Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
028-430-004
R _f 1 028-430-004 AG 01-116 GAYER, KEVIN & SHARON DUNSTONEOItOVILLE j AGRICULTURAL STATEMEN. j 028-430-004 02-1620 i 8i C,jYFR, KEVIN DUNSTONE DR., ORO ;�ED CONT: GENE DILL $-3d—�3 i i 4 it NEW SINGLE FAMILY B07-1363 028-430-004 i }t I - MISCELLANEOUS Private Pool FIBERGLASS POOL- TO BE MASTERI 645 DUNSTONE DR 1 GAYER, SHARON R e _f 1 028-430-004 AG 01-116 GAYER, KEVIN & SHARON DUNSTONEOItOVILLE AG EXEMPT PERMIT i AGRICULTURAL STATEMEN. j OF ACKNOWLEDGMENT i 8i i i 4 it i }t I - e 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: 645 DUNSTONE DR Owner: Permit NO: B07-1363 APN: ' 028-430-004 GAYER, SHARON Issued Date: 07/19/2007 By KCG Permit type: MISCELLANEOUS P O BOX 265 Subtype: Private Pool BANGOR, CA 95914 Expiration Date: 07/18/2008 Description: FIBERGLASS POOL: MASTER# Ml (530) 533-3080 Occupancy: Zoning: A-10 Contractor Applicant: Square Footage: PARAMOUNT POOL & SPA INC PARAMOUNT POOL & SPA I] Building Garage Remdl/Addn 595 ANTELOPE BLVD 595 ANTELOPE BLVD RED BLUFF, CA 96080 RED BLUFF, CA 96080 Other Porch/Patio Total (530)5 27-4079 (530) 527-4079 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Swim Pool -Fiberglass $525.91 Total Charged: $601.61 Fees Paid: $601.61 Balance Due: $0.00 Receipt No: B3620 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 Contractors License PARAMOUNT POOL & SPA INC 823708 / C53 C15 / 09/30/2007 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 AFFIRM UNDER PEN OF PERJURY that I am licensed under provisions of Chapter 9 (commenci ilh Section of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) is in full for nd effe 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 07/19/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ContraC S Signature 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 OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ®I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 016265 03/01/2008 State Fund 713-0Exp. Date: Policy olicy Number: Contractors License Law.). (This section need not be completed if the permit is or ons hundred dollars ($100) or less.) ❑ 1 AM EXEMPT under Section B. 8 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 07/19/2007 compen ation provisions of Se h 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisl s X 07/19/2007 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 Signature/ Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND 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 perm t. 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 sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter t above mentioned property for inspection purposes. I hereby certify that I am the pr rtyowner ramauthorizedtoact t aprope wnersbehalf. E the l 07/19/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for NtUV of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ 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 AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLIC4TION Website: www.buftecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last NameY ti first Name //��/ 1 Mailing Address / U ulvm E City OROi//GcE State Gb Zip Phone J3�3�� Fax E-mail CONTRACTOR Name i��/' DAN vUt � .� Ale, �3 / Address- _S /lY) f rI&VO City/�7 City State Zipq Logo Phone s2% vi 9 Phone Fax ..5'27- YY7V E-mail /� O✓/�' by E mail Lic. # 0137o� Class e -4 n u.._ ._._.. - ARCHITECT/ENGINEER Name �,. �. Address Map Book City Lot # State Zip Phone Name Fax E mail State License Number 2 y y2 L" u.._ ._._.. - APPLICANT INFORMATION Name E 6J� Address Map Book City Lot # State Zip Phone Name Fax E-mail APPLICANT SIGNATURE X - For office use onI Zoning -1 Flood Zone ' SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. bol -13�� BIN # PROJECT LOCATION Property Address Cross Street WORKER'S COMPENSATION Policy Number Carrier (� If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �W Nl b l(3,(4G-i►SS S�vkn� Win' -10 * `1 - Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:K b- Amount Receipt #: SRA Sheriff SMIP Date: � - ��, �� Total 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: B07-1363 Date: 06/22/2007 Location: 645 DUNSTONE DR By: KCG Parcel Number: 028-430-004 Sub Type: Private Pool Owner Name: GAYER, SHARON Phone: (530) 533-3080 Description: FIBERGLASS POOL- TO BE MASTERED The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No ❑ ❑ ❑ ❑ I 01 DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Date: 06/22/2007 FILE 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: B07-1363 Job Address: 645 DUNSTONE DR Contractor: PARAMOUNT POOL & SPA INC 595 ANTELOPE BLVD RED BLUFF, CA 96080 Printed: 06/22/2007 12:30 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 06/22/2007 $75.70 DBMSC Swim Pool -Fiberglass 0010-440001-4210500-1010 $525.91 06/22/2007 $525.91 Printed By: Kourtni Graham 601.61 $601.61 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These es may chap uring the plan checking process. Signature: Date: 06/22/2007 r Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte ,County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1363 Location: 645 DUNSTONE DR Parcel Number: 028-430-004 Date: 06/22/2007 Owner Name: GAYER, SHARON Phone: (530) 533-3080 Description: FIBERGLASS POOL- TO BE MASTERED Date: 06/22/2007 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 A4,j`90 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: B07-1363 Date: 06/22/2007 Location: 645 DUNSTONE DR By: KCG Parcel Number: 028-430-004 Sub Type: Private Pool Owner Name: GAYER, SHARON Phone: (530) 533-3080 Description: FIBERGLASS POOL- TO BE MASTERED By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 06/22/2007 eRT MAIN OPFICR. P 0 BOX 933 WINDSOR CA 934920 PHONR 707.837.0920*PAX 707.839.0411 BRANCH OFFICE LOCATIONS VALLEJOSPETALUMA TOLL FREE PHONE 877.493-6662 No. 07-120 June 25, 2007 To: COUNTY OF BUTTE BUILDING DEPARTMENT 7 County Center Drive Oroville, CA 95965 Attention: Building Plans Examiner Butte County Development Services Subject: Master Plan Authorization Dear Building Official: As the engineer -of -record for the Composite Pool Corporation (CPC) pools and spas for which Paramount Pool & Spa is an authorized dealer, this letter shall confirm my authorization to utilize as a Master Plan all CPC design pool models. All CPC pool models may be constructed in Butte County in normal soil conditions, provided that the pool or spa is properly installed and maintained in accordance with the manufacturer's recommendations. If unusual soil conditions are encountered, this office should be consulted before installation. Very trulj yours, COLUMBIA RESEARCH & TESTING Q1W.p —1�'�l\ No. C 4420 Don K Poindexter, C.E., G.E. Civil Engineer, C-24420, Exp.12/31/07 4OFc Geotechnical Engineer, G-690, Exp. 12/31/07 Z'd 0Lbb-L29-0E9 kids amu 100d iwnOWUdUd WUCE:01 L002 61 tnC NOTES RESIDENTIAL 028-430-004 o z 02-1620 PERMIT N0. GAYER, KEVIN - �p DUNSTONE DR., OROVILLE 1' ! CONT: GENE DILL r NEW SINGLE FAMILY j ,Y y f f /S iq V x. I� OFFICE COPY KED Address S R� F FUI 3 GAS FIR Meter By Da I ELECT R SPIT Meter By Date rr VE 1` -- -- — - 1 ! Address US, SUI' GAS Meter By Date j ELECTRIC I Meter By Dat JOB FINALED (Date) J b-3 Signature t 3� { .1 �1 �f OFFICE COPY KED Address S R� F FUI 3 GAS FIR Meter By Da I ELECT R SPIT Meter By Date rr VE 1` -- -- — - 1 ! Address US, SUI' GAS Meter By Date j ELECTRIC I Meter By Dat JOB FINALED (Date) J b-3 Signature t ./= OK 0 = Not OK - = Not Applicable- MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 1 Date Card B-1 Date Card B-1 Date Card B-1 Date f Card B-1 'Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements A' 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails y 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors ' Shthg.-Frg-Bracing t 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures � 6. Carports; Windows -Doors 7. Electric ' 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK =Not Applicable =Not Ready RESIDENTIAL Date Andernoor (Plans) OK except #'s Z ing-Setbacks-Easem -Flood-Slope . Ftg., Main; Soil Elec. Grn61V r Ftg. Depth 2�3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Ameg.", Porches & Decks; Soils- Steel-/ /" Ftg. Depth 1 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. emwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 0 7. Slab, Steel -Wrapped (Single & Duplex) Date 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Card B-1 Date 15. Access & Ventilation Card B-1 Date 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s ater Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection ,4�Q_W.V.; Test Fittings & Anchor -Nail Protection ower an; Test, First Floor -Tub Access /ate 10 1. ieloGas lost Tub & Shower, Second Floor -Tub Access Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22o'—Fixture & Transformer Clearance -Ins. Protection 240 ec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 2� Installed Close to Edge of Studs & C.J. 2 ,- �2-mex Equip. Ground made up w/Meeh Fasteners -Bond Gas & Water P,B/'fAppliance Circuits in Kitchen & Conductor Size GFI 29_,oeu'bfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30.^ge Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al I ulated Neutral ❑ Yes ❑ No AA/Equip. 3 S rvice-Riser Conductors & Ground Main Disconnect Clearances Panels-Motors-Mech. Equip. thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation .3 . Con ensate Drain & Overflow, Size & Grade 3 . rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 its Proper Materials & Anchors 4 ., Walls Studs -Nailing Spacing & Braces -Plates -Sound Y. Bearing Walls over Girders & Floor Nailing g3/Draft Stop in Walls (rat proof) •• V. F"e Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. eaders & Beams -Size & Bearing n� Date FRAMING (Continued) 4Zelelihg, Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shtinq.-Rfna. 4boOFireSlace Ties or Type A Flue -Fireplace Throat Clearance 4 ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 G age Fire Protection Framing 5 . Pr perty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits th- Headroom- Rise- Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers Sidi g -Nailing Veneer o esh-Drip Screed -Fd. Vents-Underflr. Access G19,zing Area -Glass Protection -Skylights -Plastic Z. '7-,5hear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. ps-Door & Sidelight Protection -Land ngs 6 . Smoke etector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 6 edroom Exiting �6 .I. & Bath Fixtures & Tub Access -Spa 6 ec. Trim & Subpanel, Breaker Sizes & Labels ai s Clearance -Hearth 71 c. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 75 . D ct in Garage -Damper 7 Wir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor -Meth. Protection 77 Ib., Elec. & Mech. Equip. Listed for Location 78-112 f6cReceptacles in Garage (F.F.I.)-Romex Protection 79 sulation-Foam-Looked in Attic i s onstruction-Post Caps dn. VBents & Crawl Hole boor Drainage & Wood -Earth Clearance Looked under Floor O Yes Following Instld./Drive J Yes JAIaMatks J Yes J No/Planters 0 Yes J No 9�own-Finish 84_,<—C. Unit Disconnect, Electrical -Plumbing - 8�nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 97.rExterior Elec. Trim, G.F.I. Receptacle -Underground q§—Merttilation Throughout House 8p!GTass Protection 90_..0 t ctions from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric W ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 'T4— Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico,.CA • (530) 891-2751 7 County Center Drive- Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should'be corrected. Please notice this office when correction of work is completed. If you have any questions pertainin to is matter, or need additional explanation, pI ea a contact this office immediately. 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES — 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541< CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, pled_ ntact this office immediately. 2� - :r ti0- --y �� Al-7--- 3 rI' is A 1 1f S Cxt � h •J� 4 i f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES �. 411 Main Street • Chico, CA • (530) 891-2751 _ 7 County Center Drive • Oroville, CA • (530) 538-7541 S CORRECTION NOTICE OWNE , PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to thts matter, or need additional explanation, ' please contact this pffice immediately. r Data�` 3d --d. REV 10/92 COUNTY OF BUTTE BUILDING"DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA.- (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE Z) Z -/C zo PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please ontacl this office immediately. �5 j• - 4 .� REV 10/92 COUNT160F BUTTE BUILDINGDIVISION DEPARTMENT OF -DEVELOPMENT SERVICES -- -- 411 Main Street qWo, CA • (530) 891-2751 7 County Center Drive Oroville, CA • 530 538-7541 x CORRECTION NOTICE OWNER �� ��� PERMIT NO. rt A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. if you have any questions pertaining to this matter, or need additional explanation, please cont his office immediately. jr, r SCC[ , rT o n 7C) CMZ - A 7` POOL Date REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 O/� _ MAD (Rev.12/96) APPLICATION AND PERMITpj ASSESSOR PARCEL NUMBER 28-430-004 ZONING A-10 BUILDING PERMIT OWNER GAYER, KEYJN TELEPHONE SO. FT. OCC. BUILDING VALUATION 3 011 R 162;59400672 .OWNER'S MAILING ADDRESS U 19 096 00 CONTRACTOR'S NAME GhNE DILL TELEPHONE 534-9722 710 7 CONTRACTORS MAADDRESS ILING 5732 OROVILLE CA 95966 CONSTRUCTION LENDER Fireplace A 1.500.00 LENDER'S MAILING ADDRESS Total Valuation $ 185.'420.00 ARCHITECT OR ENGINEER LICENSE NO. Fee - $ 20.00 -Filing Permit Fee $ 940.00 ARCHITECT OR ENG S MAILING ADDRESS Plan Checking Fee $ BUILDIN DUNSIONE DR., OROVILLE Energy Plan Checking Fee $ .60 23.00 $ PERMIT FEE $ 1.598.10 LAT NO. SUBDIVISIONS NAME ]PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 84.0 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 • 0 Each as water heater or vent 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping stem 1 - 5 outlets 15.00 OC Building sewer -15. 15.00 Mobile Home I S I G I WF_- @20.00 PERMIT FEE $ 164.00 ELECTRICAL PERMIT I Fling Feel 20.00 OOOV OR LESS Main Service . '0.. OR LESS 23.00 2 3 . 0 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 fel fce and effect. ) ^-� % r License Class Lic. No. / I l J 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 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 Main Service IoaoA 46.00 WE NG NEW CONST. DWEOR ADDNS. LLING OCCUP. 3.50S NEW CONST. MUA�CrICO�LEr NON•RESID. C @7.50 POWER APPARATUS Jk SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES SAL @ I.s�o Ex. Occup. oPurELE°TSA .Es oPsw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 17 1.90 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 20.00 20. Cooling 1 25-00 2 5.0 Hood 1 6.50 6,5 Ventilation 4 4. G PERMIT FEE $ 89. 50 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the work I compensation provisions of section 3700 of the Labor Code, I shall fort comply with pro isi S. X Date - f �2- Signature f Applicant - ❑ Owner A Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46. 00 Occ R3 CONST. TYPE X TOTAL FEE $ H p, IMP FLOOD CDF PARCEL PD ND 5S 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. p e D'z �Y Oe1 Receipt No. �O WHITE-D.D.S.-B.D. CANARY' SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT )0 {' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET - OWNER: -ASSESSOR PARCEL NUMBER ' ?',, Proposed Building Use: .PiI.J Counter Technician: 11 °LTA Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. . �2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. J 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5.. Energy compliance design and supporting documentation in duplicate. ❑ 6. M factured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie d o n or plans, all in duplicate. '� ❑ ��ation ,YAetal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. 0) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. -If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. , Date Received By fi Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... { ❑ `10. Letter of intent for non-residential buildings......................................................... 01, 11. Detached Accessory Building Form filled out by the owner ..................................... "❑62^, -Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items:) �14. Fees as shown on the attached Schedule bf Fees Due Sheet ....................................... ❑ 15 -Statement of Intent for Non -heated and A/C Buildings .................................. ....... t 16: Sanitation and plot plan approval from the Environ ntal Health De art in -� 0. 17. City of Chi 'Plumbing permit...... �. � 7— / ..... .......... . . ............... S j� 18. "al; of Forestry plan approval paid. Sent b} .................. ❑ 19., Planning approval for (A) Use: 0 V, B)Parking: (C) Par el Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... } ' 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ 4. ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ; ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization................................................: ................... ' ° 7. Recorded copy of Agricultural Acknowledgment Statement ................. ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑AOi ❑ Grant Deed. ❑ M.H. Title/Statement of Facts. ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ , When issued Telephone C k --l-UnTTiold 1c k up. I have been info r of the abo items d requirements for obtaining a building permit.' p ica 1. Index permit application for the above items numbered: i 49:Cn h 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ hone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by Gd' phone, ❑ mail, ❑ count , bDate: - - Z Plans reviewed by: Date: Plans approved by: Date: Structural reviewed Date: /!o vZ Structural approved by: Date: Note transfer by: Date: - - Z Yellow: Building Division -//�/ E.H.-USE OWL b Piot Pian attachad Floor N sent — Mann i►t�86 �an� to ®.O. TO: Building Department 62 G told FROM: Environmental Health SUBJECT: Sanitation Clearance A Owner Location AP# Plan Approved for: Sewage Disposat-, Water Suply: Public Private Well Clearance for dwelling. Other .. J=�t� dz -4 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Da COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDIN(aSE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ 2. SCHOOL DISTRICT FEES a49�1�►�I (paid at District Office) 3.' SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ 3 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.#�a DATE 62 / / RECEIPT # DATE REC. 23 -3/-6271P At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during thq plan checking process. 6rsua CANT �L��i� D TE �� ~ // C/2 nt to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5,'6, 7, 8, 9, and 10 above may have been imposed -on -your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) AMAAWb A PA Certificate of Conformance Certificate 054076 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For. Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural. glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of'the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. /`,j %� %3 yy b 4�&I y Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565.6600 - Fax Number: (253) 565-7265 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541"- IC , I AGRICULTURAL BUILDING EXEMPTION PERMIT E MIT NO. V,col-ll ®ricultural building is defined as follows: Agricultural building is a struZessed, ned and constructed 9 9 g s ructed to house farm implements, hay, grain, poultry, livestock, or other horticultural productucture shall not be a place of human habitation or a place of employment where agricultural products are prtreated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. g y 7 _ p 3 O OWNER ~ PHONE NO. CFY Al 1q OWNER'S ADDRESS `3:2- mi;NvtliE u g LOCATION OF BUILDING lL USE OF BUILDING SIZE OF STRUCTURE 3 'X o _, = 1 _Q So. FT. TYPE OF CONSTRUCTION: WOOD FRAME � STEEL CONCRETE OTHER (Specify) TYPE OF SIDING %Afo 0® ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION -/�',®00, co AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: - FRONT M`'° SIDES D r�REAR aC) AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. ,4 ( J Date Permit Fee - $60.00 Receipt No.���� 1S Signature of Owner The above described AG Building is Manager Bu By �4 White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant Division FEDERAL EMERGENCY MANAGEMENT AGENCY y 7 67-007 O.M.B. No. 30 NATIONAL FLOOD INSURANCE PROGRAM Expires Jul 0 ,_ -007 _. ELEVATION 'CERTIFICATE ' Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number - K,, v umber2v .T.,? BUILDING STREET ADDRESS (Including Apt., Unit, euite, and/or Bldg. No.) OR P.O.'ROUTE AND BOX NO. Company.NAIC. Number CITY STATE .ZIP CODE' 0 rove Ile CA 9596 (10 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Bwti'e Goun A PK 28-43-004 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##'- ##.##" or ##.#####°) h1UK14UNUAL DATUM: SOURCE: IJ GPS (Type): L_I NAD 1927 I-1 NAD 1983 L_) USGS Quad Map " Other: SECTION B - FLOOD,INSURANCE'RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 72. COUNTY NAME B3. STATE uiie. Coon♦ - 0(60017 8CA't"te I CA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER G DATE EFFECTIVE/REVISED DATE ZONES) (Zone AO, use depth of flooding) 06007-C 1025 4 ne 8 19 93 nE 998 �' B10. Indicate the source of the Base Flood Elevation (BFE) data or -base flood depth entered in B9. N I_ I FIS Profile IJ FIRM IJ Community Determined I_A Other (Describe): On reverse 811. Indicate the elevation datum used for the BFE in B9: I_I NGVD 1929 JJ NAVD 1988 IJ Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? "Yes I l No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I_JConstruction Drawings' I Building Under Construction' IJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section.G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? IJ Yes I_I No ❑ a) Top of bottom floor (including basement or enclosure) m) ❑ b) Top of next higher floor_ ft.(m) a ❑ c) Bottom of lowest horizontal structural member (V zones only) �"4 O d) Attached garage (top of slab) P'. _ ft.(m) $ ❑ e) Lowest elevation of machinery and/or equipment w " servicing the building (Describe in a Comments area.) A1,1A E ❑ 0 Lowest adjacent (finished) grade (LAG) -33,t 5 ft.(m) 2.5 _ ❑ g) Highest adjacent (finished) grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade � ❑ i) Total 8 J area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER _ Robert C, Brooks t7 ,- =. t=. 1.440 r - M r '71'WV. Cl Z (� 1 �J�' L 131 or n ,= - / o fp / FEMA Form 81-31, JUL 00 SEE REVERSE SI E FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg No.) OR P.O. ROUTE AN BOX NO. Policy Number e 66,Antj APR -2e- 3 -oma ve CITY STA`TE ZIP CODE Company MAIC Number O rovt l C 959lofo SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS Elevations are. based/o^n contours from �he Scingo\r'Quadretn4le. Maps„ n- ,i h -I r %1 t -n\ - r➢ I_l Check here if attachments-, SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the Elevation Certificate is intended for'use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _I _ (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_1_J ft.(m) 1_)_lin.(cm) IJ above or U below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6=.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I -1J ft.(m) 1-1_lin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The -local official must certify this information in Section G. • SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation. data in the Comments area below.) G2. 1_1 A communit gft;cial completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zope:#Q.'- G3. 1_1(fihe f Ibwing information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT t114MBER I G5. DATE PERMIT ISSUED ISSUED G7. CERTIFICATE OF COMPLIANCE/OCCUPANCY C G7. This permithas been issued for: 1_j New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone•AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME, TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ; Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 (IbUNTY CENTER DRIVE OROVILLE, CA 95965 f 202—>m�59278 Recorded Official Records I REC FEE 10.00 I COPIES 2,50 County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I NaryR 11:41RM 04 -Nov -2002 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the Countv of Butte. State of California. described as follows: a'V �Xl4i>%J 11 to �J Datei_ / /- /- /;� , g PROPERTY OWNERS: —i -- .MR- I I' i� State of California ) County //oof 'P On before me, --/4 Esc N personally appeared �j��i�. Q19IV6111 J 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 instrumgnt. WITNESS mvl> n -)and official. // Seal: r CYNTHIA GREEL— Y Y ci COMM. # 1290202 NOTARY PUBLIC-=FORNIA CONTRA COSTA COUNTY 0 o ` COMM. BCP. JAN. 29, 2005 Order No. BU -201853-3 MAM ;J.. EXHIBIT "A" Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 41, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FORD AND FOWLER SUBDIVISION UNIT 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 3, 1929, .IN BOOK 10 OF MAPS, AT PAGE(S) 6A, 7A AND 8. APN 028-430-004-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, 60 FEET WIDE OVER A PORTION OF THE SOUTHEAST ONE-QUARTER OF SECTION 18, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., LYING 30 FEET ON EACH SIDE OF THE FOI4,,OWING DESCRIBED CENTERLINE: :1 BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHEAST ONE-QUARTER, SAID POINT ALSO BEING ON THE NORTH LINE OF LOT 41, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FORD AND FOWLER SUBDMSION UNIT 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 10 OF MAPS, AT PAGE(S) 8A, FROM' WHICH POINT THE SOUTH ONE-QUARTER CORNER OF SAID SECTION 18 BEARS NORTH 88 DEG. 19' WEST, 666.81 FEET; THENCE NORTH 18 DEG. 01' 10" EAST ALONG SAID CENTERLINE, 193.73 FEET; THENCE NORTH 05 .DEG. 36' 39" WEST, 94.66 FEET; THENCE NORTH 30 DEG. 42'48" WEST, 113.52 FEET; THENCE NORTH 30 DEG, 39' 47" WEST, 369.76 FEET; THENCE NORTH 38 DEG. 20' 22" W. 217.91 FEET; THENCE NORTH 41 DEG. 02' 46" WEST,. 126.34 FEET; THENCE NORTH 60 DEG. 57' 44" WEST, 127.55 FEET, MORE OR LESS, TO POINT ON DUNSTONE DRIVE. THE SIDELINES OF SAID EASEMENT SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID. SOUTH LINE AND SAID DUNSTONE DRIVE. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON THE RECORD OF SURVEY RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 34, 35, 36 AND 37. ji1'1�r:. ,-•- y,. � — w--.r.Y'•.�"ii'.1n'r'•.YM*'�..�7'1- �-•y`L--�-t..r 4, �i-..-/ �L�, •^m. r7T`.^^'s" .. ..-� ... •�ti-`r .-tom-.. -t .. .. ... t�' . r ., �, �� _ .. • .t 2 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District —'6SD Building Department No. A.P. Number I PropertyC+wner Property Location/Address Subdivision's Residential Development iIV' •:.. --s....1� .:: , . Commercial/Industrial Jurisdiction: City County U, cam! \ 64--A - g No Living Mobile Home Units Installation 0 0 New Addition Lot No. ............................................. :.........................................::.-..................... ; Sq. Footage Z4 Addition/ 'Supplemental to (Group R) Conversion Permit # / x(No foundation inspection) y} 7}-''•.,.'.1'°+�-•-•-�.:..,: fi }•?'Y:.yrt._• ' :i4".'-rtk, 1iiC.�:.. "-M-.�`L. +h4}F1�w.•i!, i+�ii� ., . Sq. Footage + IrIUVI ndns reviewed oy Jcnool uistrlct Personnel Date District Identification No. .School District certifies that /l ^ (Applicant) (,Including Exterior Roofed Areas) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. Q—Q� /Q by payment of representingw— % square feet. AB 2926 t $ 11 FULL MITIGATION $ School Disth9t Representative Paid by Check # Remarks: Dl- 7).— '/a Y' Date Notice: 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 ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) fieform.xls (10/98)dmm I �1 ,butt¢ C LAND OF NATURAL WEALTH AND BEAUTY Sharon K. Gayer 35 Manville Ave. Pittsburg, CA. 94565-5843 RE: Building Code Violation. Location: 645 Dunstone Dr., Oroville, CA. AP # 028-430-004 Dear Sharon Gayer: PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above - referenced location, as follows: Failure to.obtain the required permits, inspections and approvals from this office for the addition of second floor to ag building and converting same to living area. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. erely, Sco Rutherford Chief Building Inspector SR: kj cc: Assessor _ BUTTE COUNTY DEVELOPMENT SERVICES f Complainant: Address: Phone Number: ' Other Comments: - } •-ri. t.cy ••� :: ���M`::•:' �/�� .�.:::2;::.:.� Wit+'=•'::1�'�;�: �':::` .� f • ..f11►. wi�2 ifr if:liF4Q Inspector must draw a plot plan with all building locations: 1 0 &.A Additional Comments from Inspector: 2 , r I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWN ai—//e PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. /%-b % PL.- X /) Deo -no 3&111')..*' 3 ��c.7� 5 cr Cmr�-ter �u 'q— Date -L 0 3 REV 10/92 InspectorI� m 028-430-004 02-1620 WRDKED DR., OROVII,LE UNSTONE CONT: GENE DILL NEW SINGLE FAMILY 9 AG 01-116 028-430-004 & SHARON 1;tl GAYER KEVIN OROVILLF, DuNSTONE AG ENEMPT PERWT ! ` AGRICULTURAL STATEMEN OF ACKNOWLEDGMENT iij i °. jaSL40hVQ: Main Assessor Name GAYER SHARON K Asmt # Fee # 028-430.004.000 ' — Status ACTIVE ,Status Date 01!10!1996 ' Addr1 35 MANVILLE AVE � Tax 000 NORMAL OWNERSHIP TRA 091-036' Addr2 PITTSBURG CA 94565 5843 Situs1645_DUNSTONE-DR_OROVILLE Addr3 (� Base Dt 07!1311999 Addr4 Land 41,616- J timber Preserve Structure0, Comments WAS 028 200 091 PAGE TRANSFER �J AgPres Fixtures 0; Etal Growing Creating Doc# 1996801099 Date 01!10!1996 rJ Notes Tot. 41,616, Current Doc# 200280049776 Date 09!24!2002 J Bonds R. R P 0; Fix. YJ Multi Situs Killing Doc# Date FIag1 MH PP Asmt Desc LOT 41 FORD & FOWLER i SuplCnt� FIag2 PP 0 Zonings i Dwell F 910 MH Exempt 0! Acres/Sq Ft 16.44 N!C 028 Asmt PP Pen Net 41f616G 0J Tax PP Pen R!C# rJ Appeal Pending T/R Dt _ 1 JJ Split Pending R!C Stag PHY OWN EXP TAX HON ATT SIT APR. PGL . rQ � Na 1,71I ...j2p Find ]I � �I mil l 12002 AUpton, 11 j14j2002 9;14,38 AM Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5 -Ca IW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. q = 14.5 psf @ 75mph I=1 IF,, ie., MICHAEL MOONEY SA MADRONE AVE. 1 1 CIVIL ENGINEER OROVILLE CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-04-111 June 17, 2002 Client Name Gayler/Gene Dill Const. APN APN 28-43-004 Analysis 1997 UBC Dead Loads Live Loads Roof Comp roof 6 psf ''/2" plywood Trusses 1.5 4.0 16 psf. Insulat. '/Z" 1.0 ® �, BUTTEY C� U Gyp. Bd. 2.5 15 psf. U Wall av ;1 BUILDING W�ii �.t4.'i f h Siding 3. V Plywood' 1.33 Framing 1.5pjj '/2" Gyp bd 2.5 Insulat. 1.0 10 psf Floor Conc. Slab 50 40 psf Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5 -Ca IW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. q = 14.5 psf @ 75mph I=1 IF,, ie., .................... ■ I'I II� ill114EMIIIIIIIIIIIIIIIII �I�IIIIIIIIII� i 1 tl .�.... J .................... Longfellow Lumber Co., Inc. 89 Loren Avenue Name: Dill, Gene Chico CA 95928 Address: Telephone: (530) 893-0112 Fay:: (5301893-0140 _— GAYER r — LL(Zc..( 101 Job: - - - - gaye0523 Telephone: -- — _ _Scale_Not to scale _ — — l Date_5/23/02 Drawn By. GDA_ _ ■ I'I II� ill114EMIIIIIIIIIIIIIIIII �I�IIIIIIIIII� .�.... Longfellow Lumber Co., Inc. 89 Loren Avenue Name: Dill, Gene Chico CA 95928 Address: Telephone: (530) 893-0112 Fay:: (5301893-0140 _— GAYER r — LL(Zc..( 101 Job: - - - - gaye0523 Telephone: -- — _ _Scale_Not to scale _ — — l Date_5/23/02 Drawn By. GDA_ _ LM-ERAL AN ay)6 o.tnw-mso 0�,e Rtiwwn Aft Vow, C21a�Q.� __Nw (_ � �1ti� m 15 c leo a.- V ok, I�r�.l�. n12 2 0 .ordo (4-S 03) -hvk1 uwe OE, -��51 b1til,C C. �,O - to 12 Vc -4`74-4.4 l Y-2) 0 0-7 -O'k I -sb 9D q s- Wtx o _____ c_ _ ____v__ ___ _ .__ _ __ _ _ _ _ _ _. l� S K I �fS K k 4 u. _—---_-------�=��'—CUA—�<<�� �� D�IZ�(� :�c.� =D� =�3�� QB�Q� �---- _— 1 CD 4 4-34 S -n 4- s7'�.5s � - A -L Wd-. 'I2 u�V "'C-- (,(OZ, M-01. 02-1)d11�1JCLJG�J 5/� CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: Dill 3011 Run: 550 12 -Sep -02 Project Address: Dill 3011 Building Title: Dill 3011 Document Author: Don Freemyers Telephone: 530*533-9365 Building Permit # oa- 6111 ao Plan / )at Compliance Method: CALRES2 1.4.04 Field Check / /Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 3011 ft2 Average Ceiling Height: 8'6" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 235'deg (West) Glazing Area, % of Floor Area: 19.8% Average Fenestration U-Value:0.35 Average Fenestration SHGC: 0.34 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type ----------------------- R -value -------- R -value R -value -------- U -value Location/Comments Door 0 -- 3.03 -------- 0.330 ----------------------- Outside Door 0 -- 3.03 0.330 Unconditioned Wall 1 0 16.95 0.059 Outside Wall 0 16.95 0.059 Unconditioned Wall 1 [2f 0 16.95 0.059 Outside Wall 1 0 16.95 0.059 Attic Wall 1 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Attic Wall 21 0 16.95 0.059 Unconditioned Ceiling 38 0 41.67 0.024 Attic Floor 0 0 3.38 0.295 Grade Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) ------------------------------- Slab 3011 0 Conditioned? Exterior Conditions/Descripti -------------- ------------------------- Yes Grade 11 E COUNTY BuIL®1" I)EPAR -r APPRO VEUrk 6 CERTIFICATE OF COMPLIANCE: Residential Water Page 2 CF -1R Project Title: Dill 3011 System Name Type Run: 550 12 -Sep -02 FENESTRATION Htrs Factor (gal) ..--�--------------- L Gas . 68! Standard ------------ Gas . 68EF ----------------- 1 Storage gas �t Area Fenestration Fenestration Exterior Overhang Type/Orientation (ft2) U -factor SHGC Shading and Fins ----------------- Window West ----- 122.1 ------------------------ 0.435 0.35 --------- BugScrn -------- None Window North 109.3 0-t35 0.35 BugScrn None Window East 250.0 0.`35 0.35 BugScrn None Window South 58.0 0.351 0.35 BugScrn None Skylight 56.0 0.35 0.35 BugScrn None THERMAL MASS Area Thick Type Cover ----------------------- (ft2) (in) ----- Location/Comments None ----- --------------------------------------- HVAC SYSTEMS Refrigerant Distribution System Charge and Location Type Efficiency Airflow TXV and R -value -------------------------- Furnace ---------- F0.80 A� ----------- N/A ------------------- Attic R-4.2 Air cond. - central pckg 10.00 SEER- Vo Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Supply Duct Surface ACOA Manual D System Name Area Design ---------------------------------------- CEC 100%R4.2 813 No WATER HEATING SYSTEMS Duct Leakage Target (leakage cfm/ % of fan cfm) Fan CFM n/a 2108 Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ..--�--------------- L Gas . 68! Standard ------------ Gas . 68EF ----------------- 1 Storage gas �t ---- E 1___-0•. ------ 68� ------ 40; SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------------------------------------------ Gas.68 -- No No �U C()U-MXFle ' CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Dill 3011 Run: 550 12 -Sep -02 SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ Gas.68EF 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value ---------------------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6,.of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. BUTTE COUNTY APP nn0VE um CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: Dill 3011 Run: 550 12 -Sep -02 DESIGNER OR OWNER Certification ##: Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: DOCUMENTATION AUTHOR Don Freemyers Freemyers Design 575 Nelson Ave., Oroville, CA 530*533-9365 bp, - q-1 2--,Q ( Date Signed Date Signed Date ` COMPUTER METHOD SUMMARY Page 1 C -2R ----------------------------------------7--------------------------------------- Project Title: Dill 3011 Run: 550 12 -Sep -02 Project Address: Dill 3011 Building Title: Dill 3011 Document Author: Don Freemyers Telephone: • 530*533-9365 Building Permit # Plan Check / Date Compliance Method: CALRES2 1.4.04 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 18.41 Space Cooling 10.81 Water Heating 9.46 Total 0.330 38.69 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 16.43 12.36 7.39 -------- Complies 36.18 Yes 3011 ft2 8'6" ft -in SFD Single Family Detached 235 deg (West) 19.8% 0.35 0.34 BUTTE COUNT 1.00 BUILDI - Floor Construction Type: Slab cn grade A P Number of Conditioned Zones: 1 Total Conditioned Volume: 25594 ft3 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) House 3011 25594 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type (ft2) factor Rval Rval Azm Tlt Gns Type ---------- ------ ------ ---- ----- --- --- --- ------------ Zone = House Door Door Wall Wall Wall Wall Wall Location/Comments ------------------- 20.0 0.330 0 3 235 90 Yes CEC_30-Wood Outside 20.0 0.330 0 3 235 90 No CEC30-Wood Unconditioned 298.9 0.059 21 17 235 90 Yes W21_2x6.16 Outside 164.5 0.059 21 17 235 90 No W21.2x6.16 Unconditioned 412.7 0.059 21 17 325 90 Yes W21.2x6.16 Outside 90.0 0.059 21 17 325 90 Yes W21.2x6.16 Attic 375.5 0.059 21 17 55 90 Yes W21.2x6.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Slr Construction Project Title: Dill 3011 Run: 550 12 -Sep -02 Azm Tlt --- --- OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Exterior Type ---------- (ft2) factor ------ ------ Rval ---- Rval ----- Azm Tlt --- --- Gns Type Location/Comments --- Wall 275.0 0.059 21 17 145 90 ------------ ------------------- Yes W21.2x6.16 Outside Type ------ Wall 90.0 0.059 21 17 145 90 Yes W21.2x6.16 Attic SHGC Wall 72.0 0.059 21 17 145 90 No W21.2x6.16 Unconditioned --- Ceiling 2955.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic 30.0 Floor 3011.0 -- 0 -- -- 180 No S1ab140C Grade None SW -2 Window 30.0 0.35 0.34 BUTTE M.""71"! 90 PERIMETER LOSSES None SW -3 Window 6.0 0.35 0.34 235 90 BugScrn 0.76 UILD11ING DEPA " - SW -4 Perimeter Length F2 Insul Depth �' �r<, Type (ft) Factor R-val (in) Location/Comm t ®® �f.+,.2,� ----------- -------- ------ 90 ----- 0.76 ------------- --2�__ 0 Zone = House 40.0 0.35 0.34 235 90 Exposed 21010" 0.756 None 0 16 Outside 0.35 Exposed 2810" 0.507 90 -- -- Unconditioned NW -2 FENESTRATION SURFACES Fenestration Exterior Shade Over - Fenestration Area --------------- Tru ----------------- hang Name -------------- Type ------ (ft2) ----- U -factor --------- SHGC Azm Tilt Type SHGC /Fins Zone = House ------ --- ---- ---------- ------ ------ SW -1 Window 30.0 0.35 0.34 235 90 BugScrn 0.76 None SW -2 Window 30.0 0.35 0.34 235 90 BugScrn 0.76 None SW -3 Window 6.0 0.35 0.34 235 90 BugScrn 0.76 None SW -4 Window 10.1 0.35 0.34 235 90 BugScrn 0.76 None SW -5 Window 6.0 0.35 0.34 235 90 BugScrn 0.76 None SW -6 Window 40.0 0.35 0.34 235 90 BugScrn 0.76 None NW -1 Window 53.3 0.35 0.34 325 90 BugScrn 0.76 None NW -2 Window 20.0 0.35 0.34 325 90 BugScrn 0.76 None NW -3 Window 15.0 0.35 0.34 325 90 BugScrn 0.76 None NW -4 Window 3.0 0.35 0.34 325 90 BugScrn 0.76 None NW -5 Window 15.0 0.35 0.34 325 90 BugScrn 0.76 None NW -6 Window 3.0 0.35 0.34 325 90 BugScrn 0.76 None NE -1 Window 10.0 0.35 0.34 55 90 BugScrn 0.76 None NE -2 Window 20.0 0.35 0.34 55 90 BugScrn 0.76 None NE -3 Window 20.0 0.35 0.34 55 90 BugScrn 0.76 None NE -4 Window 10.0 0.35 0.34 55 90 BugScrn 0.76 None NE -5 Window 48.0 0.35 0.34 55 90 BugScrn 0.76 None NE -6 Window 48.0 0.35 0.34 55 90 BugScrn 0.76 None NE -7 Window 12.0 0.35 0.34 55 90 BugScrn 0.76 None NE -8 Window 30.0 0.35 0.34 55 90 BugScrn 0.76 None NE -9 Window 12.0 0.35 0.34 55 90 BugScrn 0.76 None NE -10 Window 40.0 0.35 0.34 55 90 BugScrn 0.76 None SE -1 Window 12.5 0.35 0.34 145 90 BugScrn 0.76 None SE -2 Window 12.5 0.35 0.34 145 90 BugScrn 0.76 None SE -3 Window 3.0 0.35 0.34 145 90 BugScrn 0.76 None SE -4 Window 15.0 0.35 0.34 145 90 BugScrn 0.76 None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Dill 3011 Run: 550 12 -Sep -02 FENESTRATION SURFACES continued OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left Fin Right Fin -------------------------- -------------------------- Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 'V' fenes Depth Height 'V' fenes ------------ ------ -- --- ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ---=-------- -------------------------------- None BUTTE COUNTY BUILDING DEFAA T APPR0V Fenestration Exterior Shade Over - Fenestration Area --------------- Tru ----------------- hang Name -------------- Type ------ (ft2) ----- U -factor --------- SHGC Azm Tilt Type SHGC /Fins SE-5 Window 15.0 0.35 ------ 0.34 --- ---- 145 90 ---------- BugScrn ------ 0.76 ------ None Sky -NE Skylig 12.0 0.35 0.36 -- 0 BugScrn 0.76 None Sky -SW Skylig 12.0 0.35 0.36 -- 0 BugScrn 1.00 None Sky -3 Skylig 8.0 0.35 0.36 -- 0 BugScrn 1.00 None Sky -4 Skylig 8.0 0.35 0.36 -- 0 BugScrn 1.00 None Sky -5 Skylig 8.0 0.35 0.36 -- 0 BugScrn 1.00 None Sky -6 Skylig 8.0 0.35 0.36 -- 0 BugScrn 1.00 None OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left Fin Right Fin -------------------------- -------------------------- Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 'V' fenes Depth Height 'V' fenes ------------ ------ -- --- ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ---=-------- -------------------------------- None BUTTE COUNTY BUILDING DEFAA T APPR0V COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Dill 3011 Water Run: 550 12 -Sep -02 HVAC SYSTEMS - Refrigerant Minimum Heater Name ------------ Heater Type Charge and Equipment Duct Location System Name System Type -------------------------------------- Airflow TXV Efficiency and R-value Zone = House ----------- ---------- ------------- GasFur.80 Furnace N/A 0.80 AFUE Attic R-4.2 ACpkg-10 Air cond. - central pckg No 10.00 SEER Attic RL4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM -------------------------------------------------------------- CEC_100%R4.2 813 No n/a 2108 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type Htrs Factor (gal) Gas.68 Standard Gas.68EF ----------------- Storage gas ---- 1 ------ 0.68 ------ 40 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------------------------------------------ Gas.68 -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) Gas.68EF 76% -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None BUTTE COUNTY BUILDING DEK.R.TP E"T APP VE COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Dill 3011 Run: 550 12 -Sep -02 SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. DUNE CO's BUILDING DEPRem APP R 0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as .minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: * §150(a): Minimum R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R -Value. • § 150(c): Minimum R- 13 wall insulation in wood framed walls or equivalent U -Factor in metal frame walls does not apply to exterior mass walls). * § 150(d): Minimum R-13 raised floor insulation in framed floors. § 150(l) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0perm/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls I: Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(0: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. \ _ J� Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. § 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. BLME COUNT t%NollAAI _. MR!� ���' January 4, 2001 hl �/+I11r1 P A " IM WENT s MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) * § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, k manually operated dampers. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr Lighting Measures: § 150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § I50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in ' 150(k)2.; and recessed ceiling fixtures are IC insulation cover approved. BUTTE COUNTY BUILDING DEPA.F`,.'7�' T APPK.:x'r.:-) January 4, 2001 September 16, 2002 Kevin Gayer 35 Manville Ave. Pittsburg, CA 94565 Department of Develof nent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 028-430-004 Building Permit Number: 02-1620 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NONSTRUCTURAL COMMENTS: ;yI calculate 537.3 square feet of window and 40 square feet of skylight. The energy calculations \say 520 glass and 24 skylight. Please coordinate. STRUCTURAL COMMENTS: f ` Provide adequate support for the A2 truss reactions. Provide a footing under the bearing wall between the garage and bedroom 3 which supports the A2 trusses. Provide beam, columns and footings to support the A2 trusses over the laundry room. Provide verification from the truss manufacturer that the B2 truss is adequate to transfer the required 1.87 kip drag force. Provide a truss to accommodate the mechanical load of the furnace. The plans indicate that dormers are to be installed. Please show the dormers on the truss layout and provide dormer trusses. Verify that the A3 truss is adequate to support the dormer loads. X Provide calculations for the garage door header. The 4x14 indicated on the plans appears to be over spanned. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner Cc: Michael Mooney, P.E. 6aPhilo Hunt, P.E. Plan Check Engineer 1 of 1 .0-w er. vaA jL Building Permit Number: Plans Exa,niner': j_1/zcda 5' 'P 0-n A. P. Number: 19 GE-NERkL: F--Zbning requirements – (number of permitted living units). Plans signed by the designer. -!—Proper description of work on the application. �E:�isting violations on the property. –3—Recorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special condidens on Parcel Map: Noise 0 SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and DraWW fess ❑ Federal Aid Route andlor Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) .``FLOOR PLA`: jPlans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ' l0°'° of natural light and 5% of ventilation (Uniform Building Code section 1203). x��Escapee a or rescue windows shall have a minimum net clear openablrea of 5.7 square feet The miMmmu net clear openable height dimension shall be 24". The minimum net clear operable width dimension shell be 20". When «indo« s are provided as a means of escape or rescue, they shall have a finished sill height not mote than 44" above the flcor (Uniform Building Code section 310.4). Sk}-lights (Uniform Building Code section 2409 & 2603.7). �. ' lazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not less than 7 goer ensured to the lowest projection from the ceiling (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not lead= 7 feet in v dimension (uniform Building Code section 310.6.2 & 310.6.3). G CI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters a hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom clothes closets or in a closet or other confined space opening ho abash droom (Uniform Plumbing Code section 509.0). burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedt+oom. of is a oom. compartment or alcove opening directly into any of these (Uniform Mechanical Coda sxtZon30't.3). -Ae Fuel Gara,e firewall separation - required on garage side including supporting walls and posts (Uniib�Btdliag Code section 302.4 exception .03). oder no circumstances shall a private garage have any opening into a room used for sleeping purposes • (L iforn Building Code section 312.:). «' d stove loczcion -Alcove – UlvtC section 205 confined space & 223 unconfined space sit 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ° RESIDENTIAL PLAN C o ,: �";%s,,-: ° REVIEW GUE ID o -- `-o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY .0-w er. vaA jL Building Permit Number: Plans Exa,niner': j_1/zcda 5' 'P 0-n A. P. Number: 19 GE-NERkL: F--Zbning requirements – (number of permitted living units). Plans signed by the designer. -!—Proper description of work on the application. �E:�isting violations on the property. –3—Recorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special condidens on Parcel Map: Noise 0 SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and DraWW fess ❑ Federal Aid Route andlor Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) .``FLOOR PLA`: jPlans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ' l0°'° of natural light and 5% of ventilation (Uniform Building Code section 1203). x��Escapee a or rescue windows shall have a minimum net clear openablrea of 5.7 square feet The miMmmu net clear openable height dimension shall be 24". The minimum net clear operable width dimension shell be 20". When «indo« s are provided as a means of escape or rescue, they shall have a finished sill height not mote than 44" above the flcor (Uniform Building Code section 310.4). Sk}-lights (Uniform Building Code section 2409 & 2603.7). �. ' lazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not less than 7 goer ensured to the lowest projection from the ceiling (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not lead= 7 feet in v dimension (uniform Building Code section 310.6.2 & 310.6.3). G CI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters a hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom clothes closets or in a closet or other confined space opening ho abash droom (Uniform Plumbing Code section 509.0). burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedt+oom. of is a oom. compartment or alcove opening directly into any of these (Uniform Mechanical Coda sxtZon30't.3). -Ae Fuel Gara,e firewall separation - required on garage side including supporting walls and posts (Uniib�Btdliag Code section 302.4 exception .03). oder no circumstances shall a private garage have any opening into a room used for sleeping purposes • (L iforn Building Code section 312.:). «' d stove loczcion -Alcove – UlvtC section 205 confined space & 223 unconfined space sit 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 '"ater closet clearances (Uniform Plumbing Code 408.5). ,-� tr compartment minimum n 8 1024 sq. i 30" circle (Uniform Plumbing Code 412.7). �-ging vralls shall be supported on masonry or concrete foundations that shall be of sufficient sit to support all loads (Uniform Building Code section 1806.3). UC'I'[TRAL DETAILS: raced mall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels mustbe in line or offset from each other by not more than 4 feet NBC senot section 2320.11.3). Spacing shall exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1.) Braid wall Aes must be continuous throughout the structure. California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not oomph With the Uniform Building Code. This must include the designees' wcC stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. ,-3' Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 18-I-C�. ',,V Foundation plans complete enough to construct building Floor construction details complete enough to construct building. .r: nevations and wall construction details complete enough to construct building f construction details complete enough to construct building. Ftreplaa construction details and calculations if necessary. ge door header size(s). orcb header size(s). JA -'Typical header size(s). -.Y2#"St ud heights. 3. 'gh expansive soil - special foundation design required. Retaining Walls requiring design. wallboard nailing inspection required. tired With a total the area below the lowest floor is fully enclosed. than a minimum of two openings are req net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design Will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction 'gn requirements must be shown on the building plans. ecxric, heating, ventilation, plumbing and air conditioning equipment and other sen�ice facilities shall be designed and/or located so as to prevent.w-ater from entering or accumulating With the component during conditions of flooding. MLSCELLANTOUS ITEMS: Staimay details — landings, rise and rum head clearance. handrails (Uniform Building Code section 1003). s (Uniform Building Code section 509). ri or stone veneer (Uniform Building Code section 1403). 'or plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section lode section n 1004.2.3.2). ro exits on three — story dwellings (Uniform Building Code sectido nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). flit access and ventilation (Uniform Building Code section 1505). ound requirements. erg• design compliance and supporting documentation. responsible area requirements. LTILDING PERMIT REQUMEMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprin1Jers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pace -- ;-,f I 446�.� Vt 432 �j --WY7 -3,u� V-9 1A 0110 Cd u. -k►. - Sao ,,� �. Gj� RC2 G -� A� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-213'1 GENERAL TIMBER BEAM DESIGN r Point Load: DL = 460.0 # LL = 432.0 # at 1.50 ft Point Load: DL = 460.0-# LL = 432,0 # at 3.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 5.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 7.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 9.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 11.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 13.50 ft Point Load: DL = 460.0 # LL =432.0 # at 15.50 ft SUMMARY Date: 09/18/02 Page: SPAN DATA BEAM DATA Timber Section Center Span = 16.00 ft End Fixity Beam Width = 3.125 in Blastic Modulus = Beam Depth = 12.00 in Beam Density = Lamination Thickness = 1.50 in Load Duration Factor = Fb - Bending = 2400 psi Beam Wt. is Added to Loads Fv - Shear = 190 psi End Shear Calc'd at Support Fc - Bearing = 650 psi APPLIED LOADS Point Load: DL = 460.0 # LL = 432.0 # at 1.50 ft Point Load: DL = 460.0-# LL = 432,0 # at 3.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 5.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 7.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 9.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 11.50 ft Point Load: DL = 460.0 # LL = 432.0 # at 13.50 ft Point Load: DL = 460.0 # LL =432.0 # at 15.50 ft SUMMARY Date: 09/18/02 Page: USING 3.125 x 12.000 Beam, Bending = 18.22%, Shear = 65.06 Max. Pos Mom @ 7.49 ft = 14.67 k -ft Shear: Max. @ Left = 3.42 k Reactions... DL Maximum Max. Neg Mom @ 16.00 ft = 0.00 k -ft ....used for dsgn = 5.13 k Left = 1.80 k 3.42 k Max @ Left = 0.00 k -ft ....Area Re9'd = 21.59 int Right = 2.03 k 3.86 k Max @ Right = 0.00 k -ft Max, @ Right = 3.86 k Max. Allow Moment = 18,75 k -ft ....used for dsgn = 5.80 k Deflections... fb : Max. Actual = 2346.6 psi ..,.Area Req'd = 24.40 int Center = -0.44 in -0,83 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 154.56 psi ....Dist = 8.00 ft 8.000 ft Fv : Allowable = 237.5 psi , ..L/Defl = 440 231 Ck= .81118/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2►".5 = 7.92 Bearing Req'd @ Left = 1.68 in ,,.L/Dell = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.90 in Right = 0.00 in 0.000 in .L/Defl = 0 0 14.67 t1mex - 14.67(1-k (b 7.49 ft 0.00 Hmin - -0.00 It -k O 76.00 ft , 3.42 Vmex - 3.42 kips P 0.00 ft Vmfn - -3.86 kips • 16.00 fl V Dmax - 0.00 In O 0.00 it -3.86 Dmin - -0.83 In 0 8.00 ft 0.00 -0.83 ft f 1 I 1 0.0 2.6 5.3 8.0 10.7 13.4 16.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 SPAN DATA Pin:Pin Center Span = 16.00 ft 1800000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever = 0.00 ft . 1.25 UNBRACED LENGTHS Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0,00 ft USING 3.125 x 12.000 Beam, Bending = 18.22%, Shear = 65.06 Max. Pos Mom @ 7.49 ft = 14.67 k -ft Shear: Max. @ Left = 3.42 k Reactions... DL Maximum Max. Neg Mom @ 16.00 ft = 0.00 k -ft ....used for dsgn = 5.13 k Left = 1.80 k 3.42 k Max @ Left = 0.00 k -ft ....Area Re9'd = 21.59 int Right = 2.03 k 3.86 k Max @ Right = 0.00 k -ft Max, @ Right = 3.86 k Max. Allow Moment = 18,75 k -ft ....used for dsgn = 5.80 k Deflections... fb : Max. Actual = 2346.6 psi ..,.Area Req'd = 24.40 int Center = -0.44 in -0,83 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 154.56 psi ....Dist = 8.00 ft 8.000 ft Fv : Allowable = 237.5 psi , ..L/Defl = 440 231 Ck= .81118/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2►".5 = 7.92 Bearing Req'd @ Left = 1.68 in ,,.L/Dell = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.90 in Right = 0.00 in 0.000 in .L/Defl = 0 0 14.67 t1mex - 14.67(1-k (b 7.49 ft 0.00 Hmin - -0.00 It -k O 76.00 ft , 3.42 Vmex - 3.42 kips P 0.00 ft Vmfn - -3.86 kips • 16.00 fl V Dmax - 0.00 In O 0.00 it -3.86 Dmin - -0.83 In 0 8.00 ft 0.00 -0.83 ft f 1 I 1 0.0 2.6 5.3 8.0 10.7 13.4 16.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 M A MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte June 17, 2002 Development Services Department Building Division 7 County Center Drive Oroville, CA 95966 , Re: Gayler/Gene Dill Construction APN 28-43-004 I have reviewed the revised trusses and find them to be adequate. Thank you for your consideration. c r_ MICHAEL MOONEY 5A MADRONE AVE.. CIVIL ENGINEER OROVILLE CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-04-111 June 17; 2002 Client Name Gayler/Gene Dill Const. APN APN 28-43-004 Analysis 1997 UBC Dead Loads Live Loads Roof Comp roof 6 psf %2" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 '/2" Gyp. Bd. '2.5 15 psf. Wall Siding 3.0 Plywood 1.3 Framing 1.5 '/z" Gyp bd 2.5 Insulat. 1.0 10 psf. Floor Conc..Slab 50 40 psf Wind Loads . P=C, CggIwhere Exposure B Ce = 0.62 @ 15 feed Cg = 0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5 -Cal W/1.4R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 ©Z _ G 2� Lateral Bearing = 250 psf / ft. BUTTE COUNTY BUILDIN DEPARTM, A PPR �/f-Av- ,n, V. ��r Longfellow Li 89 Toren Avenue Chico CA 95928 Telephone: (530) 893-0112 Fax: (530) 893-0140_— .. 1 L —TERAL %) ��� 11►�2 �� c� �- ��� r'y 21.E - C I' fi ALA w _ 45! inn �. /�M-�2 D .00=IO lU�u, 2 G, 191 b ,[31 �-i C 2LtIL 6-v-. W. v VL5TA -S'S TP t�.c ��, zr LA �UCOSI l� 4- to r - 'Af' CV I ` --'--' '- --- --'---- --'----- -- - - -- i --\-��� ---'- -- ----'---------------'----------`------- `-`-- �� ------- '' ---------' ` -` ` -- - - - ----- ' ' '-`--^- - '--~--/-"--�----�- l -------'---'---� ---'---- �' '-- ----- — - ' - '-------- '--- - ��� ------[x�~------- - ---- ---- u�--- - - � - - - p' ---- '-- - ----'----/�-�---------=--~--- 'c'-----»-'-- '---'------------------ � - C3) f LA CE C3) dleal1.Im oG .�. tic ui 01%-ZCCV- S L61 Ll kE: . D,( 2_ k o g. z- .������ 5/� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05. 5A MADRONE AVE. OROVILLE, CA 95966 530-533-2131/FX 534-0902 Job Number 102-04-111 June 17, 2002 Client Name Gayler/Gene Dill Const. APN APN 28-43-004 Analysis 1997 UBC Dead Loads Live Loads Roof Comp roof 6 psf ''/z" plywood 1.5 16 psf Trusses 4.0 Insulat. 1.0 %2" Gyp. Bd. 2.5 15 psf. Wall Siding 3.0 Plywood 1.3 Framing 1.5 ''/2" Gyp bd 2.5 I nsulat. 1.0 10 psf Floor Conc. Slab 50 40 psf Wind Loads P = Ce Cq q I where Exposure B Ce = 0:62 a 15 feet Cq =0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76,@ 30 feet 0.5 out leeward wall Seismic Loads V=2.5CaIW/1.4R �p SIpN Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 2 1500 pounds per square foot Friction = 0.35 cr_ Lateral Bearing = 250 psf / ft. . - OF C A - . Z1( Longfellow Lumber Co., Inc. 89 Loren Avenue Name: Dill, Gene ' Chico CA 95928 Address: l Telephone: (530) 893-0112 Fax: (5301893-0140 , F GAYER -- - Job: - ------------ __...�_ gaye0523 rawn By: GDA Telephone_ — _ Scale: Not to scale __— _— l Date: 5/23/02D y� 199'7 - A-47 mass 1_�oz 16 ^ STI oL +8zS7(-(- PAr o.C6 ZA32 -z-_j -z— 22 + ZI- ZaPoF a _KY, wAaud i4C3 -a- - -x;08 Z — -- faz) - - MICHAEL MOONEY CIVIL ENGINEER. RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 a Date: 06/17/02 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 13.17 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft' Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LBNGTES Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calc'd at Support Le ; Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 817'.0 # LL = 825.0 # at 0.58 ft Point Load: DL = 877.0 # LL = 825.0 # at 2.58 ft Point Load: DL = 877.0 # LL = 825.0 # at 4.58 ft Point Load: DL = 877.0 # LL = 825.0 # at 6.58 ft Point Load: DL = 811.0 # LL = 825.0 # at 8.58 ft Point Load: DL = 877.0 # LL = 825.0 # at 10.58 ft Point Load: DL = 877.0 # LL = 825.0 # at 12.58 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = '62.19%; Shear = 62.23% Max. Pos Mom @ 6.58 ft = 19.12 k-ft Shear: Max. @ Left = 6.06 k Reactions... DL Maximum Max. Neg Mom .9 0.00 ft 0.00 k-ft . ....used for dsgn = 9.09 k Left 3.17 k 6.06 k Max @Left = 0.00 k-ft ....Area Reg'd = 38.27 int Right = 3.17 k 6.05 k Max @ Right = 0.00 k-ft Max. @ Right = 6.05 k Max. Allow Moment = 30.75 k-ft ....used for dsgn = 9.08 k Deflections... fb : Max. Actual = 1865.6 psi ....Area Reqg'd = 38.22 int Center = -0.23 in -0.44 in. Fb : Allowable 3000.0 psi fv : Max..ActuaI = 147.80 psi ....Dist = 6.58 ft 6.585 ft Fv ; Allowable = 237.5 psi ...L/Defl = 681 357 Ck = .811(E/Fb)".5 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2►".5 = 4.83 Bearing Req'd @ Left = 1.82 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.82 in Right 0.00 in 0.000 in ...L/Defl = 0 0 19.12 - Mrn - 19.12ft-k P 6.58 ft Hmtn = 0.00 Tt-k • 0.001t 0.00 . 6.06 Vmex - 6.06 kip. e 0.00 ft Vmin - -6.05 kip* v 13.17 It - .Durex = 0.00 In a 0.00 ft -6.05 Dmin --0.441n • 6.58 ft 0.00 -0.44 ft 0.0 2.2 4.4 6.6 8.8 11.0 13.2 V4.4C1 (c) 1983-96 ENBRCALC MIML MOONEY, RW -0601576 d MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA, 95966 1. 530-533-2131 Date: 06/17/02 Page: 54, GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 13.17 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calcld at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft Point Load: DL = 836.0 # LL = 786.0 # at 0.08 ft APPLIED LOADS Point Load: DL = 836.0 # LL = 786.0 # at 2.08 ft Point Load: DL = 836.0 # LL = 786.0 # at 4.08 ft Point Load: DL = 836.0 # LL = 786.0 # at 6.08 ft Point Load: DL = 836.0 # LL = 786.0 # at 8.08 ft Point Load: DL = 836.0 # LL = 786.0 # at 10.08 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 55.90%, Shear = 62.40% Max. Pas Mom @ 6.11 ft = 11.19 k -ft Shear: Max. @ Left = 6.08 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft = 0.00 k -ft ....used for dsgn = . 9.11 k Left = 3.18 k 6.08 k Max @ Left = 0.00 k -ft ....Area Redd = 38.38 int Right 2,03 k 3.85 k Max @'Right = 0.00 k -ft Max. @ Right = 3.85 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 5.78 k Deflections... fb : Max. Actual = 1677.0 psi ....Area RegId = 24.33 int Center = -0.21 in -0.40 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 148.21 psi ....Dist = 6.53 ft 6.532 ft Fv : Allowable = 237.5 psi ...L/Defl = 762 400 Ck= .811(E/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2)".5 = 4.83 Bearing Reqld @ Left = 1.82 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 ' = 1.00 Bearing Reqld @ Right = 1.16 in Right = 0.00 in 0.000 in . , .L/Defl = 0 0 17.19 flmex - 17.19ft-k V 6.11 It Flmin . 0.00 !t -k o 0.00 It 0.00 6.00 Ymez - 6.08 kip. V 0.00 It Yml.. -3.8S kips P 13.17 It Y -3.85 Dmaz - 0.00 1n a 0.00 fl 1 .is - -0.401.0 6.53 ft 0.00 -0.40 ft L 1 1 1 1 +1'.60-1-11 1 f 1 0.0 2.2 4.4 6.6 8.8 1 .0 -IS.2 s V4.4C1 (c) 1983-96 R ERCALC MICHAEL MOONEY, KW -0601576 •- - . - _ i�2 _ _�e, cry - _-_:-_ - � ���J-=: _ :-b��_:_ �s�i ___ _`-_--:-_ : _---_ ___ -_-.__ ---__ . -- -, _._ -: • :_�� z � �2.�-: w� � is _ Cn--- �:l _ :�� s--�,� . - - - — -:_ :: -: : bC t CO X c� - - - ---- - -- - - - - - - - ---- ----- -1 "-?c- --�� 77 -- - - - - -- --- - - - ---- - FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE' Im c ttak: Read the instructions,on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number -, kaurl BUILDING STREET ADDRESS'(Including Apt Unit, uite, and/or Bldg. No:) OR'P:O.'ROUTE AND BOX, NO.' ! ' . Company. NAIL. Number CITY ' , > STATE > .ZIP CODE: Oroville CA 959(aG PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Bute Goun A Pt4 2 8- 43- 004 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) LATITUDE/LONGITUDE y y(OyPyTyI�OyN ( ##° - ##' - ##.##" or ##.###*#0) MUKILUN I AL UA I UM: SOURCE: I_J GPS (Type): L_J NAD 1927 1_1 NAD 1983 L_I USGS Quad Map I_I Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER St.. is Coon+ O G OD 1 B2. COUNTY NAME $,4ttt' 11m) B3. STATE CA ❑ b) Top of next higher floor Al 14_ ft.(m) B4. MAP AND PANEL NUMBER 06001.1: 1016 B5. SUFFIX G B6. FIRM INDEX DATE Lin281993 B7. FIRM PANEL EFFECTIVE/REVISED DATE ,J' »e 998 B8. FLOOD ZONE(S) of01 B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 300' B10. Indicate the source of the Base Flood Elevation (BFE) data or.base flood depth entered in 89. I# IJ FIS Profile IJ FIRM LJ Community Determined I_ V Other (Describe): Otl reverse B11. Indicate the elevation datum used for the BFE in 139: 1_1 NGVD 1929 IJ NAVD 1988 IJ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_l Yes IJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_]Construction Drawings' JXBuilding Under Construction' IJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? IJ Yes 1_1 No ❑ a) Top of bottom floor (Including basement or enclosure) 340 tl 11m) ❑ b) Top of next higher floor Al 14_ ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) a 1 _ ft.(m) ❑ d) Attached garage (top of slab)(g�. _ ft.(m) B 0 O e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area.) Nfi _ . _ ft.(m) E O f) Lowest adjacent (finished) grade (LAG) -339. 5 ft.(m) z' ❑ g) Highest adjacent (finished) grade (HAG) _ 3� `l,� _ ft.(m) 0 N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 4 1 J ❑ i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Robert G- Brooks Iz. C. E- 15, 140 TITLE rnrnanNY NAUP ADDRESS CITY STATE 211 CODE 5 Mctdrone I hKe 0 Ville r'A 95.96 SIGNATURE AT TELEPHONE �• 1i 9 0 530 33-2 or 53'Z-/:5(. FEMA Form 81-31, JUL 00 SEE REVERSE SI E FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use.: .n:;. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg No.) OR P.O. ROUTE AND BOX NO. Policy Number u e ounl' P 28- 3-00ione rive CITY STA E ZIP CODE Company NAIC Number O rovt I �e -- CA 95.9fo(o SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Eleyct+ons are. based on c,on+ours from +he- Bcar!aor Quadrangle- Hi 120 -tum 1s N C-4\JD form erfu "Neotn Sect leagel' 1_I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _,L_ (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_I_I ft.(m) I_I—Iin.(cm) 1-1 above or I_J below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1_1_1 ft.(m) 1-1_lin.(cm) above the highest adjacent grade. Complete Items C3.h and C3J on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or ZOP6 ' G3. 1_1 jThe f+wing information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER,' G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY _T ISSUED G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement -G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 KEVIN AND SHARON GAYNER 32 MANVILLE AVE, PITTSBURG, CA. 94565 RE: AG EXEMPT PERMIT DATE: fi_26�11 COPY_ —_ A.P. # 028-430-004 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation._ Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan. and business license approval from City of Biggs/Gridley. Planning approval for , Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement.-' Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature. authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of S0% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: SEE ATTACHED Should you,have any questions concerning the above, please contact SCOTT RUTHERFORD of this office. very t , is el C. Vieira, C.B.O. MCV:ahb Man ger, uilding Inspection Ono A portion of your property is within F.E.M.A. flood hazard zone A. Please have a licensed civil engineer establish the limits of the flood hazard zone on your property, and provide a detailed, dimensioned, plot plan drawn to scale showing the location of your proposed ag. exempt building out of the flood hazard zone. If the structure is to be constructed in the flood hazard zone, an ag. exempt permit is not allowed, and complete plans and permits are required. t EtiViB'0171",on�g';iE i JUN 1 2002 7 County Center Orive Oroville, Ca BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541/ AGRICULTURAL BUILDING EXEMPTION PERMIT MIT NO. ®ril�ittral building is defined as follows: Agricultural building is a structured ned and constructed to house farm 9 implements, hay, grain, poultry, livestock, or other horticultural products. T 's structure shall not be a place of human habitation or a place of employment where agricultural products are pr essed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 8 ^ q3 OWNERPHONE NO. �VAJ OWNER'S ADDRESS 3�. Mnmvil le 4 vc.amauiec., LOCATION OF BUILDING X -ay -q USE OF BUILDING i SIZE OF STRUCTURE 3 'X 21 -0'= I ® SQ. FT. TYPE OF CONSTRUCTION: f� WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING 1490 ® ROOF COVERING FLOOR TYPE G� � L ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: e r� FRONT S� '� 20 (�— aC) t SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields `7,cj1ll .ate AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effegt at that time and before occupancy. J A �) Date 46— / &— o' Permit Fee - $60.00 Receipt No.�-��S/l G Signature of Owner The above described AG Building is e o 'Iding per it. FLOOD K NkFTCRIED f RQOFJNG IASS Manager Building Division ---- 1-7`f By White — DPW, Yellow — Assessor, Pink — B: I., Goldenrod — Applicant AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-0058573 Recorded Official Records CoBUTTEOf CANDACE JTT GRUBBS Recorder ROSEMARY DICKSON Assistant 12:51PM 31 -Oct -2002 REC FEE 7.00 COPIES 2.00 Cheryl Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building 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 —0 vL PRO TY OWNERS: State cf Califvrriia ) County of &,J77e19 ws"i ) On % before me, personally appeared J/fAl�dtt/'�C . C�/}efL 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 Inst ment. WITNESS myAaV. and offic' e Signature Seal: CYNTHIA GR.EELY (� COMM. # 1290202 NOTARY PUBUC-CAUPORMA� A.P. # O 28 -A/ 3()- � [��� � CONTRA COSTA COUNT`( � � oa COMM. DCP. ]AN. 29, 2005 � Liz jiiiI21,1i Ilu"��r m:I jarj POOLS COMP©SITE POOL'CORPORATION General tl nsist of one piece fiberglass construction shop formed 2 O CL >Y CL m LU J m 0 w� � r b . SERIES b_ 0 a Ca N J zo r` Q 2 a __J MELBOURNE O � a U m Z� V21, Q zo T-0" :. m cc fl. � Qo Uo CL SYDNEY CL �¢ m0 _0 N� Qa (50 " 36" 450 CANBERRA ¢06 ¢o 8'-0" 36" p, o ¢Q SUNSHINE COAST N o OCTAGONAL 8'-0"x12'-0" 2 O CL >Y CL m LU J m 0 w� � r b . SERIES b_ 0 a Ca N J zo r` DEPTH __J MELBOURNE O � a U m Z� V21, Q zo T-0" :. m cc fl. � Qo Uo CL SYDNEY O CL c Qa (50 " 36" 450 CANBERRA ¢J W0 ¢o 8'-0" 36" p, o ¢Q SUNSHINE COAST N o OCTAGONAL 8'-0"x12'-0" 36" O (J¢'3 QUEENSLAND OLS SQUARE 6'-0" 36" ¢ r GOLDEN BAY GBS FREEFORM 8'-0"x12'-0" 2 O CL >Y CL m LU J m 0 w� � r b . SERIES b_ 0 a Ca N J zo r` DEPTH __J MELBOURNE O � a U m Z� V21, Q zo T-0" :. m cc fl. � Qo Uo CL SYDNEY SDS Qa (50 T-6" ` 36" 450 CANBERRA CBS ¢o 8'-0" 36" p, o ¢Q SUNSHINE COAST SCS "' OCTAGONAL 8'-0"x12'-0" 36" O (J¢'3 QUEENSLAND OLS SQUARE 6'-0" 36" ¢ r GOLDEN BAY GBS FREEFORM 8'-0"x12'-0" 36" 600 VICTORIA VCS ROUND 2 O CL >Y CL m LU J m 0 w� � r b . SERIES 77�- SHAPE 0 a Ca N J zo r` DEPTH __J MELBOURNE O � a U m Z� V21, Q zo T-0" :. m cc fl. � Qo Uo CL SYDNEY SDS Qa (50 T-6" ` 36" 2 O CL >Y CL m LU J m 0 w� � r b . SERIES 77�- SHAPE 0 a Ca N J zo r` DEPTH __J MELBOURNE Fr= Z� V21, Q zo T-0" :. m 0 00 n SYDNEY SDS Qa (50 2 O CL >Y CL m LU J m 0 w� � r b . 2 o U o LU ao` � N SERIES 77�- SHAPE WIDTH OR DIAMETER DEPTH z x J 2 a MELBOURNE MBS `: Z� V21, Q zo T-0" :. m 0 00 n 2 o U o LU ao` � N TABLE 1 - The swimming pools an spas co " DEPTH over a moldThe material is fiberglass reinforced plastic FRP), a'minimum of 1/4 inch (6.4 FIG. ; mm) thick, composed of isophtalic resin, vinyl ester resin, fiberglass and ceramic. The surface MODEL MODEL DEEP SHALLOW CAPACITY RTE DECK ; finish is a neo pentyl glycol gel coat. Composite Pool Corporation (CPC) produces various styles NAME NO. LENGTH WIDTH END END IN GAL. TYPICAL CONC E „ of swimming pools and spas. When installed in accordance to CPC installation procedures, the rx, 6"x6 - W1.4 x W1,4 pools and spas comply with applicable requirements of the following codes: ATHENS AT 40 0' 16'-0" 8'-0" 3-6" 21,000 WIRE MESH OR . 2003 International Building Cotle@ (IBC) 3 MIN. REBAR N0, 3, ON 2' O.G CAPRI CR 40 0 16'_011 8' 0" 3' 6" 19,000 EACH WAY. 3 Uniform Building Code (UBC) 200 g sLOPED 1/4"=1' FOR CLAY (ADOBE) BOCA® National Building Code/2003 (BNBC) APOLLO AP 38 0 16' 0" . 5'-8" 3-6" 17,500 solL ONLY. .,''2003 International Plumbing Code®(PC) " SR 39'--0".„.'" 16'-0" 6'-0" T-6" 15,000 ' -x-x-° _ • 2003 IAPMO Uniform Plumbing Code ((PC)' SIERRA. » ° 14 500 t2" ; . ° I I- 10"2003 ANSI/NSP f-5 Residential Ingrountl Swimming Pools . NANTUCKET NT 35'-O"_ 16 0 5 11 3 6 _ _ rrT _ I„ :. 1999 ANSI/NSPI-3 Spa J� GREENBRIER GB 34'-0" '-,15'- 6 -6 3 6 14,300 33' 0" 14' 0" 5' 5" 3' 6" 11,700 " ° _ FOR CLAY 2004 Florida Building Code VENUS V (ADOBE) 2001 California Building Cade YDNEY 5D5 LARGO KL 3?' 0 14'-0" 6'-0' 3' -6", T1,300 ' . I solL ONLY. 2001 California Plumbing Code 5 - KEY = 3" THICK COMPACTED 450 GAL. approx. SHENANDOAH SH 35 0-14'-0" 5' 6 . ,3 6 `1Q500 SAND (TYPICAL) • 2001 California Mechanical Code ST. ACJGUSTINE ST 27' 10 14'-0" - 5'-10 3' 6" 9,800 4" MIN. THICK COMPACTED 2001 California Electrical Code I 1 GRAVEL FOR CLAY 2001 California Fire Code CAPE MAY CM 14 0 w 12'-0" ;: 5'-0 3 6 6,000 (ADOBE) solL ONLY. SAND • 2001 California Gilding Standards Administrative Code MARCO ' MC 23'-8" ;. 12'-0" 5'-6 : 3 6 6,000 6« FIBERGLASS 2005 California Energy Code " 1'0'-0" 5' 0' 3 6" " 3,750 Pool SHELL 2004 California Electrical Code LAREDO LID 20 0 i 10° The overall pool dimensions, depths and capacities are shown in Table 1. The units comply ASHBURY B 26 -5" 11'-10" ` 4'-6 _4 6 8,100 with ANSI/NSPI-5, specified in Section AG103.1 of the IRC, and IAMPO IGC 2000', specified in 6 CAPE COD CA 31 0" 14'-0" ' '-0 T-6" 12,000 the UPC. 1/2 inches (49.5mm) FIG, 2 Models described in Table 2 can be placed up to 19 ,above ground. LEXINGTON LN 36-0 . 16-0 7 0 3-6 18,000 ' TYPICAL CANTILEVER CONCRETE DECK These pools and spas may be placed with or without' concreteor'wood decking. Unless -11 KAIKInTnIO .nn OF _r . 0,5001relevated portions of the units are protected from sunlight by soil berms; decking, etc., these por 30 0" A,_n,, 6'4`111" 3'-6" 12500 IRE MESH -- - - ' ' 1 k f om 1 with the code COLONIAL CL 3 MIN. 40 -0" 16'-0" -< ', T -g' • 3'-6" ` , 18,000 REBAR N0. 3, ON 2' o.c. All plumbing must comply with the IPC or UPC. Electrics wor mus c p y CONCORD CO „ " ` EACH WAY• in effect at the construction site. The pool and spa mustremain full of water at all times. A per 3 '- " " '- " ` 8'-0" 3' 6" .', 21;000 SLOPED 1 /4"=r FOR CLAY (ADOBE) manentsign, bearing the following statement, must be attached to the pumping equipment: O L ONLY. _11, 40 0 16 so ATI'shell ENS II.The o0 ATHII times f water at a 1 -7JAVA` JV 26 9 12' 5'-5",3 6' 6,800 ° ° -X X� Notice -The pool or spa is designed to remain full o p 11= 6" 10" may be damaged if the water level is allowed to drop below the skimmer. When appreciable 12" , ° _ _ draw -down is noticed or if it becomes necessary to drain the pool or spa, contact CPC or its QUEEN5LAND - QL5 =III=111-11 -� dealers for instructions. r' 295 GAL. approx. -I A permanent label must be installed adjacent to the above sign indicating the CPC dealer's tj I- I FOR CLAY name, address and telephone number. SPAS pp �+ (ADOBE) TABLE 2 SPAS & WADING POOLS I 3" THICK COMPACTED SOIL ONLY, Installation Procedure: T MELBOURNE - M55 420 GAL. approx. MODEL` NAME ' SERIES 77�- SHAPE WIDTH OR DIAMETER DEPTH CAPACITY IN GALLONS MELBOURNE MBS `: X w2 T-0" :. 36" z a SYDNEY SDS Qa (50 T-6" ` 36" 450 CANBERRA CBS ¢o 8'-0" 36" 450 SUNSHINE COAST SCS "' OCTAGONAL 8'-0"x12'-0" 36" 700 QUEENSLAND TABLE 1 - The swimming pools an spas co " DEPTH over a moldThe material is fiberglass reinforced plastic FRP), a'minimum of 1/4 inch (6.4 FIG. ; mm) thick, composed of isophtalic resin, vinyl ester resin, fiberglass and ceramic. The surface MODEL MODEL DEEP SHALLOW CAPACITY RTE DECK ; finish is a neo pentyl glycol gel coat. Composite Pool Corporation (CPC) produces various styles NAME NO. LENGTH WIDTH END END IN GAL. TYPICAL CONC E „ of swimming pools and spas. When installed in accordance to CPC installation procedures, the rx, 6"x6 - W1.4 x W1,4 pools and spas comply with applicable requirements of the following codes: ATHENS AT 40 0' 16'-0" 8'-0" 3-6" 21,000 WIRE MESH OR . 2003 International Building Cotle@ (IBC) 3 MIN. REBAR N0, 3, ON 2' O.G CAPRI CR 40 0 16'_011 8' 0" 3' 6" 19,000 EACH WAY. 3 Uniform Building Code (UBC) 200 g sLOPED 1/4"=1' FOR CLAY (ADOBE) BOCA® National Building Code/2003 (BNBC) APOLLO AP 38 0 16' 0" . 5'-8" 3-6" 17,500 solL ONLY. .,''2003 International Plumbing Code®(PC) " SR 39'--0".„.'" 16'-0" 6'-0" T-6" 15,000 ' -x-x-° _ • 2003 IAPMO Uniform Plumbing Code ((PC)' SIERRA. » ° 14 500 t2" ; . ° I I- 10"2003 ANSI/NSP f-5 Residential Ingrountl Swimming Pools . NANTUCKET NT 35'-O"_ 16 0 5 11 3 6 _ _ rrT _ I„ :. 1999 ANSI/NSPI-3 Spa J� GREENBRIER GB 34'-0" '-,15'- 6 -6 3 6 14,300 33' 0" 14' 0" 5' 5" 3' 6" 11,700 " ° _ FOR CLAY 2004 Florida Building Code VENUS V (ADOBE) 2001 California Building Cade YDNEY 5D5 LARGO KL 3?' 0 14'-0" 6'-0' 3' -6", T1,300 ' . I solL ONLY. 2001 California Plumbing Code 5 - KEY = 3" THICK COMPACTED 450 GAL. approx. SHENANDOAH SH 35 0-14'-0" 5' 6 . ,3 6 `1Q500 SAND (TYPICAL) • 2001 California Mechanical Code ST. ACJGUSTINE ST 27' 10 14'-0" - 5'-10 3' 6" 9,800 4" MIN. THICK COMPACTED 2001 California Electrical Code I 1 GRAVEL FOR CLAY 2001 California Fire Code CAPE MAY CM 14 0 w 12'-0" ;: 5'-0 3 6 6,000 (ADOBE) solL ONLY. SAND • 2001 California Gilding Standards Administrative Code MARCO ' MC 23'-8" ;. 12'-0" 5'-6 : 3 6 6,000 6« FIBERGLASS 2005 California Energy Code " 1'0'-0" 5' 0' 3 6" " 3,750 Pool SHELL 2004 California Electrical Code LAREDO LID 20 0 i 10° The overall pool dimensions, depths and capacities are shown in Table 1. The units comply ASHBURY B 26 -5" 11'-10" ` 4'-6 _4 6 8,100 with ANSI/NSPI-5, specified in Section AG103.1 of the IRC, and IAMPO IGC 2000', specified in 6 CAPE COD CA 31 0" 14'-0" ' '-0 T-6" 12,000 the UPC. 1/2 inches (49.5mm) FIG, 2 Models described in Table 2 can be placed up to 19 ,above ground. LEXINGTON LN 36-0 . 16-0 7 0 3-6 18,000 ' TYPICAL CANTILEVER CONCRETE DECK These pools and spas may be placed with or without' concreteor'wood decking. Unless -11 KAIKInTnIO .nn OF _r . 0,5001relevated portions of the units are protected from sunlight by soil berms; decking, etc., these por 30 0" A,_n,, 6'4`111" 3'-6" 12500 IRE MESH -- - - ' ' 1 k f om 1 with the code COLONIAL CL 3 MIN. 40 -0" 16'-0" -< ', T -g' • 3'-6" ` , 18,000 REBAR N0. 3, ON 2' o.c. All plumbing must comply with the IPC or UPC. Electrics wor mus c p y CONCORD CO „ " ` EACH WAY• in effect at the construction site. The pool and spa mustremain full of water at all times. A per 3 '- " " '- " ` 8'-0" 3' 6" .', 21;000 SLOPED 1 /4"=r FOR CLAY (ADOBE) manentsign, bearing the following statement, must be attached to the pumping equipment: O L ONLY. _11, 40 0 16 so ATI'shell ENS II.The o0 ATHII times f water at a 1 -7JAVA` JV 26 9 12' 5'-5",3 6' 6,800 ° ° -X X� Notice -The pool or spa is designed to remain full o p 11= 6" 10" may be damaged if the water level is allowed to drop below the skimmer. When appreciable 12" , ° _ _ draw -down is noticed or if it becomes necessary to drain the pool or spa, contact CPC or its QUEEN5LAND - QL5 =III=111-11 -� dealers for instructions. r' 295 GAL. approx. -I A permanent label must be installed adjacent to the above sign indicating the CPC dealer's tj I- I FOR CLAY name, address and telephone number. SPAS pp �+ (ADOBE) TABLE 2 SPAS & WADING POOLS I 3" THICK COMPACTED SOIL ONLY, Installation Procedure: T MELBOURNE - M55 420 GAL. approx. MODEL` NAME ' SERIES 77�- SHAPE WIDTH OR DIAMETER DEPTH CAPACITY IN GALLONS MELBOURNE MBS `: ROUND . " T-0" :. 36" 420 SYDNEY SDS POLYGON T-6" ` 36" 450 CANBERRA CBS OCTAGON 8'-0" 36" 450 SUNSHINE COAST SCS "' OCTAGONAL 8'-0"x12'-0" 36" 700 QUEENSLAND OLS SQUARE 6'-0" 36" 295 GOLDEN BAY GBS FREEFORM 8'-0"x12'-0" 36" 600 VICTORIA VCS ROUND 10' 40" 550 WADING POOL "F" WPF FREEFORM 8'-10' 19" 450 WADING POOL "R" WPR ROUND - 10' 19" 325 WADING POOL "0" WPO OCTAGON 8'-10' 19" 550 WADING POOL "K" WPK KIDNEY 6'-12' 19" 337 SAND (TYPICAL) 4" MIN. `THICK COMPACTED CPC pools and spas may be installed without'a soil investigation by a registered design GRAVEL FOR CLAY professional (RDP), subject to the building official's approval, provided none of the following (ADOBE) SOIL ONLY. SAND conditions are encountered atthe site: 1. The existence of uncontrollable groundwater within the depth of the pool or spa FIBERGLASS excavation. POOL SHELL 2. The existence of an uncompacted fill in contact with any portion of the pool or spa... 10" 3. The existence of expansive or adobe -type soils. 4. The existence of any soil types with an angle of repose that will not support the walls FIG, 3 of the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool or spa location. CONCRETE DECK WITH BRICK OR STONE 6. The existence of any cracks or openings in soil that would not confine sand bedding. The must cease immediately. If any of the conditions above is encountered, excavation mu s"xs" VY1.+ x N1.+ specified conditions at the site must then be reviewed and recommendations made by the RDP. (IRE MESH OR BRICK OR NATURAL a' MIN. REBAR No, � oN z' o,C, The building official must approve the RDP'sreport before work is completed. ,. STONE DECK EACH WAY, The pool or spa excavation profile must coincide with the contours of the pool. The over SLOPED 1/a"=1' FOR CLAY (ADOBE) excavation is minimum 6 (152mm) on the sides and ends. The over excavation at the pool SOIL ONLY, bottom is minimum 4 (102mm). The backfill for the pool or spa bottom is a layer of 3 inch thick _� ` T■ -z- I_" s' I (76mm) bedding sand matching the pool or spa profile. This sand layer is compacted using 1D' t' t lace -sin a crane excavator Ur _ _ m -F a manual tamper and water. The pool or spa is then se m o p g or manually and be within 1 inch (25mm) of level. Simultaneous waterfill and sand backfill I , 11_111_1 I FOR CLAY operations then commence. The sand is compacted with a tamper and water: The installer r this the same throughout (ADOBE) must ensure that the backfill level and water level are approximately TABLE 3 II SOIL ONLY. procedure. I = 3" THICK COMPACTED After completion of the backfill and plumbing, "the decking is placed. Decks are prepared SERIES i SERIES SERIES SERIES I SAND (TYPICAL) 4" VIN, THICK COMPACTED as indicated in Figures 1 though 4: GRAVEL FOR CLAY 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. ST. AUGUSTINE SYDNEY VICTORIA (ADOBE) SOIL ONLY, 2. Cantilevered decks are constructed with brick or stone as noted Figure 2 in all cases. CAPE MAY CANBERRA ASSSAND3. Raised bond beams are constructed as noted in Figure 3 in all cases. FIBERGLASS 4. Aboveground installations are constructed as noted in Figure 4 in all cases. MARCO SUNSHINE COAST POOL SHELL g LAREDO QUEENSLAND 10° Barriers are required where pools are on premises of;UBC 'Group R,"Div iSion 3, Occupancies or IBC Group R Occupancies. The barriers must comply with Appendix Chapter 4, Division 1, of the UBC or Section 3109.4 of the IBC. ,FIG. 4 TYPICAL` 13QN� BEAM CONSTRUCTION BOCAO National Building 0ode/1999 (BNBC): 5 „ CPC pools and spas may be used as public swimming pools or private swimming pools, SUNSHINE COAST - 5C 700 GAL. approx. � MIN- . BRICK, FILLED) BLOCK, in connection with Group R-3 Occupancies only. In addition to other requirements in this report, OR POURED CCONCRETE 8' swimmin ools used under the BNBC must satisfy the following items: L CANBERRA - C65 450 GAL. approx. BACKFILLED DIRT g p 1. Location: Swimming pool and spa walls sfiall maintain distances from property lines required in Section 421.4 of the BNBC. III \ s xs' y�1,a x �y1,a 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning M 2 uM devices,` walkways;` steps and ladders, must be observed. M ARE MESH OR , - 24' � REBAR N0. 3, ON 2' O.C. + EACH WAY. 3. Water Supply: The water supply and drainage must comply with Section 421.6 of the ° FOR CLAY (ADOBE) SOIL ONLY. BNBC. .-.-. T� 4. Barriers: Barriers for private swimming pools must comply with requirements in i2" III. fo" Section 421.10 of the BNBC. _ I 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 of the BNBC. '% _I I •, 1161=1111 II' 3" THICK COMPACTED r q II' SAID (TYPICAL) Identification: II a" I�It* THICK CWPACTED CPC pools and spas are identified by the following information imprinted on the top i E (GRAVELADOBE) FOR CLAY step of the pool or spa: manufacturer's name (CPC, Inc., CPC Southeast, or CPC Northeast) j (ADOBE) SOIL ONLY, i 11= and address, pool or spa model designation, a coded serial number and the evaluation report SAND number (PFC-3608). VICTORIA SPILLPOVER - VC50 VICTORIA - VC5 The units also bear the label of the quality control agency, Columbia Research &Testing 550 GAL. approx. 550 GAL. approx. g" �, FIBERGLASS Corporation (AA -527). POOL SHELL WADING POOL 5PA - WPF 450 GAL. approx. I 1 CONCORD -CO 18,000 GAL. I pprox. J 32 a z� 'U¢ z� 0 2� J O 3r Evidence Submitted: FIG, 5Plans, fabrication and installation data, calculations and a quality control manual. TYPICAL 'ABOVE GROUND INSTALLATION Findings: r That the Fiberglass One-piece Swimming Pools and Spas comply with the 2003 International Building Code® (IBC), the 2003 Uniform Building Code (UBC), the 2003 Standing MA.MuM MOUNDDIRT OPTIONAL Building Code©, The BOCA@ National Building Code/2003 (BNBC), the 2003 International 19 112", AROUND POOL WOOD DECK Plumbing Code®, and the 2003 IAPMO Uniform Plumbing Code, 2003 ANSI/NSPI-5 Residential APPROX. Inground Swimming Pools, 1999 ANSI/NSPI-3 Spa, subject to the following conditions: 1. The construction and pool/spa installation comply with this report and the manufac- turer's instructions. I I I_ 2. Electrical and plumbing installation comply with the respective codes in effect at the =11 III �h construction site. 3. The pools and spas are installed by trained dealers, agents or customers approved by s I CPC, Inc., CPC Southeast, or CPC Northeast. 'I f 4. Clearances from slopes are observed as set forth in Section 1806.5.4 or the UBC, Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. 5. The pools and spas produced by CPC Pools Northeast, Inc. 176 Viking Drive 40119 C Road 54 Industrial Park, Jane Lew, West Virginia; CPC Pools Southeast, Inc., ounty East, Zephyrhills, Florida; and CPC Pools, Inc., 121 Crawford Road, Williams, California, are manufactured under a quality control program with inspections by Columbia Research and Testing Corporation (AA -527). P�UU B TEpOUIIP�M/ O1y l' POVE Owner:A' B P# e0l- it - 6 APN" FILE CO ;� 0922 81295 WV � " No. C 24420 EXP. 12-31-07 CIV1 L gT�OF CA`1�pQ, 2 Qa 7 � �¢ ¢ ')0 M Industrial Park, Jane Lew, West Virginia; CPC Pools Southeast, Inc., ounty East, Zephyrhills, Florida; and CPC Pools, Inc., 121 Crawford Road, Williams, California, are manufactured under a quality control program with inspections by Columbia Research and Testing Corporation (AA -527). P�UU B TEpOUIIP�M/ O1y l' POVE Owner:A' B P# e0l- it - 6 APN" FILE CO ;� 0922 81295 WV � " No. C 24420 EXP. 12-31-07 CIV1 L gT�OF CA`1�pQ, t it �/•2••��•.l'�T COUN % J U N 2 7 220 LSA:i iL((��P ;SERVICES � IILW.{I, I I t, I ik - ,ter ,V 77 ----,-r-- - - -- ---