DEVELOPMENT.. SERVICES ` 1469 Humboldt Road, Chico, CA - (9161 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 Toad, Paradise, CA - (916)",872-6307 CORRECTION NOTICE 97 - OWNER "- PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above a_d,less and should be corrected. Please notify this office when correction of work is complet�lf you have any questions pertaining to this matter; or need additional explanation, please contact this office immediately. (N zz IN r \j s Date Inspector e I , REV 10/92 /, Insulation Certificate Numba acid Strcct County Subdivision Description ofinstallation city. ROOF ' Material = u Brand Name Thickness (inches) Thermal Resistant a (R -Value) Lot Numbc CEILING / Batt or Blanket Type _,f�%%� Brand Name Thickness (inches) /aye Thermal Resistance (R -Value).. Loose Pill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches K--inuracturer's installed weight per square foot to ncheive Thermal Resistance (R -Value) EXTERIOR WALL Material . �q 77— Brand Name Thickness (inches) %4 ". Thermal Resistance (R -Value) RAISED FLOOR Material Brand Name Thickness (inches) S% Thermal Resistance (R -Value) r SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) _ Declaration Brand Name Thermal Resistance (R -Value) . Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation Was installed in dic building at the above, location- in coi6imanc...... with the current Building Energy Efficiency Standards -for new residential buildings contained in Tide 24 of the California Administrative Code. ' �vl d b -C ReAsed December 1992 7i£P1fct'nbrictor (Builder) License Numbcr Z7 --z'7 �nahtre anda Date ctor (T.nsuladon Tnstalla) Liccnse Numbct .. Signature and •T'iae Date WESIEKN-WUUllS ILL: ylb-343—J25L1 tell L1,7r IV -Z/- Ivu.Vlo r.Vl 1 a APAy .Certificate .-of-. Conformance Certificate 37 707 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked witha collective mark of American Wood Systems (AWS) were manufactured in accordance with the specifications indicated below. ( ANSI Standard A190.1.1992, for Structural Glued Laminated Timber n F.1 loci Name Joli Location,:•_� Customor's OrdAr No, CA Dale r'--.A� �t-a . Mfpr's Mini No—. 0. .....� 1 t , Ai 1 WV ! f a___k,F4 __......,. 9 riCoD,tu:manY —--............_. IT 1S HEREBY CERTIFIED that the structural glued laminated timber production of the above- named manufacturer whic=h carries a collective mark of /American Wood Systems (AWS)•is subject -- to regular audit by American Wood Systems, such audit consisting of the inspection -with' reasonable frequency of the manufacturing process, will) adequate sampling to verily the quality of, glulam construction and the adequacy of. glue bond. W OOp Q\�'roPpURgj;ti�J'��� by '/�—� Thomas G. Williamson Executive Vice President + SNI N AMERICAN WOpn RYSTEMS -A Il1;LATE D conpoiIAT ION OF APA WESTERN -WOODS TEL:916-343-5821 Jul 01,97 14:44 No.019 P.01 Certificate. -of Conformance Certificate 43957' THE UNDERSIGNED MANUFACTURER HEREBY. CERTIFIES.that the structural: Wood products identified below and marked. with a collective mark of American -Wood Systems (AWS): were manufactured in accordance with the specifications indicated below. i( ANSI Standard A190.1-1992, for Structural Glued Laminated'Timber n 0 Proof loaded and joints WESTERN WOODS Job Name Job Location CHICO, CA + Customer's Order No. 60534 Date 06-13-97 57-7522 Mfpr's Order No ayfv� GGvc•,,, 3��' A-folo /%fid 3Y&k/z. iv,��' Signature u ri t Technical Director Title Willamette Ind. Vaughn, Oregon 06-I3-97 Company Address Date IT IS HEREBY CERTIFIED that the structural glued laminated timberproduction of the above- named manufacturer which carries a collective mark of American Wood Systems. (AWS) is subject to.regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. . Jt OO� •.�. •'��`�pN Wp Sr��. `�pPORgr J�►G ♦ do SEAL H ' ♦ r • • W b Y Thomas G. Williamson Executive Vice President AMERICAN WOOD SYSTEMS -A RELATED CORPORATION OF APA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovillo, Qglifornia; 95965 - Telephone (916) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT q7- O ASSESSOR PARCEL NUMBER 026-070-021 ZONING ARMH1 BUILDINGPERMIT OWNER DENNIS & MARILYN MC GILL TELEPHONE SO. FT. OCC. BUILDING VALUATI N 1534 R 82 836. OWNER'S MAILING ADDRESS 204 WATT LN OROVILLE, 95965 1391 C 18,083. CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1001919. ARCHITECT OR ENGINEER NONE UCENSE NO. Filen Fee $ 20.00 Permit Fee $ 643.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 417.95 BUILDING ADDRESS 2510 MESSINA AVE Energy Plan Checking Fee $ 23.00 PALERMO $ PERMIT FEE $ 1,103.95 LOT NO. SUBDNIS ION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF I Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 7.00 63.00 Solar or heatpump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15-00 15.00 TYPE OF WORK New ]0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 1 9_00 Mobile Home S G W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2..AAOORLLEESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith 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 as their sole compensation, 'Will do the work, and the structure is not intended or offered for sale. VI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. 3.50FTSO : 53.65 NEW CONST. MULTI.OUTLET NON-RESID. A1.�o U 07.50 POWER APPARATUS 8 SINGLE Ol T. CIR. Ex. Occup. OUTLET OR FUTURES BAS@' o LNS Ex. Occup. ours RES D.OEa 5.00 Temporary Service 23.00 --- Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 96.65 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 he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, 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 s' compensation pr 'ions of section 3700 of the Labor Co 1 shall co y with ro 'sions. X __ Date 4ure SigAppli ant - Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demoli IodiDj struction of structures over 3 stories in height. �a�� � MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT 31 TON 1 115.00 Cooling 25.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 66.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC CONST. TYPE OTAL FEE $ 1,456.10 " D' F IMj> j� Foo �pDF I, ppRCEL h 80 t1 HD Iss This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. at _ ( / 98 ete Receipt No. 210337 -- 520.95// 22/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLD E ROD -APPLICANT 4 COUNTY OF BUTTE DEPARTMENTIF DEVELOPMENT SERVICES -BUILDING DIVISION • 7:COUNTY CENTER DRIVE, OROVH tEpC-11FORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATIONDATA SHEET OWNER: E h h i ASSESSOR PARCEL NUMBER: "Q Proposed Building Use:'Building Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or i uance: Date Received By *Otlitems have been submitted .------------------------------------------------------------------------------------- t plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ` ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- C35. Engineered truss details and layout in duplic a (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C buildings . --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ �,�i1 Fees of $ -------------------------------------------------------------------------------------- `1 1 Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ----------- --------- -------- ------------------------------------------------------------------ 4. Sanitation and plot plan approval © �' ealth Department. ---------------------------------='==------ ❑ City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- •.el,R'f9. Encroachment Permit for driveway, (construction approval prior to occupancy). ----- 1320. Pre -inspection for required.. Request to Building Inspector on ❑2l %Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22 Workers' Compensation carrier and. policy number. -- ------ ------------------------------------------------ Owner -Builder Verification (Given to owner ailed to owner ❑). -------------------------------------- ❑ 4. Letter of -'signature authorization. ------------------------------------------------------------------------------- 25 Recorded copy of Agricultural Acknowledgment 'Statement. -------------------------------------------------- E126. ------------------------------------------------- ❑26. Letter of intent on building•use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ------------------------------------------------------ E128. Existing violations and/or expired permits. ---------------- =---------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: y- 10- s7 (Date) ?7 When you issue the permit, process.as follows El -Mail to owner, /❑�M,,a�il to ntractor. elephone 000and hold fo pickup at U t'JV i�office ./O �eliv%�r Spector. C ��r Applicant- �/ � � � Dater Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, r owner advised of the above uired data by ❑ phone, ❑ mail, ❑ Bu'ldin D' ' io ounter, by Date: Plans reviewed by: Date: — Z - Plans approved by: Date: —/ Sets of plans on hof in ❑ Plan Cabinet, ,❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building )ivision. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (9.16) 538-7541 SCHEDULE OFFEESDUE Dennis OWNER Ma { 2 r PROPOSED BUILDING USE / )P tA BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 042. SCHOOL DISTRICT FEES�+� (paid at District Office) �3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $_ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ i Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) ltd , 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) " t 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #�o DATE_ REC # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. Thes es may be ch ed during the plan checking process. APPLICANT j �/%� (r DATE Original -Owner Copy -Building Div. (Rev. 12/96) h COUNTY OFBUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center .Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSD, ,Q�AR,�L N�IMBER O m� 2ON1NG RION BUILDING PERMIT owNERn h + C �' > l TELEPHONE SO. FT. OCC. BUILDING VALUATION OM1�/73 MAILING ADD S9 � rvl v � E' 9 � , © h l/ /] `�9 r V' ::MU A ;C91fRACTOR•4 NAME TELEPHONE CONTRACTORS MAILING ADDRESS . kOC. i .•.iINDEA r. .. •, •LENDER'S Fireplace ' MAILING ADDRESS ' 1.Total Valuation is I 0o, t/ ARI HRECT R ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ T .'%MAILINGHITECT OR ENGINEERS MAILING ADDRESS , ( Plan Checking Fee $ BUILiDINGADDRESS ^S�D SSS a p! Energy Plan Checking Fee $ $ 7- PTY! PERMIT FEE S IWTNO. SUBONIs1o"NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap7.00 3.00 . USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other ' SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 /S: OC) Each gas water heater or vent 15.00 S_ TYPE OF WORK . New` Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos oa '.os 23.00 JJ D - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for.the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 NEW CONST. DWELLING OCCUCUP. OR ADDNS. ( 6 ACC. BWS. SO 3.50FT. S NEW CONS NO N�RESID. . MULTI.OU CC.TI 7 @7.50 POWER APPARATUS & SINGLE OUTLET CIA, Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 SAL n .w Ex. Occup. GinEt�. (RRo .DFRn 5.00_L t ' Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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. Q I have and will maintain workers' compensation insurance, as required by Section -3700 of the Labor Code, for the performance of work for which this permit is issued. My `workers' compensation, insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) E)not employ any person in any manner so as to become subject to workers' 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 Cl Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating ZS, Cooling Hood 6.50 Ventilation �- PERMIT FEE S 5` Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE HA2. FE IMP FL D CDF PARCE PD HD ISSUE This permit is he y issued under the of the Butte County Code and/or indicated above for which fees have �- By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Da 10 Receipt No. WHITE-D.D.S.-B.D. CA ARY•ASSESSOR PI INSPECTOR GOLDENROD -APPLICANT Willamette Industries, Inc. Western Administrative & Sales Office August 28, 1997 Endeavor Homes P.O. Box 1947 Oroville, CA 95965 2730 Pacific Blvd. S.E. P.O. Box 907 Albany, OR 97321 (541)926-7771 Atten: Glen Mark Durk at Western Woods has requested information for you on the adhesives used in our glulam beam products. "Willamette glulams are manufactured with wet -use adhesives that conform to ASTM standard D 2559-84." Enclosed are two copies of our glulam brochure which contains general information on our glulams and specifically our adhesives on pages 6 & 7. If you have.any•questions, please feel free to call. Sincere y, z' I 1, R. Larry Foley,:P.E. . Product Manager c: Mark Durk - Western Woods V TRUSS VCHEDVLE TAILS XARK PROJECT,9 P -ITCH SPAN AXT. DESCRIPTION � •$ P61 4 39 4 , SiAr�l L�:,A 3 ' " +� 4' 12'�2: 12 3 CAT1r i 3 t A 4-'.17- 3 4 14 ST"a.�L� 3�4 I uL'c� GI►�;:r� �� �+ el F. 7A 1 -.,21 N F-_� COONTY: 13 Li CONTRACTOR:. EI I I •II TAIL CUT:• 1. PLUMB- 39-04-00 ----4- LL 64 ■! a . a I� ..1. MIEWU small 64 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF N16BTR 1- 6 BOTTOM CHORDS: 2x 4 DF Y16BTR 1- 6 WEBS: 2x 4 HF STAND 1- 9 TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. TRUSS SPAN 39'- 4.00' LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0) +DL ( 7.0) ON TOP CHORD - 23.0 PSF OL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD - 33.0 PSF* R5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 19-08-00 19-08-00 12 12 4.00 � C -4x6 -J4. 00 ANSI/TPI SINGLE MEMBER FORCES 4WOH T 1- 72 B i- -69 W 1- -859 W 6- -69 T 2= -744 B 2= -69 W 2= 823 W 7= -222 T 3- -683 B 3- 704 W 3- -222 W Be 823 T 4= -683 8 4= 704 W 4= -69 W 9= -859 T 5- -744 B 5- -69 W 5- 143 T 6= 72 B 6= -69 LEFT - 176 RIGHT - 176 INT. = 925 @ 7'- 1.2' INT. - 925 @ 32'- 2.6' BEARING AREA REOUIREO (SO. IN) JOINT 1 .28 OF / .43 HF / .41 SPF JOINT 7 .28 OF / .43 HF / .41 SPF JOINT 8 1.48 OF / 2.29 HF / 2.18 SPF JOINT 12 1.48 OF / 2.29 HF / 2.18 SPF -01-03 Scale: 3/ T-39-4-33* FILE NO.: DATE: 1/23/97 REF.: 25 -IDES. BY: RW SED.: 039730 C-56 (S) C-56 (S) 39-04-00 PROVIDE FULL BEARING. JOy�,` F�� rn �O�a6 � >� �c EXP.3r31'"�Q Q EN�►���`�°�� \TF OF CP�`F 0 0 MITT sJ-V WARNINGS: General Notes, unless otherwise noted: 1. Read as General Notes and Warnings before consImctlon of trusses. 1. Design to support loads as shown. Ver 5. 1 .01 2. guilder and erMlon contractor should be advised of all Genual Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 2'-0 o.c. and at 12'-0' o.c. respectively. be Installed 3. 2x4 Impact bridging or lateral bracing recommended where shown + + 3. 1x3 compression web bracing must where shown +. i 4. Ali lateral force resisting dements such as temporary and permanent bracing, 4. Instalation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete structure. and are for -dry condition' of use. Computrus assumes no responsibility for such bracing. bracing 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 1 jC13.MPUTr.US1nc. 6. No load should be applied to any component urns after all and design n assumes adequate drainage is provided. 7. Desies f are complete, and at no time should my loads greater than 8. Platshall be located on both faces of truss, and placed`so their center loam bads.be e appned to any component. lines coincide with joint center lines. MANUFACIURNG . ENGNEERNG . COMPUTER SYSTEMS 6. Computrus has no control over and assumes no responsibility for the 9. Digits indicate site of plate in inches. fabrication, handling. shipment and installation of components.1 O. For basic design values of the Computrus Plate, indicated by the prefix m 7. This design Is furnished subject to the sftatlons on truss designs set forth 'C', see I.C.B.O. R.R. 4211. by the Truss Plate Insnhute In'Bracing Wood Trus-, HIB -91', a copy of 11. The Computrus Net Section Plate is indicated by the prefix 'CN', the is All 20 , which cow be fumished by Computrus upon request. designator 118) indicates 18 ga. material used. others are ga. LUMBER SPECIFICATIONS TRUSS SPAN 39'- 4.00' LOAD DURATION INCREASE - 1.25 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. TOP CHORDS: 2x 4 OF #16BTR 1- 6 LOADING BOTTOM CHORDS: LL( 16.0)+DL( 7.0) ON TOP CHORD - 23.0 PSF 2x 4 OF i16BTR 1- 6 OL ON BOTTOM CHORD = 10.0 PSF* WEBS: TOTAL LOAD - 33.0 PSF* 2x 4 HF STAND 1- 9 *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. 19-08-00 19-08-00 12 4.00 L-� C-46 0 ANSI/TPI SINGLE MEMBER FORCES 4WOH T 1- 284 B 1- -269 W 1- -870 W 6- 77 T 2= -743 B 2= -273 W 2= 997 W 7= -322 T 3- -817 B 3- 712 W 3- -327 W B- 995 T 4= -817 B 4= 714 W 4= 79 W 9= -868 T 5- -746 B 5- -270 W 5- 236 T 6= 281 B 6= -266 LEFT - 119 RIGHT - 120 INT. = 983 @ 7'- 5.5' INT. - 981 @ 31'-10.5' BEARING AREA REQUIRED (SO. IN) JOINT 1 .19 OF / .29 HF / .28 SPF JOINT 7 .19 DF / .30 HF / .28 SPF JOINT 8 1.57 OF / 2.43 HF / 2.31 SPF JOINT 12 1.57 OF / 2.42 HF / 2.31 SPF 12 -J4. UU 08 Scale: 31W 02.00 2.00 12 f2 39-04-00 PROVIDE FULL BEARING. J OyiS'1�� O o. 4080' Z EXP. Q \/YAC EN6��`��'oQ`'� 0 9:111 1 15UTTiE f Ty D WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction o1 trusses. 1 . Design to support loads as shown. Ver 6. 1 .O 1 7 S C-3 9-4-33* 2. 6ullder and erection contractor should be advised of as General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO .. Warnings before construction commences. 2'-0 O.C. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be Installed where shown .. 3. 2x4 Impact bridging or lateral bracing recommended where shown + + 1 23/97 4. Installation of truss is the responsibility of the respective contractor. DATE: ( 4• Ali lateral form resisting dements such as temporary and permanent bracing, 5, Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete stature. and are for 'dry condition' of use. • - _ Computrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. S. No load should be applied to any component umll after as bracing and necessary. REF.: 2 5-11ES . BY: RW fasteners are complete, and at no time should any loads greater than design 7• Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center ioads.0e applied to any component. lines coincide with joint center lines. MANIIFACIL-Q . ENOINEERING . COMPUTER 6YDIEM6 SED • : 039731 6. Compulms has no control over and assumes no responsibility for the 8. Digits indicate size of plate in inches. • fabrication, handling, shipment and Installation of oomponents. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth 'C", see I.C.B.O. R.R. 4211. by the Truss Rate Institute In'BracIng Wood Trusses, 1418.87', a copy of 11. The Computrus Net Section Plate is indicated by the prefix 'CN" the , which will be furnished by Computrus upon request. - designator (18) Indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF /1&BTR BOTTOM'CHORDS: 2x 4 OF #1&BTR WEBS: 2x 4 HF STAND TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <- 12"OC, UON. TRUSS SPAN 25'- 4.00' LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0) +DL ( 7.0) ON TOP CHORD - 23.0 PSF OL ON BOTTOM CHORD - 10.0 PSF* TOTAL LOAD - 33.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. VESSIOV Refer to CompuTrus standard �, i0/y,� �a gable end detail for complete specifications. 0 �n 1 40806 0 . %P' 3-31-99 12-08-00 12-08-00 Ilk *sr ��l 12 � 12 EN2.00 C -44.3X2.00 qT£ OF CAl-��� MC-1.5x2.6 or equal at uprights. " 43 innBUTM I o -2.5x6 / / / 0. 5° / C -2.5x6 / C-56 (S) Provide full continuous bearing�.�"� 25-04-00 Scale: 1/ " JOB NAME: C McGILL ENDEAVOR *2 CALIF. WET STAMPS* NORTH VALLEY LUMBER & TRUSS OROVILLE JS GAB -2 S-2 —3 3* WARNINGS: 1. Read allGeneral Notes and Waminos before construction of trusses. 2. Bulider and erection contractor should be advised of all General Note, and General Notes, unless otherwise noted: 1 . Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at Ver 6.1.01–M FILE NO.: Weming, before construction commences. 2'•0 o.c. and at 12'-0' o.c. respectively. 3. 2x4 Impacnt bridging or lateral bracing recommended where shown + + 1/23/97 3. 1a3 compression web bracing must be butaBed where shown +. 4. Ali lateral form resisting dements such air temporary and permanent bracing, 4. InstalatioOf truss Is the responsibility Of the respective contractor. 5. Design assumes trusses are to be usein a non -corrosive environment, DATE: t must be designed and provided by designer of complete structure.and Computers assumes no responsibility for such bracing. s. be to bracing and are for 'dry condition of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 1 CompuTrus Inc. REF .: 2 S-1 DES. BY: RW No load ,could applied an y component uric cher all fasteness are complete• and at no time should any loads grater than design 7• Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center SED..: 039732— - load, p• applied to any component. S.Comphrtrus has no control over and assumes no reeponsWBhy for the lines coincide with joint center lines. S. Digits indicate size of plate In inches. MANUFACTURNG . ENGNEERING . COMPUTER SYSTEMS fabrication, handling, shipment and Installation of components. 7. This design Is furnished subject to the limitations on truss designs set forth 10. For basic design values of the Computrus Plate, indicated by the prefix 'C', see I.C.B.O. R.R. 4211. - by the This.Rata Institute In'Bradng Wood T•usses, HIB•91', a copy of 11. The Computrus Net Section Plate is indicated by the prefix 'CN', the designator (16) indicates 18 ga. material is used. All others are 20 ga. which will be furnished by Computes upon request. LUMBER SPECIFICATIONS WARNINGS: 39- 4- 0 DUTCH GIRDER SETBACK 7- 0- 0 FROM END WALL 1. Read ere Gennd Note. and Warnings before construction of trusses. 1. Design to support loads as shown. ANSI/TPI 2 MEMBER FORCES 4WOH 2. Design assumes the top and bottom chords to be laterally braced at FILE NO .: SUPPORTING 7- 0- 0 2'-0 o.c. and at 12'-0' o.c. respectively. lateral bracing + f,y�arridng. 3.-/�sQ'compres.lon web bracing must be Installed where shown r. T 1- 3334 B 1- -3162 W 1- -516 W 7- -2326 SIZE SPECIE GRADE PANEL(S) must be designed and provided by designer of aomplate struaur•. LOAD DURATION INCREASE = 1.25 + Computrus assumes no r•spon.lblllty for such bracing. bradng and 6. Design assumes full bearing at Iall supports shown. Shim or wedge if necessary. f T 2= 3740 B 2= 3574 W 2= -1752 W B= 1300 TOP CHORDS: 8. Plates shall be located on both faces of truss, and placed so their center load, be applied to my Component. lines coincide with Joint center lines. MANUFACTURING. ENGINEERING . COMPUTER SYSTEMS T 3- 3614 8 3- 5792 W 3- -7488 W 9- -7488 2x 4 OF i116BTR 1- B LOADING 7. This deslgn Is furnished subject to the limitations on truss designs set forth 'C', see I.C.B.O. R.R. 4211. T 4= -3574 8 4= 5792 W 4= 1300 W10= -1752 BOTTOM CHORDS: T 5- -3574 B 5- 3574 W 5- -2324 Wile -516 2x 6 OF #16BTR 1- 6 TC UNIF LL( 32.0)+DL( 14.0)= 46.0 PLF 0' .0" TO 39' 4.0' VERT T 6= 3614 B 6= -3162 W 6= 586 WEBS: TC UNIF LL( 56.0)+DL( 24.5)- 80.5 PLF 7' .0" TO 32' 4.0' VERT T 7- 3740 2x 4 HF STAND 1-11 BC UNIF LL( • .0)+DL( 22.5)- 22.5 PLF 0' .0" TO 39' 4.0' VERT T 8- 3334 BC UNIF LL( 40.0) +DL ( 30.0) = 70.0 PLF 0' .0" TO 39' 4.0' VERT a(' lop TC LATERAL SUPPORT <- 12"OC, UON. LEFT - -654 RIGHT - -656 BC LATERAL SUPPORT <= 12"OC. UON. TC CONC LL( 224.0)+DL( 98.0)= 322.0 LBS @ 7' .0' LEDG INT. = 4720 @ 6'- 6.8' TC CONC LL( 224.0)+DL( 98.0)- 322.0 LBS @ 32' 4.0' LEDG INT. - 4720 @ 32'- 9.3' OFF PANEL SPLICE NOTE: Off panel point splices are located ( 2 ) complete trusses required. Join BEARING AREA REQUIRED (SO. IN) at 1/5 the panel length +/- 6' at together with 15d nails staggered at JOINT 1 1.05 OF / 1.62 HF / 1.54 SPF either end of the panel indicated, i:2' oc throughout bottom chord and JOINT 9 1.05 OF / 1.62 HF / 1.54 SPF except end panels. 12' oc throughout tap chord and webs. JOINT 10 7.55 OF / 11.66 HF / 11_LL.2F NOTE- 1x3 BRACING AT 2'-0" 0 C I Note: Stagger splices on adjacent members. JOINT 14 7.55 OF / 11.66 HF FOR ALL FLAT TOP CHORD AREAS. +Laterally brace to roof diaphragm +2x4 web brace required. 19-06-00 19-08-'00 12 12 4.00 C7---C-4x4.3+ a 4.00 C -5x9.4 C -36(S) 7-02-00 C -4x9.4 C -2.5x6 -2.5x6 * -5. 1. 6-06-12 Scale: 311W_ pa J R' o. 40806 EXP. 3-31-799 EN61��% C -5x7.7 C- x7.1 --F$2 V C -4x9.4 C -2.5X6 "I" PROVIDE ADEQUATE ANCHOR FOR UPLIFT + + + + Y Em ITT LE COMTV 5x11,9 C-5.50.4 C-2.56 C-5.50.4 C -5.5x11.9 * C -2.5x6.. R*( CN -5.5x 11.9 (S) CN -5.5x 11.9 (S)IMP PROVIDE FULL BEARING.* 011 �i1►.• WARNINGS: General Notes, unless otherwise noted: 7DG-39x7-4-28 1. Read ere Gennd Note. and Warnings before construction of trusses. 1. Design to support loads as shown. Ver 5.1.01-M Z. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO .: befor. construction oommenoes. - 2'-0 o.c. and at 12'-0' o.c. respectively. lateral bracing + f,y�arridng. 3.-/�sQ'compres.lon web bracing must be Installed where shown r. 3. 2x4 Impact bridging or recommended where shown + 4. truss the responsibility of the respective contractor. 1/23/97 ( 4. Ag lateral force reslsting dements such as temporary and permanent bracing, DInstallationignasof is 5. Design assumes trusses are to be used in a non -corrosive environment, be used DATE: must be designed and provided by designer of aomplate struaur•. and are for 'dry condition' of use. Computrus assumes no r•spon.lblllty for such bracing. bradng and 6. Design assumes full bearing at Iall supports shown. Shim or wedge if necessary. f CompuTrus Inc. REF .: 2 S-1 DES. BY: RW S. No load should be applied to any component tmts after all loads design7. Design assumes adequate drainage is provided. - festanen err• w ler., and at no time should an to than "'p y a" 8. Plates shall be located on both faces of truss, and placed so their center load, be applied to my Component. lines coincide with Joint center lines. MANUFACTURING. ENGINEERING . COMPUTER SYSTEMS SED.: 039733 6. Computrus hes no control over and assumes no responsibility for the 6. Digits indicate size of plate in inches. fabdration, handang, shipmmt and Installation or -pont,. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This deslgn Is furnished subject to the limitations on truss designs set forth 'C', see I.C.B.O. R.R. 4211. by the Truss Plate Institut• In'Bradng wood Trusses, Hie -et-, a copy of 11. The Computrus Net Section Plate is indicated by the prefix 'CN', the which wed be furnished by Computrus upon request. designator 118) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF F1&BTR 1 BOTTOM CHORDS: 2x 4 OF :r1&BTR 1 WEBS: 2x 4 HF STAND 1 TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. 12 4.00 L-- TRUSS SPAN 7'— .00' LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 7.0) ON TOP CHORD - 23.0 PSF OL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD - 33.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C -1.5x2.6 ANSI/TPI SINGLE MEMBER FORCES 4WOH T 1- 0 B 1- 0 W 1- —161 LEFT - 196 RIGHT - 196 BEARING AREA REOUIREO (SO. IN) JOINT 1 .31 OF / .48 HF / .46 SPF JOINT 3 .31 OF / .48 HF / .46 SPF in 0 lV ,� Q�oFEssioyq �o 10 C -2.5x4.3 C -1.5x2.6- Q d o' 408Q6 M COUNTY 7-00-00 Scale M MCGILL ENDEAVOR 112 CALIF. WEI 51AMNS* rvunhn YMLLCr LV 0Cn n - —7 —4-33* NO.: _ / 9 7 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Bulider end er•etlon contractor should b• advised of W General Notes and Warnings before hznstruetion oommenon. 3. 1a9 compression web nictibracing must b• Installed where .horn +. 4. AB lateral fora resisting dements suoh as temporary and permanent braoing, ( General Notes, unless otherwise noted: 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at 2'-0 o.c. and at 12'-0' o.c. respectively. 3. 2x4 Impact bridging or lateral bracing recommended where shown + + 4. Installation of truss is the responsibilitytobeued n the respective contractor. S. Design assumes trusses are to used in a non -corrosive environment. Ver 6.1.01—M '. _" - DES. BY: RW �floedabe 7%34 F must b• designed and provided by designer of hbmpl•t• structure. Computrus assumes no responsibility for such bracing. -6. S. No load should be applied to any component unto after au bracing and ere eompl•t•, and at no time should any loads greater than deslpn applied to any Component. 6. Computrus has no control over and assumes no responsibility for the fabdcatlon, handling, shipment and Installation of Component• 7. This design Is furnished subject to the limitations on truss designs sat forth by the Truss plate Insthhne in"Bracing Wood Trusses, 14111.81', a copy of which will be ftuNshed by Computrus upon raquest. se and are for 'dry condition" of use. Design assumes full bearing atall supports shown. Shim or wedge If �, n esessaaseumes ace trate drains a is rovided. !iaslener• 8. Platesshall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches.- 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix 'CN", the designator (18) Indicates 18 ga. material is used. All others are 20 ga. CompuTrus Inc• MANUFACWMG . ENGINEERWG . COMPUtER SYSTEMS E.H. USE ONLY Plot Plan Attached Floor Plan Attached 8S Sent to B.D. S- f - q it t TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ale -&/L4- y5/b / /�,5�'//y7R Ala- ZOO" d�O�Oa I i Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well 1% Clearance for dwelling. Other 3 &Q1rM larr7,e I Hold final for: Final clearance O.K. for: NOTE: Envir nme al Health Specialist Date RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: _ M.1- Gi I I BUILDINGP ER: R?-0r,,8g PLAN CHECKER: Mi 0 A.P. NUMBER: Zoning requirements: (side yards and number of permitted living units). 2. Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. 1. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. 3 Other buildings or structures. 4. Grading, fills and/or drainage. Ar' Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). ,F.A.U. & F.A.S. road setback. 8. - Building or utilities across lot lines (Record form). FLOOR PLAN: - L' • Complete to scale plan with dimensions. , Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. I . Smoke detectors (Section 310.9.1). 1 Plumbing fixtures, water closet clearances and shower size. Conventional Construction -Unusually Shaped Buildings (Section 2326.5.4).A44- qxcrte-- C.;4 Standard bracing or engineered design (Section 2326.11.3). 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 building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? \-tA4 July 1996 3.2 L/"►1VIIVUJ 111rMJ 1L� �-1 l( )IC l )l Il- HI )It'- ' Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete I-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. �1i c` �✓ yNeu��- I oa�. , July 1996 3.3 a NS L-1 LI a W I I .......... .. - 4— ftIv a W I I .......... .. - 4— All construction shall be done in accordance with plans as approved by this office. If structural or other significant code related changes to the plans and the construction are proposed, the following procedure must be followed prior to allowing the change: '1. If the plans are prepared by a registered engineer or architect, the plan change must be resubmitted for approval with the consent of the engineer or architect. 2. If the plans are prepared by other than an engineer or architect, the plan change must be resubmitted for approval. 3. If the change is simple enough to not require resubmission of the plans, the changes may be made verbally through our plan checkers. 4. Energy revision will require resubmission of energy design compliance and documentation. NOTE: In all cases, both the job set of plans and our file set of plans must show the approved changes even if only accomplished by a written and initialed note on the plans. 0 When taking in revisions, charge for one hour ($46.00) for most revisions. Occasionally there will be major changes that will require more than one hour charge, those will be charged accordingly by the plan checker. However, collect the minimum $46.00 before accepting the plans for revision. Also there will be times when a v_„yr minor change is requested. This may involve one beam change or maybe a door or window change or one or two trusses. This type of minor change may be charged at 1/2 hour (or $23.00) only, if revised plan is clear of exact chaneg to be made, without client having to explain the change to you. 0 There are very few changes that can be done in 1/2 hour because of your time at the counter, our time pulling A.P. files, pulling original plan, comparing new with old, checking proposed change, re -filling A.P. jacket and plans, making deposit, etc. Therefore, collect enough money to cover the OWNERS NAME: C DATE: (% 7 Permit Number 9 '-0 A.P.#: TIME: b [ ]Reside = �al [ From Data [ ]Non -Residential Received by: Receipt #: ]Requested by Plan Checker[ ]Engineering[ ]Other: [ ]Requested by correction notice: Item: Location in building where change occurs: When approved, process as follows: ]Mail to owner: ]Mail to contractor: [ ]Call: and hold for pickup at [ ]Deliver with next inspection. REVISED PLAN CHECK FEES PAID ]$23.00 [ ]$46.00 [ ]Additional fees not required office. ��������� �Y���\!•������ ������� ae: do iIng ;IYI;;�I1P�I1II I�I1`1---III� I�V llllII,pl_fi•.-_ _a- -? 6i"ilililil"idirl. 0 Illllllllllllh�il- 3/12 Roof Pitch, fully vaulted throughout - 16" Eaves on both sides and front & rear lllllllllllllllllllllllllll11 L.< GOLDEN WEST HOMES 9998 Old Placerville Road, Sacramento, CA 95827 (916) 363-2681 Whi e rame win ows Inswing, residential front door Distinctive exterior styling with 1/2" painted hardboard, decorative column and window accents, 2"x8". rough sawn fascia ' Interior walls are 1/2" sheetrock, taped, textured and painted in living & dining room, bedrooms, baths, halls and ceiling. is wpm • White painted passage doors and frames > White window sides & sills a '` ado •: White hollow core wardrobe doors ; K- - .. •• �` P.O.S. furnace venting system 30 Gallon gas water heater White finished cabinet interior . - 15 Cu. Ft. double door G.E. refrigerator •`. G.E.,freestanding range & oven Laminate counter top with 4" backsplash in kitchen & baths Miniblinds with valances {y _ :• Carpeting throughout except kitchen & utility ` Recessed medicine cabinet in both baths L.< GOLDEN WEST HOMES 9998 Old Placerville Road, Sacramento, CA 95827 (916) 363-2681 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 APR 161997 97—p23816'� 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 property situate in the County of Butte. State of California, described as follows: Date: PROP A(OWNERS: State of California ) County of L 1 \^ On before me, V� personally appeared \ )C] `C"`(-\� ���� \ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. DENISE TERRIAH COnlntlsslon # 1073963 Mb CPS 1 • ...,., Notary Public Butte Counfy Callromla Signaturecal: MyCOmmltslonEv.Sm. 30, 19W I° 4e.r A. P. /I Order No.:4-60017MAR LEGAL DESCRIPTION EXHIBIT "ONE'S All that certain real property situate in the unincorporated area of the County of Butte, State of California, being more particularly described as follows: COMMENCING AT THE NORTHEAST CORNER OF LOT 6 IN BLOCK 86 OF SUBDIVISION NUMBER ONE OF THE PALERMO CITRUS TRACT, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; THENCE WEST ALONG THE NORTH LINE OF SAID LOT 6 A DISTANCE OF 30 FEET TOT HE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION, THENCE WEST ALONG THE NORTH LINE OF SAID LOT 6 A DISTANCE OF 344.6 FEET TO A POINT ON THE EAST BOUNDARY LINE OF THE PARCEL MAP FILED IN THE OFFICE OF THE RECORDER, COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 19, 1974 IN BOOK 50 OF PARCEL MAPS, AT PAGE 96; TRENCE SOUTH ALONG THE EAST BOUNDARY LINE OF SAID PARCEL MAP A DISTANCE OF 750 FEET TO A POINT IN THE CENTERLINE OF MESSINA AVENUE; THENCE EAST ALONG THE CENTERLINE OF SAID MESSINA AVENUE A DISTANCE OF 374.6 FEET TO A POINT AT THE SOUTHEAST CORNER OF SAID LOT 6; THENCE NORTH ALONG THE EAST BOUNDARY OF SAID LOT 6 A DISTANCE OF 445 FEET TO A POINT ON THE SOUTH LINEOF THE LAND DESCRIBED IN DEED TO PASCUAL A. CURIEL AND WIFE, RECORDED DECEMBER 19, 1978 IN BOOK 2354 OF OFFICIAL RECORDS, AT PAGE 596, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE WEST ALONG THE SOUTH BOUNDARY LINE OF SAID CURIEL LAND A DISTANCE OF 30 FEET; THENCE NORTH ALONG THE WEST BOUNDARY LINE OF SAID CURIEL LAND A DISTANCE OF 305 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL RIGHTS OF THE COUNTY OF BUTTE FOR ROAD PURPOSE OVER THE SOUTH 30 FEET. ALSO EXCEPTING THEREFROM A PORTION OF LOT 6, BLOCK 86 OF PALERMO CITRUS TRACT SUBDIVISION N0. 1, BUTTE COUNTY, CALIFORNIA,. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 6; THENCE NORTH A DISTANCE OF 160.00 FEET ALONG THE EAST LINE OF SAID LOT 6 TO A POINT; THENCE WEST A DISTANCE OF 240.00 FEET TO A POINT; THENCE SOUTH A DISTANCE OF 160.00 FEET TO A POINT IN THE CENTERLINE OF MESSINA AVE.; THENCE EAST A DISTANCE OF 240.00 FEET ALONG THE CENTERLINE OF MESSINA AVE. TO THE TRUE POINT OF BEGINNING. AP#026 07 0 021 0 1NIIIAL End of Legal E f w nP!""'c :p3ir'T3T1 y '7y.�%,�"�r"v`r►_ 'I,raq:!fi,:�,� . Lnv..rShvs . n�t �,...v �y rtir V'" aY'M '"laa:^-«r..W"~+ir as BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Q �j _ Q /O (One form per Building) ...� ] oC School District A.P. Number Property Owner Property Location/ Or& a Building Department No. `^ 1V k -. Q %Q"a Jurisdiction: City County Subdivision Lot No. Residential Development No of Living Mobile Home Addition Units Installation Commercial/Industrial New Addition Sq. Footage / w (Group R) ' Sq. Footage ' (Including Exterior Roofed Areas) 1q2j_6Lq2_ Date (Floor Plans reviewed by School District Personnel) j.• 970130 School District certifies that (Applic Rt) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing ✓ square feet School District Representative by payment of $ B 2926 S a ULL MITIGATION $ r Date Paid by Check # ( Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm } 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: YES 0 NO 0 2. I HAVE O HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired. the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: ��� 7 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.- I I OWNER BUILDER INFORMATION I 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: ♦ 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. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER LAND DEVELOPMENT BUILDINGFNRO ME , • EA - PE�IRMIT CLEARANCE Bui7ding'Permit No. — __—Ste _ _ 2 LJ /✓rD �. mac" /4'SSL,TS dr— OWNERS�,' rvw�,C? yr ,r, ,•� ,, , •; - A.P NAME: l ,t•r• �:�; NUMBER: `M/0- 670 • /r4NT LAST NAME N NOT Zt)a3: .. 0;il -0 j.: : 'COUNTY ZONING r<_ r.. I �,: a� +• , :r :. . FL000 ZONE: -, DESIGNATION: �" M � . �. '' 'a FLOOD.MAP:. • �' � �--• APPROVED: '^ " _ CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL ':t� '31 T v;::1 4;, -i• ',tJa. "t ,')isiQ 3w Cil 91ii„i:Esl i:wK ,�5;?: 1 i r:k.: _Cyf � ` -'PARCEL CREATION BY DEEDS' y� OR MAP DEED INFORMATION: DATE OF CREATION: .'..?:'tS�ii ! 3s: = `� ` v;r� .Jj •LY "9” 'DEED REFERENCE: - IN LEGAL ACCESS PROVIDED. `� YES 'NO } LEGlAL ACCESS RaE,Qf UIRED =' YES yr NO .. - ' .. ' v �i fl _ `•w � - q•....,. .moi �.. ✓•�i•. ui yw_ _�is-a+li i y -i•.,'••!. •iy'.%j ,Cbr�'•••: �.ii. 1•w .i i,}lt3 r'yw"i: �„[• f !. L, xv .4;r... COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: AYES ” h NO,-!; 13A ,iA nsg10 _ /'�, ye OVT &-rx;1LIA •. .O/Z. _Q�r �O� 4 /!d✓ �d COMMENTS/CONDITIONS: J tv N�f`� / i'b�•Q. JII - .t - . _ r. :U:�?'=ZI;I:.::.i GCllr'ir..`•�i . MAP INFORMATION: LOT - BOOK _ V PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED?_ (MAP -RECORDED PRIOR TO BOOK 17 OF MAPS. AT _PAGE 23)_y T _ YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. 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 BUILDING DIVISION UNLESS OTHERWISE NOTED. V 1. Maintain a 50 ft. building setback from centerline of road. - 2. Maintain a ft.building setback from right-of-way/centerline of - 3. Comply with Zoning code for building setback from road. -' 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. 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. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number,,' 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish r&.Game at 916-355 1 -701 . 0. _ 14. 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 aradle to Lbs PlfwN309 DMiw- L _ 15. 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. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of. .Supervisors. +., X 17. Pay school impact mitigation fees. .X '18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions_of Chapter 3-, Article 11, of the Butte County Code. - _ approved and designed to meet the emission requirements of the California 19. Wood stoves and fireplace inserts shall be EPA Clean Air Act of 1988 as amended. :._ C C"_ ' + ^" 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the _area of the find pending examination of the site by a professional archaeologist. This person would ,then be able to assess the site" significance and suggest -appropriate mitigation measures. 21. 22.- 23. 24." 25. - 26. LLO 7/96 C:\WP51 \PORMS.K\BLDGPERM.CLR A-?-- TABLE OF CONTENTS TOC Project Title„ ......... DENNIS& MARILYN Mr_.G:LLL.. T.)ate........ 01./08/97 Project Flddr2 520 I IE ...SIVA z?:)L)).)VV P)VVt7Z7VL7VL1„+,VV? Documentation AcJthor... Barry f,uhsnoffi 31 mit # 3 Endeavor Homes 3 3 P.O. Box 1947 3 1`.gin heck / Date 3 U r o v i l l e , CA 95965 .3--.__ 916-534-030o3 L�itzId Cheill Date 3 f;l.:i.matf. Zone ........... J. rDDDTD j D )DVVL;, Compliance Method ...... I" I1CRC]F'AS4 W.50 for 1995 Standards by Enerc_omp, Inc. Ll?b??b??b�ny?bvn�nFh+lbthl?brlbtroshi?b!?bp?b?1w?h?lbtn�nlhFh?h!!'flbihl?"i?`itbi?°r161h??b!h??b;Cnyr"srbrlbi?b�+"p?°f+"ihlh?hfhlhitw�rvfh?hllbrh?161;'thlrbshfh+hilblhihllbihthfhf?b??.tninJ?blhih+�� .3 MICR(]E'(1W v4.50 (=i.le-A:MCGILL. W•L-h-CT?11S92 Program -TOC .3 •3 User#k-•MP1829 User -Endeavor Homes Run-McGILL 3 FrY)7_?)7f_)T7L7p,?7?)Dr)pr;)i)L7i.7:DDDDr)pL)DDL7)?17r)i??7I?iJr)DDDDL)DDDDLCL)DDDr)L)L)L)??DDDDD? DDDrDDD171?DDDDDL)L DD)' TABLE OF CONTENTS ren>,r>»t)DDDr,r,?anDF,DD Report Page FORM Cf=.-IIi................ 1. FORM P-- 2R ................. HVAC SIZING ............... 7 c u'WXCOkL0_ - IsT CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Address........ 2520 MESSINA ******* ZDDDDDDDDDDDDDDDVDDD? OROVILLE CA. 95965 *v4.50* 3 3 Documentation Author... Barry Rubanoff ******* 3 Building Permit # 3 Endeavor Homes 3 3 P.O. Box 1947 3 Plan Check / Date 3 Oroville, CA 95965 3 3 916-534-0300 3 Field Check/ Date 3 Climate Zone........... 11 @DDDDDDDDDDDDDDDDDDDY Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 3 MICROPAS4 v4.50 File-A:MCGILL Wth-CTZ11S92 Program -FORM CF -1R 3 3 User#-MP1829 User -Endeavor Homes Run-McGILL 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY GENERAL INFORMATION DDDDDDDDDDDDDDDDDDD Conditioned Floor Area..... 1534 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation, Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 15.3 % of floor area Average Glazing U -value.... 0.69 Btu/hr-sf-F:' BUILDING SHELL INSULATION HVAC SYSTEMS DDDDDDDDDDDD Minimum DDDDDDDDDDDDDDDDDDDDDDDDD Duct Thermostat Equipment Type Efficiency Component Frame Cavity Sheathing Assembly DDDDDDDDDDDD DDDDDDDDDDDDD DDDDDDD Type Type R -value R -value U -Value Location/Comments R-4.2 10.00 SEER DDDDDDDDDDDD DDDDDDD DDDDDDDD DDDDDDDD DDDDDDD DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD 'D~� Wall Wood R-/7.8.' R-0 0.065 Roof Wood 'R -30: R-0 0.037 Attic Floor Wood R- R-0 0.037 CRAWL Door n/a R-0 R-n/a 0.330 FWALL, BWALL FENESTRATION DDDDDDDDDDDD # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type DDDDDDDDDDDDDDDDDDD DDDDD DDDDD DDDD DDDDDDDDDDDDDDD DDDDDDDDDDD DDDD DDDDDDDDD /Window Front (S) 92.0 0�700 2 Drapes.Std None Yes Metal Window Back (N) 48.0 0.700 2 Drapes.Std None Yes Metal Door Back (N) 40.0 0:670 2 Drapes.Std None Yes Metal ' Window Right (E) 40.0 0.700 2 Drapes.Std None Yes Metal Window Right (SE) 7.5 0.600 2 Drapes.Std None Yes Metal Window Front (SW) 7.5 0.600 2 Drapes.Std None Yes Metal HVAC SYSTEMS DDDDDDDDDDDD Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value DDDDDDDDDDDDDDD DDDDDDDDDDDD DDDDDDDDDDDDD DDDDDDD DRSIDS��I���y74xx Furnace ACPackage 0.780 AFUE Crawlspace R-4.2 10.00 SEER Crawlspace R-4.2=`�����ui.u�:��«��a��w�' 'D~� �-�@ U �-��=��� ����' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R !`f?`?h??`?P??`Pd`+?`?? `+!`?,�??`�?`?n'i?`f +`Fi `y?'1,+`1��f1`ff`tntf��fb� f�ir�inl?`f?`i? `1?`�;'`I!`!f'�Ihf?`IPJ!`f1`1h1+`?hI?ki,�ksfkirkflkif•ihih9fkf fkif�inihj;tiifkif `'?;w?f `?f°ih?�w??`??`??`'tf kffki f�if k4h??`??`f?`??`??`??`??`? Project Title.......... DENNIS & MAR.IL'YN .McGILL Date........ 01/08/97 Llhf?`?i`1AJP?h?h?!`?h?t`fh?!`?h??`�?`�?`?!`�!`f?`iPf!`1.n1?`I?`�+`i ni nif�tpt?`1!`i t•i nif�fhlhlh?hJ!`�M?`f P+h�+`?Pf nr.�`� nE+`�+`�Pr Pi?`i+`�?`�!`f +`�?`f r'1!`�+`y�ti�+`�+`�PFh�?`�?`1P1!`i +°�!`F?`F?`J?`f P1?`1R 3 MICROPAS4 v4.50 File-A:MC:GILL. Wth-CTZ11S9' Program -FORM CF -1R Userlt-MPIB29 User --Endeavor Homes Run-McGILL 3 OI.7D£)t7£]7_]D£)£)I?£j£j£)L7£)r)?£jI7£)£7L7t7£)DDDt7L7£?Dj7Dr]£7I-DDD£7nL]I)DnI?£)r7£j£j)??)DF)£7L)??£)D£.jDDDD£]L DDDDD?7£)D£ DDD WATER HE=ATING SYSTEMS DDDDDDDDDDD1l£j£jI)D DDF]D Number, Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System f=actor (gal) R -value DDDDDDDDD£ DD DDDR> DDr DDD DDDDDDDr]DDDDDDDDDDD DDDDDD DDDDDDDD DDDDDD DDDDDDDDDD Storage Ga Pipelnsulation 1 .6o EF 40 R. -o SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD COMPLIANCE STATEMENT DDDDDDDDDDDDDDDDDDDD This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts '1 and 6 of the California Code of Regulations, and the administrative regulations to implement 'l:l-rem. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is subm:i.`I:,tE:.d for a single building plan to be built in multiple orientations, any shading feature that is varied i`.::i indicated in the Special Feature's/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... TENNIS & MARILYN McGILL- Name'.... Barry R.ubanoff Company. OWNER/BUILDER Company. Endeavor Homes Address. 204 WATT LANE � Addresss. P.O. Box 1947 OROI,%ILLE: CA. 95965 Orovi.l.l.e, CA 95965 Phone... 1-916--P4673439 Phone... 916-534-0300 L i. c o n s e_, . Signed. ��- -- _ .— Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) D POINT SYSTEM Page 3 P -2R hihihi!`1!`i!`;r+`ita�?`i:'`ihilbihihi!`ihihilalh++`ih�+`i;'`�ni? b�hrt~�rvfl�'f?bf?a�+°ihi,+`i?ail`ihihihi,+`i?`ihihi?°itb++`�+`t+`i?:•i?`ihl+`thf?aihihi:'`i!`i?`i?`ihihihihihihi?`i?`i?`ihihi!`ihihihihihihihi Project: Title. DENNIS & MARILYN Mc.GIL_L. Date........ 01/08/97 Project (address ........'�Q?0 MESS I NA � � � �� � � DDr)Dr)I)I)I)r)1�!)L7L)DI.)�)£ DD? I�Ri AL_EF_ CEI. 95965 *v4.50* .3 .3 Documentation Author... Karry Rubanoff .3 Building Permit # .3 Endeavor Homes 1 _ _ _ _ _ _ 3 P.O. Box 1947 .a' Plan Check / I]ate .3 Orov i l le}, CA 95965 .3 .3 , 1.h--534•-r�300 3 1= field (::hecl•::/ Ua.�e� J Climate Zone........... 1:1. @DI)I.)I:iI)I?r)L)DDDDD£)LiI7i?DDY Compliance Me=thod...... MICROPAS4 v4.50 for 1995 Standard_;; by Enercomn, Inc. `'il•ihihilailbifb�rbi?aihir`i?b�n�rbi!°i:'`i!`ihihi!`i!`ihihi:'`Enihi?`i?`ihihinihi�- 3 MICROPAS4 v4.50 File--A:MCi: ILL.. Wth—CTZ11S 2 Program --FORM P --2R :3 3 L. ser# -...MP 1.829 User—Endeavor Homes Run--Mc.GI LL 3 ODDDDDDDDDDD DDDDDDr)DDDDDDDD17r`_)DDDDI)r)t?!7DDDDI)DDDD! '+_)I);)DDDDDD17t)i'' DDDDD?DDDDDDDDDDi.`.)D�. .!';'`i?`lhihihi!`Anil`ihilbih++`+nir'`ihi:'`itaihihihi?`ih�+`i:'`tl•fhi:�t;tiinirvgni!`ihi!`i!ylbinilblri!`1+`ih r+`ihih�+`itbvnthi!`roil•phi!°i!`ihih++`ihi;'`ih?+`i+`i; MICROPAS4 POINT SYSTEM SUMMARY )DDDDDDDDDDDDDDDDDDDDD 17DDDDDDD Energy Use Points DDDDD DDDDDDDDDDDDDI.)I:>I; D DDDDDDDDDD Space Heating ....... . .. Space Cooling.......... �1 Water Heating . . . . . . . . . . 3 DDDDDDDD Total 5 ## Building complies with Point: System GE=NERAL INFORMATION DDDDDDDDDDDDDDDDDDD Conditioned Floor Area..., .. 15:::4 sf Building Tyne .............. Single Family IJet;ached Construction Tyne ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units ... 1 Number of Building Stories. '1 Floor Construction Tyne... . Number of Building Zones._.. Conditioned Volume......... Footprint Area ............. Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U--va.lue.... Average Ceiling Height..... Orientation DDDDDDDDDDD a. North b. East c. South d. gest e. Skylight sight: DDDDDDDDDDD Raised 1. 12676 cf 1534 sf 0 sf 15. % of floor area 0.69 Btu/hr—sf-F= 8.3 ft GLAZING DDDDDDD Glass Area DDDDDDDDDD 88.o 47.5 99.5 0,(:) 0.0 DDDDDI?I_')DDD % Glass DDDDDDDDDDD 5.74 3.10% 6.49% 0.00% DI?Dr)r)DODDDD BUTTE COLANT-Y r-At'rROVED POINT SYSTEM Page 4 P -2R 3 MICROPAS4 v4.50 File-A:MCGILL Wth-CTZ11S92 Program -FORM P -2R 3 3 ' User#-MP1829 User -Endeavor Homes Run-McGILL 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY ^ Total 235.0 15.32% SCORE CARD DDDDDDDDDD 1. Ceiling Insulation /U -Value) 2. Wall Insulation (U -Value) 3. Raised Floor Insulation (U -Value) 4. Slab Edge Insulation (F2 Factor) Measure Points DDDDDDDDDDDDDDDD DDDDDD 0.037 -2 5. Infiltration - Ducts in Unconditioned Space 6. Fenestration Heat Loss (U -Value) 0.699 at 0.065 0.037 0.000 Yes 15.32% 7. Fenestration Heat Gain ' Sc Effective Shade % Fenes- Shade % Fenes- Effective- tration Open tration ness Ratio DDDDDDDD DDDDDD DDDDDDDD DDDDDDDDDD North 5.74% x 0.766 = 4.40% 0.860 East 3.10% x 0.477 = 1.48% 0.610 South 6.49% x 0.301 = 1.95% 0.773 West 0.00% x 0.000 = 0.00% 0.000 Skylight 0.00% x 0.000 = 0.00% 0.000 - . G. Interior Thermal Mass (Mass/Area) 9. Exterior Wall Mass (Mass/Area) Equipment Duct Efficiency Efficiency DDDDDDDDDDD DDDDDDDDDD 10. Heating 0.780 AFUE x 0.830 = 11. Cooling 10.000 SEER x 0.860 = 0.000 0.000 Effective Zonal Efficiency Control DDDDDDDDDDD DDDDDDD 0.647 AFUE No 8.600 SEER No 0 0 0 0 0 Sum 1-6 -2 DDDDD 0 1 0 3 0 0 Sum 7-9 3 DDDDD - 12. Water Heating Tank External Energy Size Insulation Tank Type Heater Type Factor (gal) R -value Distribution Type DDDDDDDDDDDD DDDDDDDDDDD DDDDDDDD DDDDDD DDDDDDDDDD DDDDDDDDDDDDDDDDDDD 1. Storage Gas .60 40 R-0 PipeInsulation 2. n/a n/a n/a n/a R-n/a n/a Point Total: BUTTE =W -Y � �� tN D X 3 5 POINX SYSTEM Page 5 P -21R f''1r'ff`ff`fhff`tAihf nihil`fhff`fh?f`if`ff`?f`if`ff`'it�ihihrhfl•ff`?f`if`ff`ij�ifF4i�Vl`f!w?f`�`�hff`ff`ff`ff`ff''ff`if`ff'ih�hfhof`ih?f`f!`ff`ff`ff`ff`ff`f%`?f` f`ff`ff`�hff`ff`ff`1f`fhif`ff`ihff`ff`ff`ff`ff`fh?f`ff`f Project Title.......... DENNIS & MARILYN McGILI_ Date........ 01/08/97 t.f f °f loihih�lhif `':�ltif f `f!�' f f`if ` if `f h'�hihihj(�i hif �ihfhfhihi hi hal Jai hf hif`f ltiihiltiFl�',rf `f f `f f `f f `f ltif ItiF,Mf `}'.h(,h?f`i1�ff`i hf ltiif `�hf t�;,hjlf'�h!f `f f `Ff `?(cif `?1�•F.h?f `f �'i!�`:�f °F.hfltif f `f f `Ff `f f `F,h�!`l�,h�!`f.!`f f `f 3 MIC1:-1OPFiS4 v4.50 File-(-laMCGILL Wth-CTZI.1S92 Program --FORM P• -2R .3 User#-MP18 '9 User --Endeavor Homes Run-•McGILL Or)j7l")r)r)r)j7?7)T)?7r?Dt7r)'7DDDDL)DDDDr,DDDD?7?,Dr7t?w?1?r)I,DD D?7Dr,D77r7D;) )F)j?r7D17 ?D+.7t77Z7?7j7L7Dr7>'7L7x7DDY)t7?7DD)-' Zone Type DDDDDDDDDDDDDD Residence Surface DDDDDDDDDDDDDD HOUSE 100 I Wall 2 Wall. ! Wall. 4 Wall. 5 Wall 6 Wall 7 Roof 8 Floor 9 Door 10 Door, Surface DDDDDD ?DDDR HOUSE 100 I Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Door 9 Window 10 Window 1.1 Window 12 Window 1.3 Window 14 Window 15 Window 0 OPAQUE SURFACES DD?. Dr,r,nr;Dr,j,f DDD Area U- Insul Act Solar Form 3 Location/ (sf) value R-va :I. Azm Tilt Gains Reference Comments DbDDDD DDDDD DDDD?) DDD DDDD DDDDD DDr,r7r,DDDD1,DD DT_1F,L,r??7Dt_7Y,?7L7r)T_ DDD !72 BUILDING ZONE INFORMATION 100 90 Yeas D)f:%j1ni;)F;IY)t:)Di,Y,f:,7)i:,Y)F,DDDTIDDDD floor 0.065 # of 270 Fent Special. Area Volume 1 Thermostat Height Vent Area (sf) (cf) Units :i.t;ione,d Type (ft;) (sf) f)nj7D'.)!.)l.. DD DDDt.)j););7DD i_?DDr D i)DDDDDD F.ii`.iF;DY)F,L?f?r'..)?)?_D ?)f7F1DDD j?t7r)L)n� DDD 1534 1.2676 1..00 Yes Setback 2.0 n/a OPAQUE SURFACES DD?. Dr,r,nr;Dr,j,f DDD Area U- Insul Act Solar Form 3 Location/ (sf) value R-va :I. Azm Tilt Gains Reference Comments DbDDDD DDDDD DDDD?) DDD DDDD DDDDD DDr,r7r,DDDD1,DD DT_1F,L,r??7Dt_7Y,?7L7r)T_ DDD !72 0.065 1.7.8 100 90 Yeas W.19.2X6.16 228 0.065 17.8 270 90 Yes W.19.2X6.16 # of .392 0.065 17.B 0 90 Yes W.19.2X6.16 Interior Area 188 0.065 17.8 90 90 Yes W.19.2X6.16 Int; Shading/ 1.6 0.065 1.7.8 135 90 Yes W.19.2X6.16 Only Shade 16 0.065 17.8 225 90 Yes W.19.2X6.16 DDDR DDDR 1540 0.037 30 n/a 0 Yes R.30.2X6.24 90 Attic 1.534 0.037 19 n/a 0 No FC.19.2X8.1.6 180 CRAWL 0 i a =0 0 180 90 Yes None 0.700 F WAL l_ 17 0.330 0 0 90 Yes None Slider BWALL " TE 0GV,',`4{iTY AEV FENESTRATION SURFACES DDDDDDDDDDDDDDD •7DDDDD # of Vent Sc SC: Interior Area Pan- Frame Open U•- Act Glass Int; Shading/ (sf) es Type_ Type value Flim TI t Only Shade Description ?");DDD DDD, Df_,?" DDDDDD DDDDDD DDDDD DDD DDD DDDR DDDR F7DDDDDDDDDDr`_ DDD 24.0 2 Metal Slider .. 180 90 008 0.78 Drapes.Std 4.0 2 Metal. Slider 0..700 180 90 0..88 0.78 Drapes.Std 20.0 2 Metal. Slider 0.700 1.80 �; 0 0.88 8 0. /C; Drapes.Std 20.0 2 Meatal Slider 0.700 180 90 0.88 0.78 Drapes.Std 24.0 2 Metal Slider 0.700 1.81 90 0.88 0.78 Drapes.Std 4.0 2 Metal Slider 0.700 0 90 0.88 0.78 Drapes.Std 12.0 2 Metal Slider 0.700 0 90 0.88 0.78 Drapes.Std 40.0 2 Metal. Hinged 0.670 0 90 0.88 0.78 Drapes.Std 12.0 2 Metal. Slider 0.700 0 90 0.88 0.78 Drapes.Std 12.0 2 Metal Slider 0.700 0 90 0.88 0.78 Drapes.Std 8.0' 2 Metal Slider 0.700 0 90 0.88 0.78 Drapes.Std 20.0 2 Metal Slider 0.700 90 90 0.88 0.78 Drapes.Std 20.0 2 Metal Slider 0.700 90 90 0.88 0.78 Drapes.Std 7.5 2 Metal Fixed 0.600 135 90 0.88 0.78 Drapes.Std 7.5' 2 Metal Fixed 0.600 225 90 0.88 0.78 Drapes.Std " TE 0GV,',`4{iTY AEV POINT SY EM P a g e, 6 P --2R IV Project Title.......... DENNIS & 101ILYN McGILL Date........ 01/08/97 3 MICROPASI 4 v4.50 File ---- A:MCGILL Wth--- CTZ11S92 Program -FORM P --2R 3 3 Userfl: -MP1829 User -Endeavor Homes Run-McGILL 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY OVERHANGS AND SIDE FINS DDDDDDDDDDDDDDDDDDDDDDD HVAC SYSTEMS DDDDDDDDDDDD Minimum Duct DDDWindowDD DDDDDDOverhangDDDDD DDDLeft FinDDD Efficiency DDDRight FinDD Efficiency DDDDDDDDDDDDDDDD Area DDDDDDDDDDDDD DDDDDDD DDDDDDDDDD HOUSE Left R g h t, Furnace . 0.780 AFUE Crawlspace R-4.2 Surface (sf) Hght W d t h Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght DDDDDDDDDDD DDDDD DDDDD DDDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD HOUSE 1 Window 24.0 4.0 6.0 10.0 0.25 61.0 13.0 n/a n/a n/a n/a n/a n/a 2Window 4.0 1.0 4.0 10.0 0.25 53.5 22.5 n/a n/a n/a n/a n/a n/a 3 Window 20.0 5.0 4.0 8.0 0.25 45.0 31.0 n/a n/a n/a n/a n/a n/a 4 Window 20.0 5.0 4.0 10.0 0.25 28.0 48.0 n/a n/a n/a n/a n/a n/a 5 Window 24.0 4.0 6.0 10.0 0.25 14.5 59.0 n/a n/a n/a n/a n/a n/a 6 Window 4.0 1.0 4.0 10.0 0.25 65.0 11.0 n/a n/a n/a n/a n/a n/a 7 Window' 12.0 4. 3.0 10.0 0.25 51.0 26.0 n/a n/a n/a n/a n/a n/a 8 Door 40.0 6.67 6.0 ' 10.0 0.25 44.0 30.0 n/a n/a -n/a n/a n/a n/a 9 Window 12.0 4.0 3.0 10.0 0.25 40.0 37.0 n/a n/a n/a n/a n/a n/a 10 Window 12.0 3.0 4.0 10.0 0.25 31.5 44.5 n/a n/a n/a n/a n/a n/a 11 Window 8.0 4.0 2.0 10.0 0.25 24.5 53.5 n/a n/a n/a n/a n/a n/a 12 Window 20.0 4.0 5.0 10.0 0.25 26.0 14.0 n/a n/a n/a n/a n/a n/a 13 Window 20.0 4.0 5.0 10.0 0.25 14.0 26.0 n/a n/a n/a n/a n/a n/a 14 Window ' .5 5.0 1.5 8.5 0.25 50.0 30.0 n/a n/a n/a n/a n/a n/a 15 Window 7.5 5.0 1.5 8.5 0.25 43.0 36.0 n/a n/a n/a n/a n/a n/a HVAC SYSTEMS DDDDDDDDDDDD Tank Type Heater Type DDDDDDDDDDDD DDDDDDDDDDD 1 Storage Gas WATER HEATING SYSTEMS DDDDDDDDDDDDDDDDDDDDD Number in Distribution Type System DDDDDDDDDDDDDDDDDDD DDDDDD PipeInsulation 1 SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD Tank External Energy Size Insulation Factor (gal) R -value DDDDDDDD DDDDDD BDDDDDDDDD .60 40 R-0 Minimum Duct Duct Duct System Type Efficiency Location R - value Efficiency DDDDDDDDDDDDDDDD DDDDDDDDDDDD DDDDDDDDDDDDD DDDDDDD DDDDDDDDDD HOUSE Furnace . 0.780 AFUE Crawlspace R-4.2 0.830 ACPackage 10.00 SEER Crawlspa. ce 1:1-4.2 0.860 Tank Type Heater Type DDDDDDDDDDDD DDDDDDDDDDD 1 Storage Gas WATER HEATING SYSTEMS DDDDDDDDDDDDDDDDDDDDD Number in Distribution Type System DDDDDDDDDDDDDDDDDDD DDDDDD PipeInsulation 1 SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD Tank External Energy Size Insulation Factor (gal) R -value DDDDDDDD DDDDDD BDDDDDDDDD .60 40 R-0 1-iVAC SIZING _ Page 7 HVAC Project Title.......... DENNIS & MARILYN McGILL Date........ 01/08/97 Project Address ........ 2520 ME X I NF1 Z DDDDDDDD D£)DD£?£)£?I7DDD :? OF3OVILLF- CA. 95?65 *v4.50* .3 3 Documentation Author... Barry Flub anoff .3 Building Permit # .3 Endeavor Homes.:i 3 _ _ _ _ _ 3 P.O„ Box 1947 Plan Check: / Date .3 O r a v :i..l. l, CA 95965 _ _ .3 916-534-030o 3 Field Check/ Date .:3 Climate Zone........... 11. r3 ?£] ? ]r7 ,r) � ] ]r]r n r? ... I. I.. £ I,-,-. L. I L � JDDD,. I?� Dl' Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by E:ner.comp, Inc. 1.Jhlhlhlhlhlhl,+`!hlh�+`ihP?b£�`fhfhtr�p;ti£nphf,wvht:�plby,+thil4ihl�`i�`i:'`y;wt!'!h1!"1h1h++`JhPhth?l`ihfhlh!!°lhP;t�+`lhlhi;wi h1,nJhihlhflF�n++`lhihthl?`++`ihihlnlhihlhfhthihJ+`ththihJ` 3. I' ICROPAF.4 v4.50 F-i.le--%MCGILL Wth--CT.'.1.1.S92 Program -HVAC SIZING .3 .3 l_Iser#-MP1829 User -Endeavor Homes Run--McGII_L .-_i ODDDDDDDDDDDDDDDDDDDDDDDDDI?DDDDDDDDDDDDDDDDDT_)DDDDDDr?t-)DDDDDDDDDDDDDDDDDDDDDDDDD)-' GENERAL INFORMATION DDDDDDDDDDDDDDDDDDD Floor Area ................. 1534 sf Volume ..................... 12676 cf Front Orientation.......... f=ront Facing 160 deg_ (S) Sizing Location ............ OFtOVl:1_.l..F:_ RS Latitude.......... 7 ........ 19.5 degrees Winter Outside? Design ...... 30 F: Winter Inside Desi.gn....... 70 1::-- Summer :=Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Flange ............... 37 F- Interior `-:;hading Used ...... Yes Exterior Shading Used...... No Overhang Shading Used ...... Yes Latent Load Fracti.on....... 0.20 HEATING AND COOLING LOAD SUMMARY DDDDDDDDDDI?DDDDDDDDDDDDDDDDDDDDD Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc:., must also be considered. It is the HVAC, designer's r(}a<<>f:)r.:il"lr".ibi.1.7.ty to consider all factors Ls1h.Fr.nbF?� �Cg�lithe HVAC equipment. }j� �i�.; � r �~ 1w-7 Heating Cooling Description (Btuh) (Btuh ) i.?i? DDDDI?DDI?J.?I?I?I??-)r;?r?£fI?I_? ?Dr?r?DDDDDDDD DDDDDDDDDDD DDDDDDDDDDD Opaque Conduction and Solar. . .. . . 8209 482(' Glazing Conduction ............... 6472 4207 Glazing Solar .................... n/a 2322 Infiltration ..................... 7210 296o ]Internal. Gain .................... n/a 2100 Ducts............................ 218 820 Sensible Load .................... 24080 17229 Latent'Load ...................... n/a 3446 DDDDDDDDDDD DDDDDDDDDDD Minimum Total Load 240BO 20675 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc:., must also be considered. It is the HVAC, designer's r(}a<<>f:)r.:il"lr".ibi.1.7.ty to consider all factors Ls1h.Fr.nbF?� �Cg�lithe HVAC equipment. }j� �i�.; � r �~ 1w-7 MAmATORY Ml'ASURES CI-I1'CI(LI`6jT: I:I'SjbR1q`. 1Ai, Project Title. ....... Page] 7 Mr -1I Date .... MICROPAS4 v4.0.Z File-. Wth=CTT. Program- FORM Mr-xR. User.IE-MP1029 User -Endeavor. I•IomeS "•:s' •Run- • SPACE CONDITIONING, WATER HEATINC .11ND PLUMDINC• .SY$TI;M • MEASURES Design- T;nfbrce'• er menti.'. 110-13: I•IVAC equipment, water. heater_c, 'nhowerheads and faucets certified by the 'CEC. YDS, 1.50 (i)'. Setback thermostat on all applicablei heating systems. YhS 150 (j) : -Pipe and Tank insulation. • 1. Indirect r. hot' x4ate. tank^ (e.g., unfired ntoragc t-ahkS or. backup volar hot- crater tan]cn) have iri: ul.ata.on blanket- (R-12 or greater_) or . combined interior/exterior inSul ation (P. -1G or greater) . 2. First 5 feet of pipes clo^est- Lo water l)cater t-anlc', non- recircul'-Ct-ing Systems,. insulated (R-41 or. greater) 3. All'.biiried or..exposed piping insulated in- recirculating sections of -hot. water. system. 4. -Cooling* system piping below SS' degree- .insulated. S. Piping insulated between heating source and indirect hot wa'ter tank. YES. *7.50 (m) : •Duct -s and 'Fans 1.•Ducts constructed, installed and sealed -to comply with UMC sections 1002 and 1004; ducts insulated to a minimum* :iristalled• value of R-4.2 or'ducts enclosed entirely within conditioned .-pace. .2. 'Exhaust fan -systems have backdraft or. atitomatic dampers. 3; Gravity vent-ilating'Systems Serving -conditioned space have. either automatic or readily accessible,'manually operated clampers: YES 11.1: Pool and SiSa' IIeating Systems and Equipment I. System is certified with 70".- thermal efficiency, on-off switch., weatherproof operating instructions, no electric resistance heating incl no pilot light-. 2. System installed with: a. At least 3G inches pipe between filter and heater for future solar. heating. 1). Cover -for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a.circulation pump time switch. NIA IIS:- Cas -fired central furnace, pool. heater, npa heater or household cooking appliance have no cont-inuounly burning pilot light (Exception: Non-clectri.cal' cooki ng appliance wit)i pilot .<. ISO Dtu/lir.) . _. _...._ YES- LIGHTING MEASURES Design- Enforce- 150.(lc) ; 40 lumen. watt or er ' ment / greater. for general lighting in , kitchens and rooms with crater closets; and recessed ceiling fixtures IC (insulation cover) approved. YES z, , H a un4) or thin form to natlnfir ilio roqul(4)munla of Ilio Adminlutrutivo Coda to optlonnl. but 1114) In 0fln"tlerl muut ho provtdud and iiontod. :ilio Addroun melt ilumbor An inslallalion cortificalo is roquirod to ho posted it Ilio building :i10 prior to Ilio issuanco of Ilio occupancy permil. 1'his form may be used to moot thoso roquiromonts. All applianco caiogorios fisiod bolow aro ilio actual oquipmonl installed. Noto that Ilio efficioncy and typo of Ilio applianco installod must bo oquivalonl or honor than Ilio applianco spocifiod on ilio Conificalo of Compliance (CF -111). Phis corlificato (or.its equivalent) shall bo proparod and signod by Ihn porson(s) assuming overall rosponsibilify for Ilio applianco installation. I. Ilia undorsignod, verify that ilio oquipmont listed in ilia calogory above my signaturq is Ilio actual oquipmont installod and that Ilio equipment rnoots or oxcoods Ilio roquiromonts of Ilio Applianco Elficioncy Slandards. In addition. I havo vorifiod that Ilio equipment is oquivalonl to or more officionl than ilio oquipmonl spocifiod on Ilio Certificate of Compliance submittod to demonstrate compliance with Ilio Energy Efficiency Standards for rosidontial buildings. HVAC SYSTEMS Not Hydronic boilor information is ontorod hero. Olhor hydronic or combinod hydronic nquipmtint is listod under Water Healing Sysloms. Boating Equip. CFC Cortlllod Actual • • Dl9trlbutlon Duct or liootlrig Land Honting Typo (furnace, idanuf. Idako P, EfflClancy Typo And PI )Ing Before Ovor- Equlpmonl boat pump, etc. Lloctol IJumbnr (AFUE aIc. Locatlon IZ-Value Slzlnq (Oluh) , CalinchyfltiI i _ The building design Boal loss and design Boat gain rate have boon dotormiriod using a mothod specified in Section 150(h) of the Energy Efficiongy Standards. and aro tiro of ilio criteria used for equipment sizing and selection. Signature Date I IVAC Subontractor (Co. Name) or Gonoral Contractor or O.mor WATER HEATING SYSTEMS CEC Corllflod External Walor Boating CEC Corllflod Cooling Equlp. Comproccor Unit Actunl Distribution Duct or Typo (nlr cond., ldnnuf. Mnko & Efficiency Typo find IIIping hont pump, etc.) idocfol NUmbor (SEER) Locnllon R-�RIU6 The building design Boal loss and design Boat gain rate have boon dotormiriod using a mothod specified in Section 150(h) of the Energy Efficiongy Standards. and aro tiro of ilio criteria used for equipment sizing and selection. Signature Date I IVAC Subontractor (Co. Name) or Gonoral Contractor or O.mor WATER HEATING SYSTEMS 1. For small gnu storage (rated intuit? 75,000 OluAir), oloclrlc tools tance and lion( pump walor hon fora, list Enoi6 F.Cclor:' For largo gas storage water licatoru (rated input >75.000 OluAir), list Rated Input. Rocovery Efficiency and Standby Loss. For1nstantonooua gas water liontors, fist Ratod Input and Rocovory Efficiency: For instantaneous electric water heaters, list Ralod Input. FAUCETS & SHOWER HEADS - All faucets and showorhoads installed aro listed in ilio Commission's Dirocloiy of Codified Faucets and Showorhoads. pursuant to Title 24, Part G. Subchaptor 2. Section 111. Signature Data Plumbing Subcontractor (Co. Namo) or Gonoral Contractor or Owner Q°vtaad Jandary 1992 Enorgyl External Walor Boating CEC Corllflod Matadi Tank Factor or Tank Systorn Typo i.(anuf. hfako & Input (kW Capacity Rocovory• Standbyl In1ulntlon storarro rIs etc. f.todel Number or D(uh) (9allonsj Efflcloncy Loss °/, R-Vnluo 1. For small gnu storage (rated intuit? 75,000 OluAir), oloclrlc tools tance and lion( pump walor hon fora, list Enoi6 F.Cclor:' For largo gas storage water licatoru (rated input >75.000 OluAir), list Rated Input. Rocovery Efficiency and Standby Loss. For1nstantonooua gas water liontors, fist Ratod Input and Rocovory Efficiency: For instantaneous electric water heaters, list Ralod Input. FAUCETS & SHOWER HEADS - All faucets and showorhoads installed aro listed in ilio Commission's Dirocloiy of Codified Faucets and Showorhoads. pursuant to Title 24, Part G. Subchaptor 2. Section 111. Signature Data Plumbing Subcontractor (Co. Namo) or Gonoral Contractor or Owner Q°vtaad Jandary 1992 Insulation Certificate Number and Strect County Subdivision City. Description of.Installation ROOF Material Brand Name Thickness (inches) Thermal Resistant.c (R. -Value) CEILING Batt or Dhard-et Type Brand Name al Resistance (R. -Value): Thickness (inches) Thermal Loose Fill Type Brand Name Contractor's minimum installed weight/ft 16 Minimum thickness inches Nbrtuhicturer's installed weight per square foot (oncliciveTlicn-nil Resistance (R -Value) EXTERIOR WALL Material Thickness (inches) RAISED FLOOR Material .-Thickness (inches) SLAB FLOOR Material - Thickness (inches) Width (inches) - Brand Name Thermal ResisLince (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Lot Numbcr FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance.(R-Value) Declaration ........... hereby certify that die above insulation %Vas installed in die building at the above location' in conformance die current Building Energy Efficiency Standards -for new residential buildings contained in Tide 24 of the rnliffirriii Adminktrririv& Chile. General Contractor (Builder) Signature &M'11 - t1c Sub�Contractor (Insulation but Air) Signature and,1111c . Revised December 1992 LiccnseNumbcr Date License Nurnixt Date SITE PLAN -.... • . ... .. .. Tf, ,. -G y.. .. •-^w- , tP. r` : MWIFM PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRES I SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF <......;.,...:......:..... y....,y:,...;....._i...,.. .. DOFFICIAL.i7 NECESSARY BUILDING ETERMINE SSARY BY T .. .. .. .. .. .. - ,�-,�.. . A3 .. .. .. .. ., 7 , i ;......r., vim>i _ , • .. ., ., . „ .. .. _ .. A _ .. _ .. i -;-.— _ ..... �, .a.... • _ r� -- t � FF • 1 .. ,- C .j. i �- . .. .d.... ,� . ,._ �', c. , ._ ;.-.. C/ a ,_.�.. .. ....../ .. -. ............,.. .. V .. .. . .. ., .. \y... tied : : : : L �A -,,..... . .. V .. . vT .. .. ...:,�:.. .. .. .. .. .. .. ,. _. . ., ..............-. n ; ,. .. ._ r•�� ° .. f • .. v.. 1. j e s; • _ : f A • , ,.tv_.. t. 3 - ...... .. • • , : d"'"a9a ... [_ _'vaai !"4, :,.r .: .. .. .,.. •fps a .1... Yf t .. .. �.,. S s w,J t %3 .. / .. _ 2'• a. : .J .: .. . °. .. ._ _ .. _ a .. .. .. ........... ., J .. k ,_ .r..• Z'j s. ........................,...... .. .. .. /^S .e 1 Syz A 2 jY .. Y' Ulf 'l .li• +. .,y r3.. •P T If -F - : akm j .. FPROVIDE FOP ALL TVY Assessoes Parcel Nu Owner Name , Addre/ Phone No. Site Locaton 511 m General Pic -in Desig: Size, Ams 4.00° J--% SIZE ZONING: GEN PLAN: USES: — r Job Name, 28® Varies BRG X -LOC REACT SIZE REQ'D TC 2x4DFL #1 & Btr. 1 0- 1-12 1372 3.50 1.50" BC 2x4 DFL #1 & Btr. 2121/2007 , 2 27-10- 4 1372 3.50" 1.50" WEB 2x4 DFL STANDARD PLATE VALUES PER IC30 RESEARCH REPORT #1607. WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. Supply on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer MAX DEFLECTION (span) : 1/999 MEM 7-8 (LIVE) LC 15 L= -0.13" D= -0.13" T= -0.26" Dsgnr: BW CRITICAL MEMBER FORCES: #LC = 16 WT: 145# TC COh1P. DOR. / TENS. DOR. CSI am to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer most ascertain that the loads 1-2 -2740((1.15))/ 78 1.60 0.62 2-3 -2342(1.15)/ 71 1.60 0.53 3-4 -2340(01.15))/ 71 2.60 0.53 4-5 -2740 1.15 / 78 1.60 0.62 TC Live BC lP.(DOR.)/ TENS. DOR. CSI Li v Dur L=1.15 P=1.15 6-7 -24(1.60)/ 2544 1.15 0.56 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 X695 1.15 0.40 8 9 -24(1.60)/ 2544 1.15 0.56 0.00 psf` W8 COMP. DOR.)/ TENS. DUR. CSI (� Jp �J,7� 2-7 -545(1.15)/ 89 1.60 0.13 TC Dead 3-7 / 632 1.15 0.30 3-8 / 6811.15 0.30 Rep Mb r Bind / Comp / Tens 4-8 -545(1.15)/ 39 1.60 0.13 Truss ID, C1 Platinggppe�� sc • ANSI/TPI - 1995 THIS DES1 IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 - PLY AND 3" HANGER NAILS FOR MULTI -FLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HM'GERS MUST BE RE-EVALUATED (BY OTAIERS). 14-0-0 14-0-0 1 2 3 4 5 4.00 -4.00 4-4 B1 W.308 R:1372 U:-31 2I- 6 7 8 9 UPLIFT REACTTON(S)37. 16 Support rt 2 -31 lb This truss is designed using the CBC -01 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End ZoneHurrpp Mean' roott0eega�40.0002 t, BldgxWphth 9or800.00 ft CBC Standard Occupancy, Dead Load - 12.6 psf - t 5-7-11 SHIP x 0-3-13 B2 W.308 R:1372 U:-31 2I - M.1 t1a.),bQr "N1X"(TNMC(20 pled, �ositionzc�per Joint Petaiis Re�art. Tru9w I SS stems p tee are 20a. unless shown "18"(1a Clrcledapl�tes and f'a�se frame pates are poslticn as sho aL�o"H"(16.rtttve. &&higae stud plates to avol o erlap wlt struciura plates (o staple). 2121/2007 , WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri Ve_T_0301203_L0000S_100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: BW #LC = 16 WT: 145# am to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer most ascertain that the loads utilized on this design nth or exceed the loading imposed by the Ictal building code and the particular application. The design assumes that the top chord TC Live 20.00 psf Li v Dur L=1.15 P=1.15 OMEW4�® 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 TC Snow 0.00 psf` Sn owDu r L=1. 15 P=1. 15 (� Jp �J,7� noted. Bracing shown is for lateral support of components mems only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Mb r Bind / Comp / Tens �^ 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 1.15 / 1.00 1.00 / 4445 Northpark Dr .0907 and brace this truss in accordance with the following standards: 'Joint and cutting Detail Reports'available as output from TrusNal software, 'ANSIlTPI1','WTCAT-WccdTrussCouncilofAmericastandardDesignResponsibilities,'BUILDINGOCNIP'NENTSAFETYINFCWVWTION'- BC Dead 7.00 psf O.C.SpaCing 2- 0- 0 Colo Springs, CO 8 (BCSI 1-03) and'BCSI SUN1Vl-'u7Y SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located al 583 DCnofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.41 Wlsconsin53719. The American Forst and Paper Association(AFPA) is located at 111119th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2 )ob Name: 28' Varies T %, Sred gg stems pI les are 20 a. unless sh�vn °18°(18 ga "e:' h a. r "t. te. tC 20 5q 3 ), po4sition per Joint Details Report. Circled pt�tes and fa�se frame pt�ates are position as slwwn a ve. h fti g F stu ales to av 0 over ap wlt structural plates (or staple). Truss ID: CG Qty: 2 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 & Btr. Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF This truss is designed using the CBC -01 Code. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer BC 2x4 DFL #1 & Btr. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location Not End ZoneHurr and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions PLATTE VALUESPERICBOppRESEARCH #1607. Loaded for 10 PSF non[+1 IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE LS = ean Line - No pp ft ggREPORT BUILDING DES IGNER M ides foraIFY BLELL0ocks. GIRDERANDS. IFS2D55"" GUN NAILSGAARREER USED THE Mean, r, hei ht0- 22.496ft, mmphhe912800.00 Li veDu r L=1.15 P=1.15 gable bracing required @ 58" intervals, face. HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED ON GREEN LUMBER VALUES. CBC Standard Occupancy, Dead load = 12.6 psf 0.00 psf Iexposed to wind load applied to See "General Gable Details , C002065035. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any 2. 0 0 4-0-0 1 N N 4-0-0 14-0-0 14-0-0 r 1 2 3 4 5 6 7 8 911011 12 13 14 15 16 17 18 19 4.00 -4.00 3-4 21— 2�i 28-0-0 20 X21 22 23 24 25 26 27 289 30 31323345670 38 4-0-0 f f f f f f o� f f f f f f f. TP f.0 0 4_0_0 N N TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT IJ r t 5-7-11 SHIP = 11 0-3-13 T %, Sred gg stems pI les are 20 a. unless sh�vn °18°(18 ga "e:' h a. r "t. te. tC 20 5q 3 ), po4sition per Joint Details Report. Circled pt�tes and fa�se frame pt�ates are position as slwwn a ve. h fti g F stu ales to av 0 over ap wlt structural plates (or staple). 2/21/2007 WARNI NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Dri veT_0301203_L00005_100001 .. ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr •. BW #LC = 16 .. , WT: 189# - 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 top chord TC Live 20.00 psf Li veDu r L=1.15 P=1.15 HOMEwDOD 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 TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens / R USS ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install BC Ll 0.00 psf 1.15 / / 1.00 4445 Northpark Dr. and brace this truss in accordance with the following standards: and Cutting Detail Reports' available as output from Truswal software, 'ANSUIPLI';vvrCAV-WoodTrussCouncilofAmericaStandardDesignResponsibilities,'BUILDINGCOMPCNFNrSAFET'INFORMATION'- BC Deaadd 7.00 psf - O.0 Spacing 2 2-1. 0- 0 Colo Springs, CO 809 07 (BCSI 1-03) and'BCSI SUMMARY Si by WICA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.4 Wisconsin 53719. The American Forest and Paper Association (AFPA)islocated at11111Bin Street, NW, Ste 800,Washington, DO20036. Bldg Code: CBC -01 JDEFL RATIO: L/240 TC L/24 kvlWj��i �I 1r�90 Name: 28' Veroes Truss !Do Ct o 17 BRGa X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0- 1-12 1372 3.50" 1,50" BC 2x4 DFL #1 & Btr. Plating spec ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTIChN(5) Cust: Mitchell's Building Supply WEB 2x4 DFL STANDARD 2 27-10- 4 1372 3.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. BRG REQUIREMENTS shown are based ONLY MULTIPLE LOAD CASES. IF NAGGERS ARE INDICATED ON THIS DRAWING, Support 1 -31 lb Support .2 -31 lb Thitruss is designed Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing PLATING BASED IXJ GREEN LUMBER VALUES. THEY ARE BASED CI! 1.5" HANGER NAILS FOR using the CBC -01 Code. MAX DEFLECTSON (span)GIRDERS. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY IF 2.5' GUN NAILS ARE USED THE Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location L/999 MEM 7-8 (LIVE) LC 15 HANGERS MUST BE RE-EVALUATED (BY OTIAERS). = Not End Zone Hurricane/Ocean Line = No Exp Category B ' L= -0.13" D= -0.13" T= -0.26" Li ve Li VeDur L=1.15 P=1.15 = Bldg Length = 40.00 ft, Bidg Width = 10.00 ft 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 CRITICAL MEMBER FORCES: Mean roor height = 22.49 ft, mph = 80 TO COMP. DUR. / TENS. SDUR. CSI 1-2 -2740 1.15 / 78 1.60 0.62 TC Snout CBC Standard Occupancy, Dead Load = 12.6 psf Dur L=1.15 P=1.15 2-3 -2342 1.15 / 71)r1.60 0.53 that will cause the moisture content of the wood to exceed 19% and/or cause connector pate corrosion. Fabricate, handle, install TC Dead 14.00 psf 4-5 2740 1.13 4445 Northpark Dr, and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tmswal software, BC Live % 78(1.60 0.62 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSUTPI1%VVrCAT-WoodTrussCouncilofAmericaStandardDesignResponsil.4lities,'EUILDINGCOMPONENTSAFETYINFORMATIOM- BC COMP.(DUR.)/ TENS. DUR. CSI 7.00 psf O.C.Spacing 2- 0- 0 6-7 -24(1.60)/ 2544 1.15 0.56 7-8 / 1695 1.15)}) 0.40 8-9 -24(1.60)/ 2544 1.15) 0.56 Bldg Code: CBC -01 W8 COMP.(DUR.)/ TENS.((DUR. )))))) CSI 2-7 -545(1.15)/ 89 1.60 0.13 3-7 / 682 1.15 0.30 4-8 689 -545(1.15)% 1.60 0.103 t 4-11-t -1� 13 a 0-3-13 14-0-0 14-0-0 1 2 3 4 5 4.00 -4.00 4-4 131 B2 W:308 W:308 R:1372 R:1372 U:-31 U:-31 12-0-9_i i20z�i _ 28-0-0 6 7 8 gn t 5-7-11 1 SHIP I j k lIiA_ 11 rc e p a se frame 21ppaare position as shoe a ve. hH gable stud plates to avol o erla wit st udura lates o to le). CN g Ittesean �tes are 20 $a. unless shown b� "18"(18�ga�"FP'(16.$a.), 0r "MX"(TWMX 20 gad, �ositiPnec�per Joint �Ptails eport� ) J l 21/2007 WAR I Read all notes on this sheet and give a Copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: DriVe_T_0301203_L00005_300001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assur :ed for dimensional accuracy. Dimensions are to be verified by the component manufacturer andfor building designer prior tofabrication. The building designer must ascertain that the loads Dsgnr: BW #LC = 16 WT: 145# O��l/ sa��®�� 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 TC Live 20.00 psf Li ve Li VeDur L=1.15 P=1.15 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 noted. Bracing shorn is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Snout 0.00 psf Dur L=1.15 P=1.15 TRUSSenvironment that will cause the moisture content of the wood to exceed 19% and/or cause connector pate corrosion. Fabricate, handle, install TC Dead 14.00 psf Rep M b r B n d / Comp / Tens 4445 Northpark Dr, and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tmswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSUTPI1%VVrCAT-WoodTrussCouncilofAmericaStandardDesignResponsil.4lities,'EUILDINGCOMPONENTSAFETYINFORMATIOM- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and'BCSI SUMMARY SHEET& by WfCA and TPI. The Truss Plate Institute (TPI) is located at 583 Donofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.41 Vdsccusin53719. The American Forest and Paper Association (AFPA)islocated at111119thStreet, NW,Ste 800,Washington, DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2, I j k lIiA_ 11 Job (Verne, 28"Varies ones Truss ID: 'CG TI 07,T 07, CAL MEMBER FORCES: TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. Plating spec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF This truss is designed sing the GBL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, CBC -01 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Loaded for 10 PSF non -concurrent BCLL. May use odegnate for blocks. THEY ARE BASED ON 1.5" HANGER NAILS FOR Truss Location = Not End Zone Hurricane/Ocean Line - No staples gable. BUILDING DESIGNER MUST VERIFY (,ABLE LOADS! 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" Exp Category = B Bldg Length = 40.00 ft, Bldg Width = 10.00 ft (rl gable bracing regui red @ 38" intervals, GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Mean root height = 22.49 ft, mph = 80 CBC Standard S expposed to wind load applied to face. See "E_neral Cable Details', C002065035. PLATING BASED ON GREEN LUMBER VALUES. Occupancy, Dead Load = 12.6 psf 2. _� I I I I "j6' TT��jj N N 4-0-0 Ijr�' v w 4-0 0 14-0-0 14-0-0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 4.00 -4.00 3-4 20 21 22 23 24 25 26 27 28`0.29 30 311313 34 35 36 370 38 �v 0 04 4-0-0 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT t 5-7-11 SHIP s 0-3-13 — Truswal I stems Plates are 20 a. unless shown b "18'(18 ga , "H"(16. 9) or "NllC"'0( 20 p2 ), pogitiponed per Joint P tails Reportp Circled plates and false framz plates are posltlonedyas shown .06, e. Shrft� able stud rates to av661d over a with structural rates le 9 a� (or sta ) . AH I NGRead all notes on this sheet and give a copy of it to the Erecting Contractor, 1 1 Cust: Mitchell's Building Supply This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO • Drive and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions —T-0301203-1-00005100001 are to be verified by the component manufacturer and/or building designer priorto fabrication. The building designer must ascertain that the loads Dsgn r : BW #LC = 16 WT: - 189# ,/Ij �jH +W q OD 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 TC Live 20.00 psf Li veDur L=1.15 P=1.15 �/./� a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install TC Dead 14.00 psf Rep Mbr Bind / Comp / Tens 4445 Northpark Dr. and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tru wal software, BC Live 0.00 psf 1.15 / 1.00 / 1.()0 Colo Springs, CO 80907 ANSIliPl1','WrCA1'-Wood Truss CouncilofAmedi Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER; T6.5 4 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WfCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, , Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24