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040-670-019
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053187 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/22/2005 APN: 040-670-019-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 1824 PASATIEMPO DR DUR License Class : License Number: Map Index: Date: Contractor: Description: INGROUND GUNITE POOL (606) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason'(Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: FENN, SEAN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 248 B ESTATES DR. signed statement that he or she is licensed pursuant to the provisions of CHICO CA. the Contractor's State License Law (Chapter 9 commencing with Section 95928 7000) 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 the applicant to a civil penalty of not more than five hundred dollars ($500).): GY 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: FENN, SEAN Code: The Contractors' State License Law does not apply to an 248 B ESTATES DR. owner of property who builds or improves thereon, and who does CHICO such work himself or herself or through his or her own employees, CA. provided that such improvements are not intended or offered for 95928 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Articl of the Pusinessand Code �Professions , Date: j Z Z 2-y�Ownert �—& -`(✓"^ License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Policy #: Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' l L`11 compensation provisions of Section 3700 of the Labor Code, I shall I forthwith comply with those provisions. Date: c (2 �2 O J Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor . _code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res6lqtiojA to do work indicate above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)11 '''i t^j _ l� By: Date: L f V Name: I� (-p Address: PERMIT EXPIRES ON: L/_'© Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California. Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pur es. Print Name: r�Q G (r C h r Signature: Date; I Z 2 Z 0 5� 2Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** PERMIT NO. P'�1 1 BIN # ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT NAME CONTRACTOR Name / Address Zip City Fax State Zip Phone Page V Rs Fax E-mail Date Approved: R' Z i' C r Lic. # Class ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X � &- A , , � &-, I For office use only: Zoning Q— Flood Zone I A, SRA I Yes o Occ. Type Const. Subdivision Name Map Book Ist Page V Rs Lot # 19 PI a cows A 4� Date Approved: R' Z i' C r OVER FOR MBMITTAL REQUIREMENTS WORKER'S COMPENSATION Policy Number Carrier lthiring,anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage (� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount f Bldg SRA Receipt #: Sheriff SMIP Date: I Other �7 V Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND ININK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. ' 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial; New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner FENN, SEAN APN No: 40-670-019 Application Date 12/2/2005 Permit No: BP 5-3187 RECEIPT DATE Tech/Asst 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $687.38 412.43 . q'"5 X n Plan Check portion of Permit Fee $274.95 �� KpUrtl1i 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application $274.95 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $274.95 443009 12/2/05 Karen � 4 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) 5 Additional Plan Check Fees (NON-REFUNDABLE) 6 Other*: 6a Other*: FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 7 IMPACT FEES - RESIDENTIAL* JPer Dwelling Per Dwelling Applications After 2114/05 ,> SFD ul MFD ,> MH County 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan SR -1, SR -3, SR-1/PD 7938.531 6757.081 R-1 8031.53 6850.08 o� R-2 7541.531 6360.081 7633.49 7726.49 7236.49 R-3 6780.531 5599.081 6475.49 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE )Not collected when impact Fees Applicable) Enter Bat.# $200.00 8 DRAINAGE FEES* 9 CHICO STORM DRAINAGE 770 Butte Creek $7,736 MASTER PLAN 771 Comanche Creek $8,069 772 Little Chico Creek $8,792 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 773 Big Chico Creek $6,596 RECEIPT DATE Tech/Asst 774 Lindo Channel $8,139775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 9a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 10 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 10a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES* Paradise High 093 11a RECREATION DISTRICT FEES* IDurharn At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant:Date. �C�---� Z- ^ D Pursuant to Government code Section 6020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 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 NUMBER6'4-0. C01 0- 0? I Proposed Building Use: ' V Q/ W ` Permit Technician: Date: I U Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in Orderpply. 9 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Find plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. AII•of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other gemaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ .. ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................: ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 23. Planning approval for (A) Use: CT' (B) Parking: (C) Parcel Check:...? •L(•�S' _ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ �❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPD . ES Form............................................................................................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carr. > , d Policy Number .......................................... 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ .32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone - b o�'-C �-p and hold for pickup. I have been i formed of the above items and requirements for obtaining a building permit. 11 Applicant: P Date: 122-- 2- 1. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re ,I.�1 Contractor, design , o as advised of the above data by mane, ❑ mail, ❑ counter, by Date: Contractor, designe , ner, as advised of the above data b phone, ❑mail, ❑counter, by Date: Contractor, designer, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date:49 �4e t7 Structural reviewed b . Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 1=. H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to BD/DS / •i — TO: b f 14- Building Division - Development Services FROM: Environmental Health SUBJECT: Sanitation CILrance fEAIAI PAP7&1qP6 �k- JA[O- 0,V -- Owner Location AP# Plan Approved for: Sewage Disposal: Water Supply: Public &,--- Private Well Clearance for dwelling. Other Hold final for: f Final clearance O.K. for: NOTE: Environmental Health Building Clearance 9/2005 acialist Date ti:fc j Department of -Public is Works e �,�� o t %0 C o u n t y f B U t o E ✓ a J. Michail Crunp,Director LKND DEVELOPMENT DIVISION storm Water tvlana;ementPro;rarn \'•� `�Q '��o ® 7 C6unry Center Drive N �`� / Oroville, CA 95965 U AUC* WOF�s ((FA 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Wafer P0tlution Prevention Plan (sWPPP) Acknowledgement (LESS THAI�d ACRE Project D escription: o Project Location andlor Parcel Number: By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm W ater Permit at contain from the State of California Regional Water Quality Con Bd with Phased subsequent phaseshtotal mo e multiple site build -outs of less than one acre but when combin than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional W ater Quality Control Board. I am aware that submitting false andlor inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project• that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: � � � .Qin—\— • Title: Date: OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit'will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES NO [ ]. 2. I HAVE [L --j HAVE NOT[ )signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: N !� ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME:' % J ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME. ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: ( JO&- M DATE: 12-" 2- — NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION `BUILDING t GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building pen -nit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pen -nit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o if you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially, serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, A; 2 4 P/) Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information .is required by Section 19830 of the California Health and Safety Code. COUNTY OF BUTTE - DEPARTM ELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Or ille alif rnia 95965 • Telephone (530) 538-7541 PERM NO. (Rev. 12/96) APPL ATIO AND PERMIT2 / ASSESSOR PARCEL NUMBER 040-670-019 ZONING BUILDING PERMIT I OWNER SEAN FENN 345 — 68 TELEPHONE SO. Fr, OCC. BUILDING VALUATION • OWNER'S MAILING ADDRESS 248 B ESTATES DRIVE CHICO CA 95926 ! 752.00 21 /02.00 ! CONTRACTOR'S NAME OWNER TELEPHONE p T7 865 C—U 11 245.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 259,69 .00 ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $1199.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 779,68 BUILDING D s PASA TIEMPO DRIVE CH CO Energy Plan Checking Fee $ 26,00 $ PERMIT FEE $ 2025,18 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 147.0 - Solar or heat um water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 15.00 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY W/ ATT GARAGE Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.001 9 -nn Mobile Home I S I G I W 1 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 Main ServiceOOOV oR LESS 200A OR I 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. t� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. BLns. SO NEW CONST. MULTI.OUTLET NON RESIO. @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES ;0050 eAL @' 50 FIXED Ex. Occup. Our s R� D,OR� 5.00 Temporary Service 23.00 ^ nn Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued, My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) d 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that ifI should become subject to the workers'compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 4—A Date Z -O Signature o Applicant - la'Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over "deep a d emolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.URF-T ,OCANARMSSES OR PIN •I P OR G LDENROD-APPLICANT MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation , e w AS FIREA ACE 115 on ,go PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee$46.00 occ CONST. TYPE TOTAL FEE $ 2730.13 ' D. E P C11- 1workers' This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work 1 dicat d above for which fe s have been paid. y ate PERMIT EXPIRES ONV �S Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION - 7 County Center Drive • O(oville, California 95965 • T-lop.f19,n� 0991150- 7o`$i1 "" r�€r�IR NO. v.12/9 6) APPL.ICATIONAND PERIL3675 lSSESSORPOACELNUMBEA! ..- }7/� Q 20NING .'� .BUILDINGPERMIT OWNER /^ �!//U T o" SO. FT.- OCC.-. BUILDING VALUATION OWNERS mAWN4F�SS23 !115_i)3 ADDRESS FNDERS MAILING ADDRESS ARCHITECT OR ENGINEER N . • �. ARCNRECT OR ENGINEER'S 6U&M ADDRESS LOT NO I sUBDNLSIONS NAME rUSEOFSTRUCTURE SF EfooDuplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ i Describe Work: A LIZ,' -r/ -ilqa LTV/ In .PERMIT, FEE PAID SRA SHERIFF OTHER . PERMIT FEE Ex. OCCU Ounzr OR FwTuRE9 S Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 .—D Main Service __ Fire Isco _ 46.00 NEW CONST. Total Valuation $ . ? 3.5QF°: (o• r15 Filin Fee -- -- $ 20.00 Permit Fee $ 1 9 4 • 5` C Plan CheckingFee 'Energy Plan Checking Fee $ $ Q7/, r • o Ventilation $ I PERMIT FEE $ O oZ S5 N I B PLUMBING PERMIT $ :Filing Fee 20.00 Each Trap Gc 7.00 fa, Solar or heat um water heater 23.00 Water. piping . O ;, 15.00 e -o Each gas water heater or vent 15.00 s -o Gas Piping stem 1 - 5 outlets 15.00 +D'o Building sewer 15-00145,.se Mobile Home S • G W @20.00 8 SMGLE OUTLET CTR. PERMIT FEE Ex. OCCU Ounzr OR FwTuRE9 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 .—D Main Service 200A TO IOWA 46.00 NEW CONST. DWI ff OCCUP. ? 3.5QF°: (o• r15 OR ADDNS. b ACC. BIDS. MECHANICAL PERMIT CONS . 1 MULTI -OUTLET 1 07Rn 8 SMGLE OUTLET CTR. Ex. OCCU Ounzr OR FwTuRE9 20 Cm O R.so BAL .so FD&D APPLNS. OR Ex. Occup. OUTLETS ESID. EA 5.00 Tem ora Service ' 23.00 3 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 2,9 rJ MECHANICAL PERMIT Fling Fee 20.00 Heating Z 0.0v Coolingf 1 Z "' D • pO Hood ( 6.50 &.5 'D Ventilation y •50 ' 0101 ' o PERMIT FEt S a -o 1 Mobile Home Installation Fee $ Energy Inspection Fee $ CIO Gc CONST. TYPE .TOTAL FEE $ NAL D. -IMP . O ;, CDf,,. PAR N 55UE AMOUNT RECEIVED FE This_permit is_.hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to- do -Work' DATE RECEIVED /������� ' • indicated above for which fees have been paid. .� ¢ C� By Date RECEIPT $$ `� PERMIT EXPIRES ON /Oalel fi i l ' 204—X008956 AND WHEN RECORDED MAIL TO: Recorded I RE;C FEE: 7.00 BUTTE COUNTY BUILDING DIVISION Official Records I 7 COUNTY CENTER DRIVE County Of I OROVILLE, CA 95965 EUT T� I CANDACE J. 6RUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathyh 12:4QIF'M 1846-2004 1 Frage 1 of i 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, r 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: LOT ZS A5 SAownl�� J ON TNA' CiE2il?IN Mr4P 'rE�s7'L�i�, C,�q-Sid ��� 2��( (JNIT AID. Z 1+ 'f L4 -AJ N -?-V v N rr •Di<.V•f�-0 pm ewT' �1 1 W At c -rt M A f QAta O M"? P -'L ©F - THit Co v N -, V o+ a,3i i e / 5r'4 r=te IN -1960�L 1•Z5- Oi= MAPS, AT PA&IZ5 may, Date / 7/0 State of Califo nia County of X 7r�i WAS /Z,IEco2airl:1. 1'J -rbtif oFPIuE or Till 0,4 GAL i T- 00U iA- J- mN 0G7-03iE2 31 Zop r A"' 011 -6,00 -033 -coo On Z -1-7-,f(/ before me, personally appeared 4) adna/V I J1 -: y -2l ply knewn-tv-me'(or proved to me on the basis of satisfactory evidence) to be the person(o) whose name(sa is/aue subscribed to the within instrument and acknowledged to me that he/slre/they-executed the same in his/her/their authorized capacity(ies) -and that by his/helr/t11'eir signature(g)-on the instrument, the person(g),or the entity upon behalf of which the person(s)acted, executed the inst a t. WITNESS my hand and officialLLAIR L. HE COMM. 1392957 Signature / Seal: NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE Comm IfeM1 F b 7 2007. AT 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 APPLLOATION DATA SHEET ' OWNER: n n 7 eyi n ASSESSOR PARCEL NUMBER__( ),/,/0/0 � b l (/ -6-1 6/7`�r Proposed Building Use: 1 Counter Technician: Date: �c7� 4tetns required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .C7 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. �p3 or 4 setsEngineered plans, , with wet signature on plans AND 2 sets of stamped and signed"calculations' - p y)/31. m. Engineered truss details and layouts in duplicate. No f x s! 1� 5. Letter from Engineer or Architect for truss desig C�eviQ. 6. Energy compliance design and supporting docu entation in duplicate. �r ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in ,duplicate. ) 9. etal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevation i ri lic te. (D) Floor plans in triplicate. All of these must be stamped and wet signed by the engineer. �� 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent fwrion-residential buildings wj ❑ "/ 13. Detached Accessor� bufMAIFo�m filled out by the owner e/ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in adglco ❑ Oroville, as applicable. ❑ 16. Other t • t 'sir! items needed to issue the permit. (May require additional plan review upon recei t pf th followingjte T7. Fire Sprinklers`....... C �..............� L7���� G �' 18. Agricultural Buffer cl t pr fro tt mmiss` 'n rr i 9W -� /� ❑ 19. Soils Report and/or Engineered Foundation required ........................................... 20. Erosion Control Plan Required........................................................................ ........ 2'1\Fees as shown on the attached Schedule of Fees Due Sheet .............................. �- 005r . V 2. City of Chico Plumbing permit ................... . California Department of Foresetry plan approval ❑ paid. Sent by: .......4. Planning approval (A) Use: I>K (B)Parking: (C) Parcel Check:5. Contact Land Development about _ Improvements, _ Drainage ......................... 6. NPDES Form.............................................................................................7. Encroachment Permit for driveway from the Public Works Dept...........................8. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_015'en to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... 33; Recorded copy of Agricultural Acknowledgment Statement ............................... /o 34. Manufactured home utility clearance............................................................... d ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... a ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. y I"have bee informed of the above items and requirements for obtaining a building permit. A W�� 1. Index permit application for the o ite s n 2. Additional items required Contractor;Wegner r o was advise of e Contractor,, as advised of the Plans reviewed by: Date:. Structural reviewed b : Date: Note transfer by: Date: Date: - 12- - Z -�/y 3 Plan Check Letter,- V data by ❑ pho "ail, ❑counter, by Date: data by t phone, ❑ mail, ❑ counter, by Date: 0 Plans approved by: Date Structural approved by: Agff Date: Yellow: Building Division STAN E � � � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Plan Attached Float Plan Attacltad Seem to B.D. ! OWAI ^ icE'dz& /Po�-t- /2 A�y tempo- Owner Location AP# Plan Approved for: Sewage Disposal � Water Supply: Public °� Private Well Clearance for dwelling. Other old finar LA l f r: ' Final clearance O.K. for: NOTE: 0 ./ Environmental Health Specialist Date 8/96 January 20, 2004 Sean Fenn 248B Estates Dr. Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-670-019-000 Building Permit Number: 03-3675 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. N N -STRUCTURAL COMMENTS: The enclosed school fee form is to be completed by the Chico Unified School District and the Lompleted form returned to this office. he enclosed parks development fee form is to be completed by the Chico Area Recreation „/nd Park District and the completed form returned to this office. LA'ne C3 (a) of the Flood Elevation Certificate to be completed by surveyor of record. Line C3 (i) should be 1 sq. inch per 1 sq foot of enclosed under floor space and enclosed arage. Surveyor of record to revise. lease provide a letter from project engineer stating he has reviewed and designed the foundation in accordance to the soil analysis letter from Applied Testing Consultants dated Feb. 26a, 2001 per the recorded parcel map. STRUCTURAL COMMENTS: lease revise plans to show 13/4"x 71/4" LVL ceiling joists as specified in the structural calculations. 4Povide 13/4"x 91/2" LVL rafters as specified in the structural calculations. Please revise the roof framing plan and sectional drawing to show purlins the same size as the rafters per CBC 2320.12.7. a/ lease revise footing detail 1 on sheet 2 to show the interior grade at the same elevation as the exterior grade to comply with the requirements of the elevation certificate. FEMA requires the der floor area to be considered the "lowest floor” when the interior grade elevation is 1 er than the exterior grade. The 4x6 girders appear to be overstressed at various locations. Please provide supporting c ulationsorrevise. iAse- Values fn- OrSelerv¢�i'�.� ,a.�f .p�� S, K%tl-►eGipec. he 12" square pier foundation appears to be insufficient in size to support the proposed weight. Please provide calculations or revise. 1 of 2 _Please specify construction materials located below the base flood elevation that are approved for direct contact with water. 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 Russell. 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. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Jeff Richelieu, P.E. � e ��f (2;��e��Pl\ P— a a510 N � of �� f -f -e C o r '2of2 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the planslcalcs. ATTAC'N TNTC MOM Tn A Mnv 9%v vnt Inns AY nraswrsu a evrrn Aum m ._.... -- - -- --- - — – ••...v OWNERS NAME VW Am" n,cWww/WnV a►1%AV111ALY1J%PI,. DATE: 4�:5-*OQ z/� o ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: `M # RESPONSE BY. .{ LOCATION ON PLANS/CALCS: 5r4T 3 •G -r , "4 PLAN CHECK'ITEM # J RESPONSE BY: LOCATION ON PLANS/CALCS: r � COMMENTS: PLAN CHECK ITEM # / RESPONSE BY: � . �• G LOCATION ON PLANS/CALCS: X71-tT'• 3t ?j • JZooF �Ls..� .� Gil, -r 11 a �c COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCA``T''ION ON PLANS/.C�AyL�CS: COMMENTS: ITEM # RESPONSE FOR PLA PLAN CHECK REM N CHECK ITEM N BY: LOCATION ON PLAN S/CALCS; D .,TG . I "7i -q • OZ -4:6uuv. BY: LOCATION ON PLANSICALCS:-------Z-- RESPONSE BY. LOCATION ON PLANSICALCS: AMM- JSE BY:SRjD-w\ j-�V� V) LOCATION ON PLANSICALCS: PLAN CHECK ITEM NRESPONSE BY: LOCATION ON PLANSICALCS: 3 �� �� c �" Seg- JeJ .Uf dJrk4 1 I COMMENTS: h rie "A r,-, J'.. �" c a f x CHECK ITEM N CHECK ITEM N BY.. - 'D RESPONSE BY. LOCATION ON PLANSICALCS: C • VL.,�.00 \/C,.7f 6^t --tel. OCATION ON PLANS/CALCS: PLAN CHECK ITEM N l COMMENTS: N PLAN CHECK ITEM N `F 2 ......_.__ BY: LOCATION ON PLAN S/CALCS; D .,TG . I "7i -q • OZ -4:6uuv. BY: LOCATION ON PLANSICALCS:-------Z-- RESPONSE BY. LOCATION ON PLANSICALCS: AMM- JSE BY:SRjD-w\ j-�V� V) LOCATION ON PLANSICALCS: PLAN CHECK ITEM NRESPONSE BY: LOCATION ON PLANSICALCS: 3 �� �� c �" Seg- JeJ .Uf dJrk4 1 I COMMENTS: h rie "A r,-, J'.. �" c a f x CHECK ITEM N CHECK ITEM N BY.. - 'D RESPONSE BY. LOCATION ON PLANSICALCS: C • VL.,�.00 \/C,.7f 6^t --tel. OCATION ON PLANS/CALCS: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES BUILDING USE /V f 6- BUILDING PERMIT FEES 4 / q --- Balance Due ..................... $ - ` --- Additional Fees Due......... vised Plan Checking Fee.... $ HOOL DISTRICT FEES eo�Pr"( at School District Office) (form available a er Plan Check) 3. SHERIFF FEES (paid at Building Divisio Residential ............$360.0 Units A. P. # r l q DATE (J, RECEIPT /# DATE C. / U 393 � /'� -g:0,3 79. Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. j'URBAN AREA FEES (paid at Building Division) Residential (per unik.... X _ $ Um Amt. Co ercial (Sq. Ftg.).... X = $ Sq. Fig. I -Amt. RECREATION DISTRICT FEES ` JYI l a ( aid at Recreation Dis ct Office) (form availabl fter Plan Check) &r W G ✓l -SET � 4te� 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) �J_N 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed Nuing the plan 0 ling process. DATE I --_ _—'_0 3 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE Project Title: V T— -r-F ( ) '�> '. By signing below, 1, the project owner/owner's agent, certify that I am aware that a construction project that disturbs I acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700,100 made payable to the State Water Resources Control Board to obtain such a pen -nit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb I acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation o7fading and/or other permits or other sanctions provided by law. Signed: Title: 0 W Date: n— — '2-- 0 -.4% 1 0-A_ I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES e' NO ❑ 2. I HAVE- HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: a A� zln en ADDRESS: % �� �S ( CITY: PHONE: 3-Y S- 6 4 8 3 CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: Q� ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: 7PROPERTYOWNER .� SOCIAL SECURITY NUMBER: DATE: I Z — Z— p '2�. NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. , For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by' -the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection . NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. n AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 18 -Feb -2004 2004-0009022 Has not been compared with original BUTTE COUNTY RECORDER 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 -� �[ ' .� P OPERTY OWNER t,.. �.� � x'112—✓ State of California ) County of.6t4i-- t_ ) On :R•ig' 0 7 before me, ClfiP_l57,1 L . HJ r] ,. nntaril tic�✓l personally appeared .S&�IQ/I A . Fe✓hr7 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. rti i Signature 1• rAO.-•• CHRISTY L. HINKLE H COMM. # 1256485 _ Q ROTARY PUBLIC -CALIFORNIA A.P. # C� /� O I c COUNTY OF BUTTE 0 Comm. Expires March 27. 2004w Order No. BU -199366 DMP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 19, AS SHOWN ON THAT CERTAIN MAP ENTITLED, -'FAIRWAY OAKS SUBDMSION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED JUNE 7, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-24205, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 040-670-019-000 PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER COMMON AREA LOT A, AS SHOWN- ON.. . THAT. CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDIVISION", WHICH MAP. I WAS — RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE -OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. PARCEL III: AN EASEMENT FOR FIRE PROTECTION WELL, AND WATER LINE PURPOSES OVER COMMON AREA LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. PARCEL IV: AN EASEMENT FOR SEWAGE DISPOSAL AND STORM DRAINAGE PURPOSES OVER LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDMSION", WHICH MAP WAS RECORDED IN ' THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. CONTINUED Order No. BU -199366 DMP DESCRIPTION - CONTINUED PARCEL V: AN ACCESS EASEMENT OVER LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.htmi NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads . and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's. Name: la. Company Name: 2. Address: f• 3. Phone: 30� 3yS- 3 4. Assessor's Parcel Number: - 0 y 0- 01 q 5. Location of Work to be Don L o Df . 6A, q 3 6. Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. If Driveway List Type: e. t 18. Other Work - Describe: 19. Plans Attached: ❑ Yes ® No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 20. Conditions Underground Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 21. ❑ All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions IV 22. Date Issued 23. Expiration Date: 24. Surety: 25. Date Paid: 26. Amount Paid: 27. Paid By: 28. Receipt No.: Mike Crump, Director of Public Works By: For County 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK ❑ Completed - Not OK ❑ Additional Comments Attached Use only: 31. Comments: Note: If permits are faxed to any number besides (530) 538 4356, they can be delayed up to one week. Page l of 2 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District *l �, D �� Ali r i Building Department No. A.P. Number y C-4.1©— t) 19 Jurisdiction: = City County 03- 3 (,,:,`7S Property Owner 5 a N ( �. N nJ Property Location/Address Pa 5 0. +- l .• ~P t.).A lIL l" �A�1 C t3 Subdivision `,r1 G Da S Lot No. 19 Residential Development Q Sq. Footage 0 8 $ No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) :.................................................................... ....................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) <Commercial/Industrial.... �-, =i:. o� -a+r F , .rr - i :..i n•. 1itw,wrs. w►a. r.cr.:s� .:;$q:,FOOtager_s. a. ...: _ -s New Addition (Including Exterior Roofed Areas) R e�" Building Department Representative District Identification No. 04()4 `iy CU SD. School District certifies that (Street (City) has complied with the requirements of Resolution No. representing 0 0 square feet. School District Representative Paid by Check 8 Remarks: 1%.-201-03 Date (Applicant) s (Phone Number) (State) (Zip Code) S64 -(Q by payment of $ IAB 2926 $ FULL MRIGATION $ Date Notice: You may pr~ft Imposition of fit fries Identified above by submitting a written protest to the Disbiet, in compliancewith Govsrrmnent Code Section 66020(a), within 90 days from the date fess am paid. Faliurs to submit a Urnsiy written protest wlp`prohlbit you from ciallenglnp the Imposition of tine teas In any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee CeRMeatlon Form, tit Sctwol District Is rro"llad by the appUcW* Local Planning Agency that fhb project lsbeing ravlerwd under the Collfornin Environmental Quwi ft Act (CEQAl this project may be subjeet to additional school fees to fatty mlflpete lits Impaction the school sclools. White (applicant), Yellow (building department), Pink (school district) feet«mAs 00/03)dmm �1 .s ?'. BUTTE COUNTY PARRS DEVELOPMENT FSE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number (s) � -• 470 "Q % 4 Property Owner Gj Lo G N f" •e AJ A) i ' , /'� Project Location/Address "' ' l"'"Q �� -- j ��/► tA0 �. C � ! C t� Subdivision rA '1 r \AJat U t$ Lot Number(s) Residential Development: (check one) r New Development _Alteration/Addition _Mobilehome.(;s) _Non Residential 1. to Residential c� pta.l ,. - .�: .. `�'.. Y`" ..�_... I _,��S N'.'•;�yi•+r�3�"�3eiL.-.xy.rr-.w++.si�y.._ '. Comment: r, C13 I + " .) •- 1 %Z I -fig -o3 Building Department Representative Da to �rrt�rrt�r�c�r�r�r,��r�r�r�rx�r�r�rw�r,r��r�r�r�rvrx�rvrrrwrx,rvr,r,r�rrtx�c,r,r,rwvr�r�r�r�c�r*�r*x�r�rw*�rrr�r�r*,�,�r*�c�r�rrt�r*,� Chico Area Recreation and Park District(CARD) certifies that 4C. (Applicant Name) (Phone Number) (II'Street Address) rh C r% u�- (City) (State) (Zip Code) r has complied" with" tl'ie requirement.§ pf' Butte'Co:"Re•solu'tion payment for /dwelling units @ $1,189 for total payment 'of $/ oO ld,r� )49, CARD Wepresentatie Date PAID BY CHECK NO. REMARKS: BANK . NO . q 3501/4 PAID BY CASH: RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 41* • • • S E PLAN REVIEW APPLICATION Date: 1,2 - ,�2 —03 AP# Permit Number (if applicable) 3S -3,L7 Bin Number - 1 APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address Proposed Use: Parcel Size: ► S ?_'A c. Ln T G1 AAS,- 71.E/Z. Residential if New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Oth Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel BUTTE COUNTY DEC 0 4 2003 DEVELOPMENT SERVICES ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable Z N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY :. Parcel Is In: ❑ Snow Load Area: • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA'- (CDF to determine specific requirements) 100 -Year Flood Plain: (See attac e2 Flood Zone: • Flood Panel No.: O S 20 Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor. Variance ❑ Variance ---------------- ------------------------------------------------------ ------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: • ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front -Go 0 - Side Side Street Rear �f j Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 A Applicable Development Fees: Standard Fees Amount Formula ❑ Fire • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area —Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By ❑ Deeds: • Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies. with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 l A Subdivision Map/Parcel Map: -Ff4l r2_W A�/ O A1c 3 S V Map Date of Recording: —1 Lot: 19 Book: I � I Page: 9 VI � is ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval: 0 Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pla• must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4of5 A-/OT"E5 A No of (1EGO1O1WE.c17- 6viTi-l/,,/ 50' o,-- • THE OX" ,0a e l-1,41 1 A U/T!/AG /RR/GA T/oA.1 C�S/h►�t/tiEL 7'o p,Po TEeT /P/Pi4,P/�9A1 AES 6?aReES ,2. LOT 2/ Sf/ALL IfeMA1,41 41A1511S.o1V/-OE.o A•tf.0 -5114Lt All,�VIWWAy oAA-s f/D�til� D �t/�t/F,R'S' /-755oC/�9 T/ori! Fo.P 71149 1741,oPPv 5 Cr P,QO ✓/O/A/G iq Lr/4TE/P 5,Y�67��t9,, 57ORM A�,7�FR 3, .06VE1-OPMENT of L 075 /- 20 AWO 22 W1 L RE'QU�RE dOA/NECT/4N To 4COM�/Z1,A1/T}/ SE'lc/E,? Sy5rE�4 AA/o /A*157, Z I-4 rio oi= /tip/VI.OL1AL .OvMEST/d .0 OA-le:5T/G WELLS SW,9LL .SE A AllAoV�lU� O'4- S FEET F,et.7M LOT S/DE L i vES� 5o FEET fid SEPTi�C Jr.4 •c/k S /So' FEET fRO.e�I 7//E e,,-IAI,NUA//Tf/ 5EN/�9GE fREA Tif JE�`r' f,C=VAf Tf/E �'E�/TE,RtJ.vE oFALL STiPEE7$ EXGEP7' TyE W�G1- !1N 407- 7 Sf/ALL Ac- I All&IM4,31 of- 5o FEET fiPo.H T.S�E CE.+rr.�� L/,vim o� CO$ e4Bos .Die/VE. • S. Gt/ET!✓9.vO �}/P�iSt� Tf/i4-T AiPE' J"�R/salcr�oti.4c tc�•ar�,e5 4F TiS/E L/•C//TE.O -5`j/' Q'E 5 A�QiNy C' ORAS of E•c/6ivEE�'S 7' /f REQU/RE,O PR/O/Q ToD/5C1-1K1?GE O"'= ORE.,oGE ol? ,C/GL /vIATEjP/•9L5 /•UTO XV16 r4�QEA . AF.�"ECTS OviPfi�i9M RZI,rUAC /RR/GA T/OA/ Cf/�9A1,V G -L . (�. BU/L !J/.!!G FOU,(/.OAT/o�tJS�f'OOT/NGS SHA« .BE AES /G.VEO By 14 CI V14 E.t/G /NEE/? O/P i9/PC.S�/TEC T /.C/ �9 �CO�Q0.9�CL�' l��T'y So1C 5 A�t/•9L�5/ 5 �E7"TEj4 FRoM �9RPG/E.O TEST/•t1G Co/l,/SULTA�TS 0,9TE�D FE.e/4U�/Py 2�, zoo/. T,1'is qoa/T-Zo c/i4G /,c%c-oR,of,47-1o,J 711,,97- /5 To F41X'W 1 OK, -1 SA1g40/V/S.OA l AAO /S FOS p�,4�os Es, ,o�sc/er�s�u� CO,(/017-10N5 AS OF TiSyE .Pi4 7',!!L' �''.�/t /�t/G.1 lilt/L7 /S NOT /.vi'ENQC-.O TO JF,�ECT /F,,= • /.(/TE/QEST. /.UFO,PM�4T/O.v /•V /ADO/T/O.�/ TO 7//i47- $ yoLV.V OZ VOTEA 60AI /5 ALSO AOeFlA/G• CD,c/G'U�PRE�c/TL;/ i4'EL'O/P.OF.O C./�/oE� iPE�oR,aE� 5 SEEP//3L �O. �ooi _ ooa3��? • • 0 Tip,//S Z 4--4 A oR�011 ,, A410, 0 A5 12 � 00 f APPROVED __�LT� I�CAN__ I V Lj I I r- Ca. INTER-DEPAWT-T ENTAL MEMORANDUM TO: BUILDING DIYISION,,qROVILLE FROM:' 0 , ENVIR. HEALTH, CHICO DATE: �'— RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: °J WELL: AP#: ADDRESS/LOCATION-. / q � �. /'�'F*10a Comments: GL/memos/releasehold BUM COUR'fY DEC. -'2 2005 DEVELOPMENT SERVICES ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530) 538-7157 Ext. 2016 Permit Number District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: 1 a. Company Name: 2. Address: z H2> 13 a -X_ s do 3. Phone: 3 `! S 17 4Assessor's Parcel Number: - 0- p 1 5. Location of Work to be Done n A ti r• �n i C, e� Z 6. Applicant's Signature G� 7. Date: 2-- Z CONTRACTOR'S INFORMATION 8. Contractor's Name 0 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number: 13. Certificate of Insurance: Yes' ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, ermission is hereby granted. 19. Conditions t1A Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. ❑ All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ 21. Date Issued 22. Expiration Date: 23 Surety: Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one week. Page 1 of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. Al work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. Al excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. a The relative oompadon from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. Al installations, parallel with roadway, shall be placed as dose to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road'signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 SITE PLAN Scale: I in m 20fft. Oin. r 156 .5 in• PRCPE� `,NE EnVITOn"O ' H 6�h Kom 2005 Cha'®9 CA POOLDESIGNMET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954)941-1124 info@swimmingpoolplan.com TITLE FENN RESIDENCE 18.4 PASATIEMPO DRIVE DURHAM, CA. 95938 I A O 00 u a 0 co r 01 24'6 -- 83'0" 00, 21,6„ 01 16'10" —_v 7'8* 57'8" -- It 254" 01 7'0" If 14'6" 18'1" 16'9" le 16'9" i, 16'9" 14'8" 54" 1, 9'2" 2'10" LG. A PH02 ON 2-2x LVL J O n 70 GFlP FA Cl Of 6' LG. KAM G. I 7'5' L.G.6' 9) EXTERIOR STUDS TO BE 1 3/4"x 5 1/2" LVL. GARAGE 10) INTERIOR STUDS TO BE 13/4% 3 1/2" LVL. ACCESS & w/ LIGHT, SWITCH, do 11) FLOOR JOISTS TO BE 9 1/2" WWI SERIES 250 1/2' GYP. BRM. 0 16" 0/C. SPAN OF 16'0". 3) PROVIDE FLASHING 0 A1.1 EXTERIOR 12) CEILING JOISTS TO BE 1 3/4"x 7 1/2" LVL 5'6' L.G. �' ® 16" O/C. SPAN OF 20'0". 26" LG, ( I I I I I ( PHD2 P. C. 0 24" 0/C SPAN OF 20'0". 3 L.G. 510_ HEM. FIR DBL. TOP PLATES. 2'11' LG. 14) HIPS , VALLEYS TO BE P}� ON 4x6 LVL ,RIDGES 1 3/4" x 12° f.�L 6) BATH RMS. &LAUNDRY RM. LA;;H T O BE LVL � SERVED BY A SEPARATE 20 AMP. BRANCI: 15 EXTERIOR WALL HEADERS TO 8E 6x12 RMT. ) CIRCUIT. TH'S CIRCI �T SHALL SERVE NO UNLESS NOTED OTHERWISE. OTHER OUTLETS. 16) INTERIOR WALL HEADERS TO BE 402 RMT. 1 3 4'x 7 1 2' LVL —� 1314% 7 1/2" LVL 0a 4' LG. " ON 4x6 LVL 4 u - 220 3'x 5' D. H. I ( I I I I ( HD. 0 6'4' OPN4x6 LV4 4) SIMPSON CLIPS 0 24" 0/C FOR ENTIRE BALANCE L �.J 1! 2-3'x 5'0. H. - HD. ! 9'6" DISC. HD. ! 9'6' ( I I I 9"x 16" STUCCO STONE FACADE 8d 0 12,� HD. 0 d'0• L9'3" Ix HD. 0 ab 4 2-3'x 5' D. H. - HO. ! 8'0" 5) NAILS TO BE 8d HOT DIPPED GALV. OR 8d COMMONS. o 9"x 16" STUCCO STONE FACADE 4x6 LVL POST w/ SLAP. K46 /2 B, i TYP. OF 4 OK 3 1/2' x 11 7/8' 'BIG MM"-TYP. p N 16" SO, STUCCO STONE FACADE -TYP. OF 4 CN 11 1/2" SEAT 1 1/2" 6) EXTERIOR RATED 0. S. B. w/ EQUAL ALLOWABLE TUM r� STRESS & THICKNESS AS SPECIFIED PLYWD. MAY BE LS90 SUBSTITUTED. T1 F. LS50 LS50 LS90 TO PLATE 0 24" 0 16" 0 20" 0 14" 7) ANCHOR BOLT WASHERS TO BE 2" SQ. x 3/16" THK. O 1/2" 0 34" 1/2" 0 24" 1/2" 0 11" 1/2" 0 8" 8)PREASURE TREATED DOUGLAS FIR REQUIRED. 2'4' 7'10" 17'8" 27'2" ca o E F FAN �, v a 6' LG. 1 3/4% 7 1/2" LV L-*. - 11 _ " 13/4%O�Ct/Y LVl " N P 2'4" LIGHT x • _ 01s" o/c s7" LG. ,�'` --- 5 0 0 13 8 _ 118 � �,� � • TILE OUTLET R 0' PFD6 6'x 5' eow cASMr. PORCH 1 3/4"x 7 1/?" LVL � 4 DECK 4 C 3x 5' D. H. ON 4x6 LVL W P HD. • d2'f PL.AST. CEL. ! 16" O/C 13i 4'x 7 1/Y LVl o± B, MI " Q / - Ho. 0 8,c' cn 159" x 9'0* SL. GL DR. 15'9' x 6'0" SL GL. DR 0 6 0/C �. TLE - 10 CEL. -- R + COUNTER UP GF1)'10" 4 vo I \ 5 7/16% 16 CONT. 'BK MM' HDR.'" PORCH 3'Y LG. �, 4 8,1„ _ 8 7" n I I o PLAST. CEL. PFU6 _I00 t7S 6' I.G. C ga! PAIV r D,/W T/C • 5 7/16" x16" o ,-, ON 4x6 4x12 FLeM 9'9" x 60' SL GL. OR. 7 TIE 8" ' I SINK �w/ > FLUSH "BIG BIA' _ 9'9' x 6'0' SL, GL. DR. LV 5 7/16% 9 1/Y 10 Mrs, GFl N ? I I GARS. DISP. { • 5 7 16'x 91 2' 'MIC" BM. HDR 4 "MIG BM HDR. T 3 SH. - -3 1 t CWA—!Mt'ET SH. r;00 _X7' x 14" FLUSH VIG MEAN" � NI ' KIT, ' 1 CEL ci a 3-13/ 4' x 5 1/2' LVL I I -� s to � I " w 4 4 1Y GARAGE a w? -Rows t6a! 12' o;'c �I o I W TLE / - FAMILY 1/2' GYP. SRD _ o / </2' o OPERAMLE - W. (.lEA.ENOOFMN v � c x 3t 2'z9•I •1 CEL& WALLS f\ - L I� GFl T/C � , N TLE N "DIG D11" " EXERCISE v ITER la I I SKYLIGHT I CARPET » a 11'6" PLATE I > 3 1/2'x 11 7/i i� I " r = \ WOOD o �N000 • I - - •� l I' RUSH 'moi BiA 1\ V LL 10! CEIL 5 7/115' xx u O O 10' CEL. n I 1 / \ I A 0. 2$' I v I �/ RO(;E 'MMG Mu' N '. i C L SK UNDER 45' LG 4 • N I 13 4'x 71 2' SH I FLOOR RAM 0 4 p TL I A. A. I I II COUNTER I ye I + © FLOOR - > O T� i' ON 2- x �„ x L LVL ! t6 0/C L - ACCESS �- -� o_ y 210 I • (7 OUTLET HEARTH LVL - - - - is OV. Y VERF7 iv N " G " - - - - GFl I J ZF' LOCATY)N o 3 4 10 6 _ + GFl G TIF HEARTH - - DRYER C-4 2-13/4'x 5/2 1 + o LVL 0 EA.END ZERO VENT I OV. x 29,8„ • :o `r OF p�. 2,4" F p w p 13/ 4'x 7 1 Y LVL 'r -- -- o 2-31/2"x 71/2' LVL _ - ! 16 0/C B '? ENCH,� I o0 SAFETY L 0 30' HL p ccs 7'8" 16'2" 3-13/4' x 51, 2" LVL PWDR. E. t 3 GLASS © 4 COUNTER 4 b GF�w/2-ROWS 16d 0 12" 0/C N TILE - 7) rjv, 1 4 �- � I I _ 5 7/16' x 16' 4' N I/ _� ® WALL 3.0• LQ�iND. 12 x 6x12 RMT HDR. 6x12 RMT FOR. 3 3 I GFl T N3 o FLUSH '16 BM" 7 1f LE o TLE `o 3-13/4 x 5 1/Y LVL 11' LG. w/H N - - - - - - - - - - - - - - - - - -- - -- _ ^ o LHFjJ �- 9'x 6' ROLL -UP DOOR ARCH TOP 9'x (6 OLL-UP DOOR ARCH TOP w/2 -ROWS 16d 0 12' 0/C 3-13/4' x 5 1/2' L`VL ^ z17 STORAGE 27 LG. P. C. PHD6 4 ON 4x6 LVL 3'0' LG PHD2 ON 2-2x LVL K P. C. 2'3" LG. 4'\PHD6 ON 4x6 LVL 4'0" 8'2" 1 3/4'x 7 1/ 2" LVL !16'0/C 17'10" w/2 -ROWS 16d 0 12" 0/C ut • _ x 0 EA. END OF 8V _ o '"> > �t 4x12 RMT — 9 -ELVES o SHELVES o b GFl �v '� J Ft BiA. r SH N f l TUM it O 1n • °o `r O _ _ _ _ — TUM I \ 13 4'x 71 Y SHWR x 3'0' LF CIOS'G. „ I , „ " ,,, f� ,, -I SHWR OPERABLE I `� * / / SOLO CORE 14'4" 16 10 0 -� 216- T 3 0 ( I SKYLIGHT I I Ix le W. (. I �' I LVL 016 O/C I 5.02 I v i o 1WOOD I I W.1. I E TLE C u • 00 "1 7 1 3 4'x 7 1/2' LVL DN tY ( x i -- ( __jI o II WOOD to0 2'0' B. >tt3 + 20 0 • !16"0/C Y x • - - - - - • i • 220 4x12 RMT FL. 0M.- - �, I I' TLE I ntvF, • l Nva, HF PHD2 L.G.00 3 �, 10'0 N I N D IN INCS I `" " 2'6� '" { <c 276"" ® " " ©� 2'6" 2'6' ON 2-2x cam' - I I � 2 2 6 2 "`" 8'T 2 2 110 8T 2'2" 6'4" oc GFl N FNTRY ^ U + v i ,� 110" CEL. O 1 3 r U 3'0' Se �' 16'4" LG. TLET DEN O TIF X o n 'r M' o 0 <ON `O PHD2 0 1 -HR. WALL TLE 11'0" CEL `D 2-2xW x HOUSE & GARAGE 10'O" CEL h I _ _ _ _ i " O c> " • LVL FT10 'G. TO ROOF SHT'G. • 4x12 RMT FL.MMS— 16' LG. 4 o o 'O 5 7/16" x 16" w/ 5/6' TYPE "x 1 3/4"x 7 1/2' LVL PF�5 `� 114FLUSH "BIG MEAN" GYP. M.ON 2- x o • 4'0" L 18'0" NOTE5 4 4' L.G. 10'x 6'6" SEE ELEV. _ HO.0 6'4' 5'4" L PHD2 3 O ON 2-2x LVL 0 N _ 1) ALL HEADERS TO BE 412 UNLESS NOTED. 9) EXTERIOR STUDS TO BE 1 3/4"x 5 1/2" LVL. GARAGE 10) INTERIOR STUDS TO BE 13/4% 3 1/2" LVL. ACCESS & w/ LIGHT, SWITCH, do 11) FLOOR JOISTS TO BE 9 1/2" WWI SERIES 250 1/2' GYP. BRM. 0 16" 0/C. SPAN OF 16'0". 3) PROVIDE FLASHING 0 A1.1 EXTERIOR 12) CEILING JOISTS TO BE 1 3/4"x 7 1/2" LVL CEL t WALLS ® 16" O/C. SPAN OF 20'0". 26" LG, 11'6' PLATE 13) RAFTERS TO BE 13/4 x 7 1/2" LVL PHD2 P. C. 0 24" 0/C SPAN OF 20'0". 5) PROVIDE 18" Hf. PL_ATFOR�;' , P. R. V. & 510_ HEM. FIR DBL. TOP PLATES. ON 2-2x 14) HIPS , VALLEYS TO BE ,RIDGES 1 3/4" x 12° f.�L 6) BATH RMS. &LAUNDRY RM. LA;;H T O BE LVL � SERVED BY A SEPARATE 20 AMP. BRANCI: 15 EXTERIOR WALL HEADERS TO 8E 6x12 RMT. ) CIRCUIT. TH'S CIRCI �T SHALL SERVE NO UNLESS NOTED OTHERWISE. OTHER OUTLETS. 16) INTERIOR WALL HEADERS TO BE 402 RMT. 1 3 4'x 7 1 2' LVL —� 1314% 7 1/2" LVL LIGHTS. 4' LG. " 0 16 O/CGA l 16 O/C GF) - EDGE NAILING 5 10'x 6'Y SEE ELEV. 8(d 0 4" 3 8d ® 3" 3 HD. 0 6'4' 4) SIMPSON CLIPS 0 24" 0/C FOR ENTIRE BALANCE 57/16'x91/2" �.J 01 'MIO BEAM' HDR 8d 0 12 81d 0 12" 8d 0 12,� FA CE OF MM. L9'3" 8'9" 4'0" L 18'0" NOTE5 4 4' L.G. 10'x 6'6" SEE ELEV. _ HO.0 6'4' 5'4" L PHD2 3 O ON 2-2x LVL 0 N _ 1) ALL HEADERS TO BE 412 UNLESS NOTED. 9) EXTERIOR STUDS TO BE 1 3/4"x 5 1/2" LVL. 2) F.A.U. TO BE IN ATTIC w/IN 20' OF ATTIC 10) INTERIOR STUDS TO BE 13/4% 3 1/2" LVL. ACCESS & w/ LIGHT, SWITCH, do 11) FLOOR JOISTS TO BE 9 1/2" WWI SERIES 250 MAINTENANCE PLATFORM. 0 16" 0/C. SPAN OF 16'0". 3) PROVIDE FLASHING 0 A1.1 EXTERIOR 12) CEILING JOISTS TO BE 1 3/4"x 7 1/2" LVL OPENINGS EXPOSED TO WEATHER. ® 16" O/C. SPAN OF 20'0". 4) ALL BRACE WALLS TO SE IN STALLED TO NO HIGHER THEN TDF' Pi_ ' TE. 13) RAFTERS TO BE 13/4 x 7 1/2" LVL 210 0 24" 0/C SPAN OF 20'0". 5) PROVIDE 18" Hf. PL_ATFOR�;' , P. R. V. & 510_ HEM. FIR DBL. TOP PLATES. SEISMIC RESTRAINTS 0 `NATER HEATER 14) HIPS , VALLEYS TO BE ,RIDGES 1 3/4" x 12° f.�L 6) BATH RMS. &LAUNDRY RM. LA;;H T O BE O � SERVED BY A SEPARATE 20 AMP. BRANCI: 15 EXTERIOR WALL HEADERS TO 8E 6x12 RMT. ) CIRCUIT. TH'S CIRCI �T SHALL SERVE NO UNLESS NOTED OTHERWISE. OTHER OUTLETS. 16) INTERIOR WALL HEADERS TO BE 402 RMT. 7) ALL BATH ROOMS T 0 HAVE FLUORESCENT UNLESS I`,dOTED OTHERWISE. LIGHTS. 17) WALL TOP PLATES & SILLS TO BE 8) ALL BEDROOMS TO HAVE ARC FAULT 1 3/4"x 3 1/2" or 1314" x 5 1/2" LVL. CIRCUIT INTERRUPTERS FOR BEDROOM EDGE NAILING 5 CIRCUITS. 8(d 0 4" 3 016 0/C LVI ,.. J -j f, i J • J X x d SDE LIGHT SAFETY GL. 10'x BY SEE ELEV. ��, N � v � + w/ 1'10' x TY FIXED TRANSOM 5'4' LG. HD. 0 6'4' 4' LG. D R M . � 3 � '� � D R 1 , # !2 M 4 05 W. P. PORCH 3 ONN 2 2x LVL CD ON 2-2x1 v x WOOD PLAST. CEL LVL n 'r I - th 12b" PLATE LINE 4,12 RMT FROM MAN FLOOR FL. BM. N PHD 2-2x.LVL O I it I UP - '8" 10'0" o, 2'8" 154" ol 13'2" 6'0" 41'8" )'0" APPROVED Signaftim BRACE WALL 5CNE0 -- Z /'\ 3/8" CDX PLYWOOD w/ 8d 0 6"/12" 0/C BL'K. ALL EDGES, & 1/2" DIA x 10" A. B. 0 PANEL QUARTER POINTS, & SIMP. PHD2 TO (2) — STUDS 0 EA. END OF PANEL. AB 'THERMO—PLY" STRUCTURAL GRADE SHT'G. w/ 16 GA. STAPLES, 1" CROWN x 1-1/4" LG. w/ CROWN TO BE IN LINE w/ FRAMING MEMBER 0 3"/6" 0/C, BL'K. ALL EDGES. & 1/2" DIA. x 10" A. B. w/IN 12" OF EA. END. 1/2" GYP. BRD. w/ DRYWALL SCREWS 0 7" 0/C. UNBLK'D. , ONE SIDE OF WALL. EXTERIOR BRACE WALLS TO HAVE ANCHOR BOLTS w/IN 12" OF EA. END & 0 6' 0/C. 1/2" GYP. BRD. w/ DRYWALL SCREWS 0 7" 0/C UNBLK'D. , BOTH SIDES OF WALL. 10'x 67" SEE ELEV. HD. • 6'41' 12'110" L 25'4" 37'4" At ,AC. clM c n m, FENN RES. 40810 SQ. FT, 3/I6,1 = I, O„ 5NEAR WALL 5CHEDULE SHEAR WALL Al Li NOTES , 1) OVER DOUGLAS FIR SILL & STUDS, AND 01 ALLOWABLE 210 300 390, 510_ HEM. FIR DBL. TOP PLATES. LOAD /FEET 2) ALL PANEL EDGES BLOCKED w/ 2x FRAMING U. 0. N. O PLYWOOD 3/8" 3/8" 3/8" 3/8" 3) VERTICAL FRAMING FOR EDGE NAILING 0 ABUTTING U C. D. X. C. D. X. C. D. X. C. D. X. PANELS TO BE 2—STUDS TOGETHER w/ 8d 0 2" 3 16d 0 3" 0/C. EDGE NAILING 5 8d @ 6" 8(d 0 4" 3 8d ® 3" 3 4) SIMPSON CLIPS 0 24" 0/C FOR ENTIRE BALANCE 5 �.J 01 FIELD NAILING 8d 0 12 81d 0 12" 8d 0 12,� 8d 0 12 OF WALL LINE. (P 5) NAILS TO BE 8d HOT DIPPED GALV. OR 8d COMMONS. SILL PLATE 13 THICKNESS 1 1/2" 11 1/2" 1 1/2" 1 1/2" 6) EXTERIOR RATED 0. S. B. w/ EQUAL ALLOWABLE til STRESS & THICKNESS AS SPECIFIED PLYWD. MAY BE LS90 SUBSTITUTED. CLIP - BLOCK' LS50 LS50 LS90 TO PLATE 0 24" 0 16" 0 20" 0 14" 7) ANCHOR BOLT WASHERS TO BE 2" SQ. x 3/16" THK. ANCHOR BOLT' 1/2" 0 34" 1/2" 0 24" 1/2" 0 11" 1/2" 0 8" 8)PREASURE TREATED DOUGLAS FIR REQUIRED. N 0 V 2 0 IN Fil I T , 1� 01 Lo O cn U (i- - V •� 0 �.J 01 U � (P Q � til 0 V Ln O ca a Fil I DRAWN D, J. C, DATE DEC 2 2003 JOB NO, PENN RES, SHEET OF 3 SHEETS T , O cn DRAWN D, J. C, DATE DEC 2 2003 JOB NO, PENN RES, SHEET OF 3 SHEETS SITE PLAN Scale: 1 in = 20ft. Oin. POOLDESIGN.NET �e D �-;Ar_ r„ PD Dr, BUTTE COUNTY BUILDING DIVISION APPROVED 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 3 (954)941-11 infoswimminoo ol�Iaf�cerrX T FENN RESIDENCE 1814 PASATIEMPO DRIVE D U R HAM, CA. 95938 Ut I AILD ELECTRICAL DETAIL TO SERVICE G.F.I. I OOUTLET AIR AIR BLOWER DECK DETAIL JUNCTION BOX locate 8" min. above water line. LJ 4" MIN. PANEL ------ -- ' I ' 8OMPACTED FIL� C L NA OR i FOOTER W/ 1 CONTROLER I #5 CONT. #8 AWG r---- I t SWITCHES--►� j 3 #12s IN 1/2" COPPER WIRE OR DANDY i CONDUIT LIGHT CORD EPDXY COATED I (IN CONDUIT) '---- 3 #12s IN 1/2 �aaM 7,�------------------ CONDUIT TRANSFORMER INSULATED COPPER WIRE min. EPDXY COATED 3" TI E CLOCK (IN CONDUIT) STEEL SCHEDULE SEE GUNITE/ �� r '8 AWG INSULATE SHOTCRETE WALL AND FLOOR 230v 230V 230v COPPER WIRE REINFORCEMENT AND SHOTCRETE PUMP PUMP PUMP GROUND TO POOL THICKNESS SCHEDULE PLAN STRUCTURAL DETAIL SLOPE DECK 1/8" PER FOOT FROM POOL. CONCRETE DECK DECK TO BE TOPPED WITH SLIP RESISTANT TOPPING ON COMPACTED FILL WITH NO ORGANIC MATERIAL 6" X 6" CERAMIC TILE 1 18" MIN. FROM TOP OF LIGHT TO WATERLINE r-, 300 WATT 12v REMOVABLE UNDERWATER UL LIGHTS FOR FLOOR AND WALL THICKNESS SEE GUNITE/ SHOTCRETE WALL AND FLOOR REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE PLAN PEBBLE TEC OR �-DIAMOND SRITE t-�-f-♦ PLASTER FINISH ROTOR MOTOR MOTOR STEEL POOL STEEL OVERLAP 1 HP STA -RITE 2 HP STA -RITE 2 HP STA -RITE a 48 TIMES DIAMETER PUMP PUMP PUMP ALL METALLIC ITEMS WITHIN 5.O- OF WATER'S EDGE OF POOL TO BE BONDED IMTH #8 SOLID INSULATED WIRE (W. 8 AMP 10.4 AMP 10.4 AMP listed) FROM POOL STEEL. ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS...... G.F.I. 60 GPM 100 GPM 100 GPM OUTLET 10' MIN. AND 20' MAX. FROM POOL JANDY AQUALINK RS JANDY POWER RETURN LINE ® I HP PUMP J LL - JANDY .2 -WAY VALVE CONTROL SYSTEM CENTER ® - JANDY CHECK VALVE 10.4 AMP N ® -SKIMMER 100 ft. - VALVE ACTUATOR NTS - NOT TO SCALE 5 HOURS INLETS 4 LIGHTS) 300 W 12V PUMP 2 HP 3 CARTRIDGE 525 S.F. SKIMMERS 1 MAIN DRAINS 2 PUMP SPA SPECIFICATIONS �- 0.4 AMP41 7 }t.-0 In. z 12 WAY 7 R.- Oin 4 FUNCTION JANDY CONTROL MAIN DRAINS O LIGHT(S) 100 W 12V �VALVE FILTER SLOWER 2 HP HEATER H F� 525 S.F. 2 O • AIR SPA MAIN LOWE a DRAINS Q 10.4 P PUMP AMP CHECK O 1-1/2" VALVE\ SLIDE MAIN POOL DRAINS WATERFALLPA aETS. POOL HLORINATOR R 0 2" SKIMMER 3 -WAY VALVE W/ JANDY ACTUATOR (TYP) 7' CLEANE JUNCTION SOX 5' MINIMUM FROM WATER 111" MINIMUM I I i i I 11 DEGREES MAX. A FROM PLUMS POOLDESIGN.NET 1 38' 6" CERAMIC LEGEND: O- RETURN LINE ® - ELEVATION AM flibmi - JANDY .2 -WAY VALVE 40- JANDY 3 -WAY VALVE ® - JANDY CHECK VALVE 6 ft. 8 In. BUTTERFLY VALVE ® -SKIMMER 100 ft. - VALVE ACTUATOR NTS - NOT TO SCALE ------ 0 21" � h < 4 11 17 1 LD % _ JSLOPE OF POOL BOTTOM NOT TO EXCEED VIN 7' 8" ANTIVORTEX MAIN DRAIN GRATE SECURED IN 5 PLACE SO TOOLS ARE REQUIRED FOR REMOVAL HYDROSTATIC VALVE WITH WELLPOINT GRAVEL SUMP 1 CAPTILE i ii A�—EDGE SWIMOUT DETAIL RAISED SPA DETAIL 18" RAISE WITHSPILLWAY TILE--> I DEC } I _ #3 STEEL I@ 17' 0/ HORIZONTAL i i i 100W12v. VERTICAL 18" MARBLE sr TILE SPILLWAYt-1 I 4 APPIKOVMLY- 35- 39" 38'-0" .1GHr 18 ft. Andy Main Drain 3 ft, Cavda cvuww Dawn 6 ft. 8 In. AREA 606 81 PERIMETER 100 ft. GALLONS 21,000 rai rain / 5 HOURS INLETS 4 'lau% t COUNTY 13UILDING DIVISION POOL SPECIFICATIONS APPIKOVMLY- LENGTH 38'-0" WIDTH 18 ft. MIN. DEPTH 3 ft, MAX. DEPTH 6 ft. 8 In. AREA 606 81 PERIMETER 100 ft. GALLONS 21,000 TURNOVER RATE 5 HOURS INLETS 4 LIGHTS) 300 W 12V PUMP POOL; 2 HP FILTER CARTRIDGE 525 S.F. SKIMMERS 1 MAIN DRAINS 2 CONTROLLER JANDY AQUALINK RS SPA SPECIFICATIONS LENGTH 7 }t.-0 In. THERAPY JETS 12 WIDTH 7 R.- Oin 4 FUNCTION JANDY CONTROL MAIN DRAINS 4 LIGHT(S) 100 W 12V PUMP 2 HP SLOWER 2 HP HEATER 400,000 BTU GAS GENERAL NOTES Structural 1, FOR FLOOR AND WALL THICKNESS SEE GUNITE/ SHOTCRETE WALL AND FLOOR REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE PLAN 2, FOR STEEL SCHEDULE SEE GUNITE/ SHOTCRETE WALL AND FLOOR REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE PLAN 3. All concrete shall conform to A.C.I. 319- 02, Concrete shall have a minimum compressive strength of 3000 PSI for pneumatically placed concrete (gunite/ shotcrete) 4. All reinforcing steel shall be intermediate grade deformed bars or new billet steel conforming to A.S.T.M. -15. Steel shall be bent, lapped and placed in accordance with A.C.I. standards and specifications. Piping 1. All pool piping shall bear the N.S.F. - pw seal of approval and shall be schedule 40 PVC minimum. 2. Water supply and disposal shall be so arranged that there is no cross connection with a domestic water supply or water disposal system and shall meet all requirements in building code. 3, Grate in main drain(s) shall have a free open area of four times the area of suction line. 4. No 90 degree elbows on suction piping 2 1/2" or less in diameter below grade. Other: 1. It shall be the responsibility of the owner/builder/contractor to insure that this construction complies with all applicable building codes and all safety requirements. POOLDESIGN.NET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 941-1124 ,tel - A FENN RESIDENCE PTION 1834 PASATIEMPO DRIVE DURHAM, CA. 95938 MINIMUM REINFORCEMENT ALL WALLS AND FLOOR #3 a 12- O.C. EACH WAY MIN. VERT. REIN. #3 @ IT O.C., FOR - ADDITIONAL VERT. REIN. (REFERRED TO AS ALTERNATE BARS lab]) SEE SCHEDULE, TABLE I) SHOTCRETE STEPS OR BENCHES AS NEEDED STANDARD 3 DZ RODCHORIZ. REIN. I I� L__� I i" FLOOR MAIN DRAIN, NO ADDTL ,,. THICKNESS REINF. NECESSARY 7 TO 5' RADIUS SEE UNLESS DRAIN CAN IS RADIUS NOTE 14 \ USED. 3 CAN IS USED, EXTRA TRANSVERSE REINFORCEMENT- {END 113 C SHOWN IN N3-10' LENGTH SPACED ON 12" CENTERS "DETAIL k'. BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) _ `DETAIL A :L&GIV DINAL SECTIONNAL MANUFACTURE LID WATER BOND i" 24" i" to" TROUGH BREAK MAX. MIN, "POOL DEPTH" IN FEET 12" (AS MEASURED FROM .DECK SLAB 6" TOP OF RETAINED SOIL) MAX. _ 3" AT D 3" 3" 2" RADE 24" MIN. MAX. T WATER 1 S. MIN. TROUGH OR i" ELEVATED 2 7 n 15" LAP 3- L ..OR... DETAIL D: POOL COVER VAULT DETAIL E: SHEER DESCENT NOT TO SCALE NOT TO SCALE *i" 2-N3 BARS MIN. SPACED 2.5" (OR tato BAR) 4� A TYPICAL SPA REINF. #3 0 17' O.C.E.W. MOIST CURE SHELL FOR MIN. 7 DAYS 11 (TYP.) "POOL DEPTH" IN FEET -L(AS MEASURED FROM Fe TOP OF RETAINED SOIL) 0 1 1 tFOR ADJACENT 2 HOUSE FOOTINGS OR PROPERTY " MIN. (TYP.) LINES SEE NOTE 2 3 THICKNESS OF 4 -SHOTCRETE (Is) SEE TABLE 1 5 7 i TOP OF POOLFLOOR BOND - BREAK TILE a � 17' SEE NOTE 9 r DECK SLA{ IV3" `-{OND BEAM REIN. 343 {ARS f (TYP. FOR ALL BOND BEAMS) ALTERNATE LOCATION OF BOND BEAM BAR (TYP) MIN. IT".) DETAIL B: CANTILEVER DECK NOT TO SCALE COPING EXPANSION JOINT TILE 11" DECK SLAB 1.5 MIN. i" (TYP) 41�d7� T •ilk t 7' MIN. (TYP.) a.vrtrvu ve• NOT TO SCA ALTERNATE PLUMBING EXPANSION JOINT LOCATION SCREW CAP, TO BE ALTERNATE: SELF REMOVED AS POOL OPENING POOL PLUG i IS DRAINED AT 1 SEND DOWN GRADE {OND BEAM a (TYP.) {ARS _ 3 2at3 * S" MIN. N3 {AR TO PUMP 3" MIN. SHOTCRETE {END AS OR� ALL AROUND SHOWN ELEVATED 2413 E.W. I TO HYDROSTATIC _1 I:-_ h_ ` RELIEF PIPE, 83 DIAGONALS r( BOTTOM 17' �30" SQ. Ti 17, PERFORATED. OR O *4" GRAVEL BASE UNDER POOL FLOOR. SEE NOTE i WH != t" MIN. uT7rr-I I L -IT I I - FLOOR REINF. TAILS 1i IN. LAP CONT. FROM ELEVATED SPA OPTION SPA TO POOL (EITHER DIRECTION, *IF GREATER THAN i" WALL THICKNESS IS REQUIRED FOR UP OR DOWN) AESTHETICS OR PLUMBING, A DOUBLE CURTAIN REIN. DETAIL 1: SPA CONSISTING OF N3 C 12" O.C. EACH WAY SHOULD BE USED "POOL DEPTH" IN IN FEET VERT. REINF. SEE FEET (AS MEASURED FROM SCHEDULE 2.0' FROM TOP OF OPTIONAL BOND WATER FEATURE) NOTE 17) BEAM PLACEMENT o iO -VERT. REIN. THIS TABLE 2 MAX. SIDE (SEE TABLE 2) VANISHING EDGE WALL SCHEDULE I 1 i„ COMPOSITE 2 3 4 5 I (SEE TABLE 2) VERT. i HOR. REIN. THIS SIDE N3 0 IT O.C. EACH WAY H 2 - X13 t. (i.0' MAX.) ' 3.0' VERT. i HOR, REIN. -t FOR TROUGH #31@ 12" O.C. X3 @ 12-O.C.. 1 i" LAP EACH END *24" "POOL DEPTH" IN FEET MAX (AS MEASURED FROM TOP OF RETAINED SOIL) Fi" o I! 24" MAX. O.C.E.W. 2 L 3 DETAIL'F: a DETAIL I SKIM NOT TO SCALE NOT TO SCALE "POOL DEPTH" IN FEET VERT. REINF. SEE (AS MEASURED FROM SCHEDULE TOP OF RETAINED OPTIONAL BOND SOIL, SEE NOTE 17) BEAM PLACEMENT 0 C1 -VERT. REIN. THIS TABLE 2 * - MIN. SOIL COVER SIDE (SEE TABLE 2) VANISHING EDGE WALL SCHEDULE 10" OVER DRAINAGE WALL HEIGHT VERTICAL t i„ COMPOSITE 1 '� 17' SEE NOTE 1 t FOR WHEN WALL SIDE #3 Q 17' O.C. 2.0 #3 0 12" O.C. 9 DRAINAGE IS NECESSARY 3.0 #3 0 12" O.C. 9 DRAINAGE COMPOSITE 2 1T 3"0 PERFORATED DRAIN PIPE r= MAX. 5.0 #3 @ 12" O.C. _NWRAPPED W/ DRAINAGE I 6.0 #3 @ 6" O.C. 10 - COMPOSITE FILTER FABRIC 7.0 *3 0 8" O.C. 11 AND SLOPED TO DRAIN BY 3 GRAVITY 2-M3 IF LOWER BOND BEAM IS 6" USED, LAP UPPER REINF. 6.0 ft. MIN. 1i" W1 LOWER REINF. EMBEDMENT DETAIL J: RAISED BOND BEAM ft. NOT TO SCALE �' -•� ti� OPTIONAL ROCK r PLACEMENT I I "POOL DEPTH" IIN FEET MEASURED FROM TOP OF RETAINED SOIL) E 0 24„ 1 MAX. 83 12" D.C. E.W. - - 2 * FOR GREATER HEIGHTS, ENGINEER SHOULD BE �- CONTACTED. 3 WATERFALL NOTCHED BOND BEAM NOT TO SCALE NOT TO SCALE DETAIL L: ROCK WATER FEATURES NOT TO SCALE t (SEE TABLE 2) 3" 01 VERT. i HOR. REIN. THIS _ SIDE #3 C IT O.C. C1 -VERT. REIN. THIS TABLE 2 rl SIDE (SEE TABLE 2) VANISHING EDGE WALL SCHEDULE 3" WALL HEIGHT VERTICAL t excavation must be in moist condition immediately prior to placement of shotcrete. -HOR. REIN. THIS H, R. REINFORCEMENT (in.) NORMAL SIDE #3 Q 17' O.C. 2.0 #3 0 12" O.C. 9 EXP. W/SL3 3.0 #3 0 12" O.C. 9 EXPANSIVE 3" (rYP.) 3" (rYP.) $16, 4.0 #3 IM 12" O.C. 9 MAX. MAX. 5.0 #3 @ 12" O.C. EXP. W/SL 6.0 #3 @ 6" O.C. 10 EXPANSIVE 7.0 *3 0 8" O.C. 11 I radii may be reduced up to 2.0' at any location if either of the following pool zoo' MIN. 8.0 #3 @ 8" O.C. 12 RADIUS 2-M3 (i.0 6" : 2.0' MIN. 6.0 ft. T T 4.17 EMBEDMENT 3.0' MAX. ft. VERT. t HOR. TROUGH MAX. 7.0 i" REIN. 83 @ 12- O.C. T19 i 20) 8.0 ft. ti"LAP-- 8.0 *DETAIL N: VANISHING EDGE 1' a NOT TO SCALE ab4 VERT. REIN. THIS SIDE (SEE TABLE 2) HOR. REIN. THIS SIDE t�3 @ IT O.C. /-I-2.0' MIN. /CARRY i" CENTERS OF VERT. REIN. TO 3.0' PAST RADIUS - *24" MORTAR ROCK ON TO POOL WALL ROCK ON BOND BEAM NOT TO SCALE HORIZ. REIN. M3@12"O.0 . VERT. REIN. H H SEE TABLE 3 (i.0' MAX.) (i.0' MAX.) RADIUS SEE NOTE 14 i3 @ 12" O.C., LAP EACH END MIN. 1t" D 5" THRU RADIUS ( EN NECESSARY) DETAIL H: *ALTERNATIVE PRESSURE RELIEF SYSTEM NOT TO SCALE SCREW CAP, TO BE DRAIN CAN REMOVED AS POOL INSERT IS DRAINED FLOOR REINFORCEMENT AS PER DETAIL A " C' (TYP.) • ___.�. r4" (TYP)" TO PUMP \-2at3 {ARS ■ENTAS 1i" _ SHOWN EACH WAY AND 2" DIA. HYDROSi'ATIC LAPPED 1i" WITH FLOOR RELIEF PIPE, BOTTOM 17' REINFORCEMENT, MIN. 3" PERFORATED. CLEARANCE FROM EARTH. �24" SQ --I 114"- t" DRAIN ROCK OR 0 -I *4" GRAVEL BASE UNDER POOL FLOOR. (SEE NOTE i WHEN NECESSARY) *HYDROSTATIC PRE -S -0 -RE RELIEF SYST i--- - X10" MIN. DETAIL M: FREESTANDING WALL NOT TO SCALE (SEE NOTE 20) 7" 7 D = DEPTH OF LOOSE 1 SOIL (FILL) OR LACK 4"I OF ADEQUATE SOIL 3• SUPPORT FOR MAX DEPTH SEE TABLE 3. =i �V �. EXCAVATION G SHOULD EXTEND LI: DOWN VERTICAL FOR (g N0. 2.0' A MIN. DEPTH OF 2.0' LLA. Ex mm4" BELOW LOOSE SOIL. (SEE NOTE 19) TABLE 3 �rF �f -i FREE STANDING WALL SCHEDULE POOL DEPTH MAX D, VERTICAL H, n. R. REINFORCEMENT PLAN NOT VALID 5.0 3 #3 C 12" O.C. AN ORIGINAL E 6.0 4 #3 C 12" O.C. 7.0 5 #3 C 8" O.C. AUTH. SI1 8.0 f p3 @ 4" O.C. NEIL At 'ALL FOR INADEQUATE SOIL SUPPORT ROB F NOT TO SCALE NOAF TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE Column -► Al VERT. REIN. 3" 01 113 9 i" O.C. VERT. i C1 C2 HORIZ. REINF. D1 3" 83 @ 12" O.C. excavation must be in moist condition immediately prior to placement of shotcrete. Soil C2t09ory - NORMAL EXPANSIVE' EXP. W/SL3 2.0'4.x' EXPANSIVE EXP. W/SL MAX. EXPANSIVE EXP. W/SL NORMAL EXPANSIVE 2.0' MIN I radii may be reduced up to 2.0' at any location if either of the following pool Pool Depth - RADIUS ft. (i.0 J7EIN MAX.)�, : 2.0' MIN. 6.0 ft. 6.0 EMBEDMENT 6.0 ft. (SEE NOTES 7.0 R T19 i 20) 8.0 ft. ti"LAP-- 8.0 DETAIL M: FREESTANDING WALL NOT TO SCALE (SEE NOTE 20) 7" 7 D = DEPTH OF LOOSE 1 SOIL (FILL) OR LACK 4"I OF ADEQUATE SOIL 3• SUPPORT FOR MAX DEPTH SEE TABLE 3. =i �V �. EXCAVATION G SHOULD EXTEND LI: DOWN VERTICAL FOR (g N0. 2.0' A MIN. DEPTH OF 2.0' LLA. Ex mm4" BELOW LOOSE SOIL. (SEE NOTE 19) TABLE 3 �rF �f -i FREE STANDING WALL SCHEDULE POOL DEPTH MAX D, VERTICAL H, n. R. REINFORCEMENT PLAN NOT VALID 5.0 3 #3 C 12" O.C. AN ORIGINAL E 6.0 4 #3 C 12" O.C. 7.0 5 #3 C 8" O.C. AUTH. SI1 8.0 f p3 @ 4" O.C. NEIL At 'ALL FOR INADEQUATE SOIL SUPPORT ROB F NOT TO SCALE NOAF TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE Column -► Al A2 A3 01 52 03 C1 C2 C3 D1 D2 D3 excavation must be in moist condition immediately prior to placement of shotcrete. Soil C2t09ory - NORMAL EXPANSIVE' EXP. W/SL3 NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP.W/SL I radii may be reduced up to 2.0' at any location if either of the following pool Pool Depth - 5.0 ft. 5.0 fL 5.0 ft. 6.0 ft. 6.0 ft. 6.0 ft. 7.0 R 7.0 R 7.0 ft. 8.0 ft. 8.0 ft. 8.0 R I utilize the 10.0 foot pool depth schedule). depth, ft, ab4 is i ab is ab is a Its ab is ab is ab is a Its ab is ab is ab Is ab is depth, ft. I descending slope then the engineer should be contacted to determine in writing 0.0 0 6 0 6 0 6 0 6 0 6 0 6 0 a 0 6 0 7 0 6 0 6 0 7 0.0 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 2.5 - 3.0 3.0 3.5 _ 3.5 4.0 I a 4.0 4.5 7 7 7 4.5 5.0 0 a 0 6 1 a 7 7 a 8 5.0 5.5 _6.0 _ -- -- -- 0 -- 1 a 0 -- 8 7 1_ i 7 - 9 10 7 7 8 5.5 6.0 6.5 7 11 _7 i 9 _ 6.5 7.0 1;` a i 1 a 1 9 i 10 7.0 7.5 8.0 9 11 7.5 1 6 1 6 2 9 8.0 FLOOR 0 6 1 0 6 0 a 0 a 1 0 6 1 6 0 6 0 6 1 1 6 0 6 01 6 2 7 FLOOR Column -- E1 E2 E3 F1 F2 F3 G1 G2 G3 TABLE 1 FOOTNOTES soil 1 • For use with normal (Not (see Note 1, General Nott esionlesses). 2. For use with expansive (cohesive) soil or normal soil retaining ascending 2:1 slope. S011 Catayory NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL Pool Depth -► 9.0 ft. 9.0 ft. 9.0 ft. 10.0 ft. 10.0 ft. 10.0 It. 11.0 ft. 11.0 R 11.0 ft. depth, ft. ab IS ab tS ab Is ab IS ab is ab tS a I is ab is ab 71 is (see Note 1, General Notes) 0.0 0 6 0 a 0 7 0 6 0 a 0 7 0 a 0 6 0 7 3. For use with expansive soil retaining an ascending0.5 1 1.0 (see Note 1,General Notes) 1.5 4. ab, Alternate Bars (# of vertical alternate 2.0 reinforcing bars, in addition to #3 • 12" 2.5 0 0 0 0 0 0 0 0 o.c.). Extend ob bars to end of wall/floor 1 2 3 2 0 radius except as noted under FLOOR -3.0 - 2 3 2 3 3 requirements, see note 6. 3.5 -5. ts, Thickness of Shotcrete (minimum 4.0 shotcrete thickness, inches). "ab" 4.5 6. Under column: number indicates distance in feet 5.0 that alternate bars should extend 5.5 7 7 past the wall/floor radius. a 7 77 Under "ts" column: 6.5 7 7 i a 8 7 7 7 7 number indicates thickness in inches of floor shotcrete where 7.0 a i 9 7 a a 7 7 8 alternate bars extend post the 7.5 a 9 10 7 9 9 i i g wall/floor radius. 8.0 i 9 12 a 10 9 9 9 l0 7. For the "Exp./w Sl." soil category at the 8.5 8 9 12 i 11 10 9 10 11 10.0 and 11.0 foot depths, all alternate 9.0 _ 1 6 2 -- 7_3 --1 11 9 12 11 10 11 12 born [ab], should be 114 bars. 9 12 12 11 12 13 10.0 2 7 2 9 3 11 11 13 14 10.5 11 15 11.0 2 8 3 11 3 14 FLOOR' 0 6 2 7 3 7 1 7 2 7 4 8 2 7 2 7 4 8 GENERAL NOTES 1.Normal soil assumed to have the following properties: j between the pipes and any parallel reinforcement. If metal piping is used and Equivalent fluid pressure= 35 pounds per cubic foot (PCF) I is placed in shotcrete, it shell be wrapper with visqueen or heavy brown paper, Unit Weight = 120 PCF I except where it passes perpendicularly through the shotcrete. Expansive soil assumed to have the following properties: 110.Soil sholl have minimum bearing value of 1000 psf, 1500 psf for freestanding Equivalent fluid pressure = 50 PCFI walls. Unit Weight 125 PCF Expansive soil retaining an ascending slope assumed to have the following112.If 111. Shotcrete shall be placed on or against firm native undisturbed soil. expansive soils (clays) are the properties: encountered, sides and bottom of the pool Equivalent fluid pressure = 85 PCF excavation must be in moist condition immediately prior to placement of shotcrete. Unit Weight 125 PCF The above stated equivalent fluid pressures foAr the indicated soil types are 113.If ascending slopes greater than 2:1 are encountered, the engineer should be I assumed values. Actual latero/ earth pressures can vary. Unless stated in writin#, no on-site geotechnical analysis was /performed by our firm. We ore contacted before proceeding. 114. Minimum radius for wall to floor transition for straight walls is as follows: I qualified to provide Peotechnical consultation on this project if desired. i Depth. ft • Min. Radius. ft. Depth. ft. Min. Radius. ft. 2.For adjacent structures: For footing distance (L) away from pool edge, add the I 2.0 7.0 4.0 following increase in depth to the pool when determining reinforcement and 6.0 3.0 8.0 5.0 shotcrete requirements from TABLE 1. I 1 *Exception: For pool walls up to 9.0' in height, the above minimum wall bottom L=0 to 1.9 ft., add 3.0 ft. to pool depth I radii may be reduced up to 2.0' at any location if either of the following pool L=2.0 to 4.9 ft., add 2.0 ft. to pool delpth I layout conditions exist: L=5.0 to 7.0 ft., add 1.0 ft., to pool depth a) Curved freeform walls that have a plan radius of 10' or less. (For example, if the pool is 6.0 ft deep„ use the 8.0 I b) For straight walls if the location is within 9.0' of a pool corner. ft. steel schedule to build the pool.) All iternote bars should extend to top of bond beam 115. All electrical shall be securely grounded before shotcrete is placed. 3. Shotcrete (wet or dry [commonly known as gunite]) shall be proportioned and 116.All applicable state and local laws and codes shall be followed. placed according to U.B.C. section 1924 and ACI 506. Cement to aggregate, in dry weight, shall not be less than five to one. 117, The design assumption was made that the pool is empty all of the time, 4. Design based on 28 day compressive strength of 2500 psi. I consequently any combination of pool depth and raised bond beam may be I utilized as long as the maximum 11.0 foot depth of the plan is not exceeded 5. All reinforcement shall be grade 40, meeting ASTM A615 standards. Lap splices (for example, a 4.0 foot raised bond beam and a 6.0 foot deep pool would shall be at least 40 bar diameters. All bends shall be sharp (min. clearance I utilize the 10.0 foot pool depth schedule). between parallel rein. bars is 2.5"). U.B.C. sections 1907, 1912, and 1924 shall be used as a guideline. 118 -If the raised bond beam portion exceeds 2.0' and serves as a retaining wall I 6. In areas where the steel reinforcement is forced together due to curvature ofI for soil, the raised portion should have wall drainage installed as shown to prevent build-up of hydrostatic pressures. the wall, 1-;f 4 bar may be substituted for 2-#3 bars in order to maintain the I minimum 2.5 inch spacing. 119.For freestanding wall applications, the base of the freestanding wall should 7. For areas where a ramp has been excavated and backfill is not compacted to a I extend into firm native soil (min. 1500 psf bearing) a min. of 2.0'. If this minimum of 90 percent of the maximum dry density of the ASTM D1557 I is not accomplished in the normal pool excavation, the engineer should be Compaction Test, reinforcement should consist of )f3 bars at 6 inch centers, each) contacted before proceeding. way (both horizontal and vertical). The extra horizontal reinforcement should 120. Site conditions that require the use of a freestanding wall usually involve extend 3 feet past the edge of the ramp excavation on either side. Shotcrete I construction of the pool on or near a descending slope. If the base of the cover over the reinforcement on the outside of the pool should be increased freestanding well excavation is less then 7 feet horizontally from the face of a from 3 to 4 inches. I descending slope then the engineer should be contacted to determine in writing 8.If seepage resulting in ponding water is encountered in the excavation during I if a site specific soil investigation is warranted. construction, hydrostatic pressure relief and 4" thick clean gravel base (1/4"-1")121.Any condition not specifically covered in this plan or unusual -conditions shall be installed under the pool floor. 1 encountered during excavation shall be brought to the attention of our office 9.Up to 2 inch diameter pipes may be placed in the lower outside corner of the before proceeding. I bond beam provided a minimum of 1.5 inch clearance is maintained (cont.) 122.PLAN IN COMPLIANCE WRH 2001 CALIFORNIA BUILDING CODE. ESS /0, Fy V7 Z z 44619 m ).3/06 50, UNLESS BEARING ILUE SIGNATURE iNATU RES: IDERSON IOLMER SMITH