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HomeMy WebLinkAbout079-250-028t tt�S ENCROACHMENT fI LLE ► „r •.► r.� b?;p,iWUPPER PALERMO, f. OROV (� +M CORPE NSF(COV, GAR) �,, .! • y :f;f 079-250-028 :,MISCELLANEOUS Private Pool ING ROUN • FI B ERG LASS POOL PALERMO6379 UPPER RD •.. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6379 UPPER PALERMO RD Owner: Permit NO: B08-0855 APN: , 079-250-028 IRVIN, TODD Issued Date: 06/24/2008 By TMP Permit type: MISCELLANEOUS 6379 UPPER PALERMO RD Subtype: Private Pool OROVILLE, CA 95966 Expiration Date: 06/24/2009 Description: INGROUND FIBERGLASS POOL (530) 533-3533 Occupancy: Zoning: ARMH Contractor Applicant: Square Footage: AKS CONSTRUCTION INC AKS CONSTRUCTION INC Building Garage Remdl/Addn 651 14TH ST 651 14TH ST COLUSA, CA 95932 COLUSA, CA 95932 Other Porch/Patio Total (530)458-8700 (530)458-8700 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 Total Charged: $591.32 Fees Paid: $591.32 Balance Due: $0.00 Receipt No: B7302 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License AKS CONSTRUCTION INC 582021 / C53 C8 / 11/30/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY FIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (common with Section 7 f Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full r and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects XAT-t-06/24/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ContractorsSignature Date ❑ 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 WORKERS' COMPENSATION DECLARATION - OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund policy Number: 1759783 .Exp. Date:1213112008 Contractor's License Law.). (This section need not be competed if the permit isoror one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' X 06/24/2008 compo on provisions of S ion 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provi ons X 06/24/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Cty to anteroabove mentioned property for inspection purposes. I hereby certify that I am the P P rty owner or am aurized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY $rL L -A,06/24/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Narft of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ OwnerJam';Contractor OR. ElAgent for Owner DAgent for Contractor ---ApI 1LJ%_*N9F COPY Lender's Address City State Zip 47-1 L -F_ BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* * NO OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 6�1 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds rBIN # PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. APPLICANT INFORMATION OWNER INFORMATION Last NP Address 't 1qv Si V I City To DD Milin Address vi PhoS13neo 8 iN-7 o o Fax 7 3 o y S 8 t Y rno Cit Lic.4 Sate i L 9 t✓ b Pine Fax 530• S E-mail APPLICANT INFORMATION CONTRACTOR Name Or,��ST V C,t on \nC Address 't 1qv Si City Cel,, s City St zip Zip95 13L_ PhoS13neo 8 iN-7 o o Fax 7 3 o y S 8 t Y E -mai C�'llne o0\ � Lic.4 CIIFN 3 I APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zipy'� 3 2 City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Nam � � SA�A2A2 Addr . S'r City Stat,,,. Zipy'� 3 2 Phony 3loc� Fax E-mail ' APPLICAN SIGNATURE X PROJECT LOCATION AP# 03b - 300 - 069 - 000 Q q _ 2.50-OP- Propert ress u City OgoytLLP WORKER'S COMPENSATION Policy Number 00 2 _ O Carrier Fv>r,d If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: on e et ece- ooL gest&n L Sq FT- Living Garage Open Cov ❑ Structure Built without Permits• ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. .Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538 -7171 -Fax www.buttecounty.net/dds C Q0. i 0 O 0 0 �1.i 111$��0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0855 Date: 05/12/2008 Location: 6379 UPPER PALERMO RD By: KEJ Parcel Number: 079-250-028 Sub Type: Private Pool Owner Name: IRVIN, TODD Phone: (530) 533-3533 Description: INGROUND FIBERGLASS POOL By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of &ading and/or other permits or other santions provided by law. PSigned: -Y,Date: 05/12/2008 Title:�� FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municil)alcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0855 Date: 05/12/2008 Location: 6379 UPPER PALERMO RD Parcel Number: 079-250-028 Owner Name: IRVIN, TODD Phone: (530) 533-3533 Description: INGROUND FIBERGLASS POOL Signature of Applicant: FILE Date: 05/12/2008 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 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 (8500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 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 iwith licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does 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.). ❑ I am Exempt under Article 3 of the BBBuusines and Professions Code Date: B� /R-aC Owner:.�'�`*" WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent toi 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. ❑ 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: Policy #: certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: d—/ Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), 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 I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Address: PERMIT NO. BP052789 Issued Date: 06/12/2006 APN: 036-300-068-000 Site Address: 6379 UPPER PALERMO RD ORO Map Index: Description: NSF (4808), COV(1530), GAR(1232) Owner: IRVIN TODD R & RONNIE K TAMURA 13 WESTWOOD WAY OROVILLE, CA 95966-9229 (530) 589-0299 Applicant: IRVIN TODD R & RONNIE K TAMURA 13 WESTWOOD WAY OROVILLE, CA 95966-9229 (530) 589-0299 Contractor: ECONOMY BUILDERS COMPANY P O BOX 150 OROVILLE, CA 95965 (530) 532-8038 License. #: 653238 Architect: Engineer: AUSMUS ENGINEERING otal.Square Ft: 7570 S.F. Valuation: $366,568.00 Census Code: W,,-# /, .Z/ff)/ This permit Is hereby issued and a applicable provisions of the Butte County Code and/or ResolUtion4to do work indicated a46ve for which fees have been paid. PERMIT EXPIRES ON: la -1-2—o? Date: fU_! v� ❑ I 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 reprissentalives of Butte County to enter upon the above mentioned property for inspection purposes. Print Nama• . ���JL X .Z, Signature: Dale: B ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor b. G. eunaing vermn ui-io-uv pg i 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 r • **PLEASE PRINT CLEARLY** OWNER Last Name n I/ Ty /� first NawQ� Address L/NE L 116 - City "Z 0VL G State Zip . Sq Phone,_,,_ _ Fax E-mail , ARCHITECT/ENGINEER CONTRACTOR Name JO Y'v < Co /� E Address ZipgS 2 i City Fax S:3 3 y3 — G'31)_0 State Zip Phone iL Fax E-mail Planner Lig#53 23v C ss ARCHITECT/ENGINEER Name QS /bl Q,S Address -0 ox SII 5 City 0-///&0 State ZipgS 2 i Pho e1r_30 S 2 ^ 2�� Fax S:3 3 y3 — G'31)_0 E-mail State License NuT], Subdivision Name Map iL APPLICANT NAME Name �— Address L '-✓ R Z_' ell- City64 p vl L L State Zi S,9 Pho &3O Ssf-02 Fax E-mail �j APPLICANT SIGNATURE X For office use only: Zoning I Ag. 5 1 Flood Zone Cross Street P//,v G/1 SRA L Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: r PERMIT NO. BP0 5 27$ BIN # 8-10 LOCATION AP# �� C Pr edy Address CJ (541uo X16 City 62o V& Cross Street P//,v G/1 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 1t4L err Sq. Foots J q X70 COV 530D 6 232 ❑ 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. OVER FOR SUBMITTAL REQUIREMENTS II K WORMS\BUILDING F0RMS1BIdgApp1SubRgmts.doc Page 1 of 2 Received by: K 6, Receipt #: qq cog 9 Date: 10- 10-05 Amount: 1'TolU a Bldg 2-00 (1 SRA Sheriff SMIP n Other 2 . 5 Total REV 6-16-04 M SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: q;,--, .L -- 3�Site tiPl ns, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sees tiigineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. o 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 GRAPH PAPER! ❑ 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 K: FORMSSUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ile-LII^j E.H. USE ONLY Piot Plan Attached ✓ Flow Plan Attachad Sent to ®.D. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well ✓ Clearance for �/ dwelling. Other 2,05.6 R-ty- A .cam 9 01 - Hold final for: Final clear n , e 0. K. for: NOTE: Environmental Hea 8/96 BPO 5 Z7Z9 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING D/VISIOA 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ml i n ASSESSOR PARCEL NUMBER 036 -300 - O (DS Proposed Building Use: tis E 11� effi,I l Y�Permit Technician: �. V ' Date: Ite s required in order to apply for a permit. All -boxes MUST be checked OR marked NA in order to apply. 9314 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� s tamped and signed calculations. �j 4 4. Engineered truss details and layouts in duplicate. No faxesl �p I 5. Letter from Engineer or Architect for truss design review. s'_6q 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential` buildi6gs. ❑/ 12. Hazardous Material Form Nn.iN 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other SMSRem ining items needed to issue the permit. (May require additional plan review upon receipt of th following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chi�roville, as applicablet Ftrx�f 2 ❑ 16. Fire Sprinklers......................................................................... .6. i0/lo% ................... ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required........................................................................ N6" 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the Ciy of Biggs ............................ _ � 23. California Department of ForesW(B)Parking: plan approvalaid. Sent by: td�4� Or ,l- l 9 PP () W(B) 9 ()-......... . 24. Planning approval for A Use: B Parkin : C Parcel Check: .... i�... t� D ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ `� =A1 26. NPDES Form............................................................................................. 9�:)A 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization ....................................... y........................ 32. Recorded copy of Agricultural Acknowledgmen t-Statement..�U.6....��............. 33. Existing rviolations and/or expired permits.... �.:.:..•................. I......................... ❑ 34. Deed, Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone -c2r) S„Da x wr&r and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: �/� Date: 1. Index permit application for the abo i e s mbered: Plan Check Letter 2. Additional items required 4 y}' Contractor, designe owner was advis o t above data by phone, O mail, ❑ counter, by Date: 2 q Contractor, designer, o ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ hone, ❑ mail, ❑ coun er, y Date: Plans reviewed by: .fin Date: Plans approved by: zlt4oc Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES —BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds �7q_250-09 OWNER TI) VI rl A.P. # ; v PROPROSED BUILDING USE W S � Q .1�j �} Q i DATE 1. BUILDING PERMIT FEES 1 ' ( RECEIPT # DATE REC. -- Balance Due... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ �2. SCHOOL DISTRICT FEES Oro H h (paid at School District Office) (form avails le after Plan Check 2: �( ��� �^ 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEESl'Q+(� (paid at Recreation District Office) (form available after Plan Check) 05. RESIDENTIAL DEVELOPMENT IMPACJFEES COUNTY WIDE (per dwelling) $ 1� CO . CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 3 CP . G lip 9. DRAINAGE FEE 10. OTHER 11. OTHER SS 73's5" -/ P, -06 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE &— /O -OS 0c Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) BUTTE OUNTY (DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (P.RPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Q q ` 25O - �2$ Building Permit Number 527 Property Owner (s) Znl�(1 n Project Location /Address �r �'Q�erril0 Q_rOUI I�P �C Subdivision Name Assessable Sq. Ftge I $Q Type of Residential Development (check one) New Development �/ Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Comments: Department Repr9&s ntative Date 0 FRRPD ❑ CARD ❑ PRPD 0 DRPD certifies that: Applicant Name . Phone Number Address City verified by Building Department State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No by Payment of: Dwelling Units @ $ Square Feet @ $ Remarks: Paid by Check No: 1 Paid by Cash: and Park District Representative per unit for a total of $ ff)& .OD - per sq foot for a total of $ Receipt No: 1 -5 —_ -BUTTE - COUNTY SCHOOLS IMPACTFEE CERTIFICATION FORM (One form per Building) School District Drovik on .90h St1. Building Departme . n 0. A.P. NumbeAr ()rlq - (72.q, - Jurisdiction: city County Property Owner X1110 Property Location/Address 7�A oq2. nsvo Subdivision Lot No. Residential Development JSq. Footage. M No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # J1,V foundation inspection ....................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/industrial New Addition Sq. Footage (including Exterior Roofed Areas) Date I Identification No. 06 262 I "fILL 111)[M 4'6A School District certifies that \11eiv i r117 (Applicant) 22 x (Street Address) (Phone Number) CA (City) (State) (Zip Code) nn h . as , 'complied with the requirements of. Resolution No. d s 19U by payment of $ Vr L) repres nting —square feet.�2926 $ VBL MITIGATION $ KAS-D School District Representative Date Paid by Check # Remarks: tf-- 0-J),ki1 �A - V tx 14,i, -cd - - _') I W I � Nodce: You may protest the Imposition of the fees identified above by subrriltling a written protest to the District, In cornpilance with Government Code Section 66020(a), within 90 days from the date is" are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. lf, subsequent to the School District Repretmteffive signing this Butte County Schools Impact Fee Certification Form, the School Dbtrict is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environments! Quality Act (CEQA), this project may be subject to additional school fen to fully mitigate Itii Wnpact on the school distrIcift schools. White (school district), Yellow (building department), Pink (applicant) feeform-As (305W= 0 01o/2S%- 0Z� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0061467 Recorded I REC FEE 10.00 Official Records I County of I COPIES 2.50 But I CANDACE J. GRUBBS I County Clerk-Recorderl I I LV 02:11PM 10 -Oct - M I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT) III I IIII I III) ILII II IIII I II 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: -Q-E Date j D 0 e, oJ57o PROPERTY OWNERS: State of California County of .,9071-6 V personally appeared � / k Ni n Q v a` , ,,, P �Cc e 7�-n��-✓p'Dersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) 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 ,N.,the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signatur Q eal: A MC CANLESS JEAN Comm. # 1339870 to N NOTARY PUBLIC•CALIFORNIA Butte County My Comm. Expires Feb. 6, 2006 '� ...,y lwyvll Order No. BU -213521-3 KB Description The land referred to herein is situated in the State of California, County of Butte, and is described d as BEING A PORTION OF LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED "M PALERMO AND SU13DMSION NUMBER 1 AND 2 WITH ADDITION NT NO. I OF OF PALERMO CITRUS TRACT" THE RECORDER OF THE COUNTY OF UTTE, ST E OF WAS CAL ARCA ON CORDED IN HE OFFICE OF THE AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SEPTEMBER 17, 1888, BEGINNING AT A POINT ON THE SOUTHERLY BOUND ARY OF STHE SOUTHEAST CORNER OF SAID LOT A BEARS EASTERLY, A DISSTTANO E OF 2LT A21336.9WHICH FEET SAID POINT ALSO BEING ON THE WESTERLY BOUNDARY LINE OF 2136.98 FEET SAID POINT ALSO BEING ON THE WESTERLY BOUNDARY LINE OF A PARCEL OF LAND A DESCRIBED IN DEED TO RALPH E. BRERETON, ET UX, RECORDED MAY 28, 1963, IN BOOK 1248, PAGE 97, OFFICIAL RECORDS; THENCE CONTINUING ALONG THE SOUTHERLY BOUNDARY OF SAID LOT A NORTH 89 DEG. 15' 25" WEST 541.69 FEET TO THE SOUTHERLY EXTENSION OF THE EASTERLY BOUNDARY LINE OF BLOCK 113 OF ITION To "SUBDIVISION NO. 1 OF THE PALERMO CITRUS TRACT", ACCORDING TO THE OFFICIAL MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTT STATE OF CALIFORNIA, ON JULY 23,1888; THENCE ALONG THE SOUTHERLY EXTENSION OF THE EASTERLY BOUNDARY LINE OF SAID BLOCK 113 AND THE EASTERLY BOUNDARY LINE OF SAID BLOCK 113 NORTH 03 DEG. 43' WEST 670.76 FEET TO THE NORTHEAST CORNER OF SAID BLOCK 113; THENCE ALONG THE NORTHERLY BOUNDARY LINE OF SAID BLOCK 113 NORTH 89 DEG. 39' 36" WEST 536.50 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF CITRUS AVENUE; THENCE ALONG THE EASTERLY BOUNDARY OF AVENUE 300.0 FEET; THENCE SOUTH 89 DEG. 39' 36" EAST 1167.57 FEET; THENCE SOUTH 9 DEG. 01' 32" EAST 782.32 FEET TO A POINT ON THE NORTHERLY BOUNDARY LIEN OF AFORESAID BRERETON PARCEL; THENCE ALONG THE NORTHERLY BOUNDARY LINE OF SAID BRERETON PARCEL, SOUTH 88 DEG. 55' 45' WEST 225.58 FEET TO THE NORTH CORNER OF SAID BRERETON PARCEL; THENCE ALONG THE WESTERLY BOUNDARY LINE OF SAID BRERETON PARCEL, SOUTH 0 DEG. 56' 55" EAST 197 BEGINNING. .00 FEET TO THE POINT OF APN 036-300-068-000 Page 4 AND' WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0061467 Recorded I REC FEE 10.10 Official Records I County of I COPIES 2.56 But I CANDACE J. GRUBBS I County Clerk-Recorderl z I I LU K:IIpN IG -Ort -M5 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMINT' I1 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: ,_Q4C 4777-4C1146 Date l D D c, a070 � PROPERTY OWNERS: State of California County of 4_&171-6 . Don 'before me, n �h L V5 personally appeared' P kce- 7�,,n i�� Dersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand.and official seal. Signature !� eal: ANLESS JEAN A. MC C rn A.P.4 OVA - %a Q�� ��® NOTARYUBLIC-CA�LIIFFORNIA �+ Butte County My Comm. Expires FeE.6,2006 "� Order No. 13U-213521-3 KB Description The land referred to herein is situated in follows: the State of California Cou my of Butte, and is described as BEING A PORTION OF LOT A, AS SHOWN ON THAT CERTAIN MAP PALERMO AND SUBDIVISION ENTITLED PALERMO CITRUS TRACT SER 1 AND 2 WITH ADDITION TO NO. 1 MAP OF RECORDER OF THE CO WHICH MAP WAS RECORDED IN OF THE AND BEING MORE pARTI U OF DESCRIBEDTATE OF AS FOLLOWS: OFFICE OF THE RS: ON SEPTEMBER 17,188g, OLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY BOUNDARY OF SAID LOT A FROM SAID POINT CORNER OF SAID LOT A BEARS EASTERLY, A DISTANCE OF 2136.98 WHICH POINT' ALSO BEING ON BEING E THE �S �RLY BOUND THE WESTERLY BOUND ANE LINE OF 2136.98 FEET SAID DESCRIBED IN DEED TO RALPH E. BRERETON, ET BOUNDARY LINE PAYRCEL OF LAND AS 1248, PAGE 97, TO RECORDS BOUNDARY OF SAID LOT A NORTH 89 DEG.15'25" WEST S'IN 69 28, 1963, IN BOOK n --.CE ALONG THE SOUTHERLY EXTENSION OF THE EASTERLY BOUNDARY LINE OF BLOCK 113 O FEET TO THE SOUTHERLY "SUBDMSION NO. 1 OF THE PALERMO CITRUS MAP THEREOF, RECORDED IN HE OFFICE T THE RECORDER A F ADDITION TO TRACT", ACCORDING TO THE OFFICIAL STATE OF CALIFORNIA, ON JULY 23, 1888, THENCE ALONG HE SOUTHERLY OF THE EASTERLY BOUND QTY OF BUTTE, BOUNDARY 3 SAID BLOCK 113 AND THE EASTERLY BOUEXTENSARY ION LINE OF SAID BLOCK 113 NORTH 03 DEG. 43' CORNER OF SAID BLOCK 113 • WEST 670.76 FEET TO THE NORTHEAST BLOCK 113 NORTH 89 DEG. 39 THENCE ALONG THE NORTHERLY BO BOUNDARY LINE OF CITRUS AVE 'NUE ST 536.50 FEET TO A POINT p HEEASOTEl� AVENUE 300.0 FEET _ , THENCE ALONG THE EASTERLY 9 DEG. 01' 32" EAST 78 32 FEETO TO ABPOINT ON 36" EAST 1167.57 FEET BOUNDARY OF AFORESAID BRERETON PARCEL THE NORTHERLY BO ' THENCE SOUTH SAID BRERETON PARCEL, SOUTH 88 DEG. ALONG HE NOR UNDARY LIEN OF CORNER OF SAID BRERETON PARCEL; THENCE TREBLY BOUNDARY LAVE OF FEST 225.58 FEET TO THE NORTHWEST OF SAID BREREI'ON PARCEL, SOUTH 0 DEG. 56�SSO" EAST 19 pp FE LY BOUNDARY UND OI LINE TO THE POINT OF APN 036-300-068-000 Page 4 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ��PERMIT � NO. (e �� le267t , Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.`S ZONING OWNER PHONE NO: OWNER'S ADDRESS . / •S� L ler✓ �' ,�� U� LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE 410 X--kC- -_ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING 44/0.(/,6/� 6 ROOF COVERING efo FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $9 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT&JO�- nim4�ffi SIDES tQ6 n A168Un7 REAR l✓en AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date�;L-e)i""0C Permit Fee -$109.98 Signature of Owner The above described AG Building is Receipt No. & � 7- (2K-* //qs) Managerpaildi White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant from a buildinq permit. Date --� BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES U 7'COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is'defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.0 7 17 _ ;t.sO _ O a ZONING OWNERPHONE Th �/ NO: 530-3.2 OWNER'S ADDRESS , /l S� LOCATION OF BUILDING . LJ � � Ei't.•�r D /� .So -ter_" �� .fT USE OF BUILDING SIZE OF STRUCTURE _ 410 -'X ,�_' = -2L!660-0 SO. FT. v, TYPE OF CONSTRUCTION: WOOD FRAME —,K— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING 44 w G ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ z�ar�90 Ci AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: '�('��nr►�r. v� FRONT-n►mO/Jt SIDES 462M1,1110217462M1,1110217462M1,1110217 REAR 6 f AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from,a commercial building. AG Buildings greater than 1000 sq. ft: in floor area shall be°located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a,commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 02-69 — O 6 Permit Fee -$109.98 r Receipt No. /W�.5�' 14'1 Signature of Owner The above described AG Building is ManagerBuildin�q�L7ivision White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant from a building permit. Date "---*-....*���...r-r^-ti_...--�r•-'�--•--�'...-r..-.-r*-n•-wv-.. .y ..,1„r� 1 +w:r��,, rrrr���F.. �--..�-...-...++....-,...-,«.•-�•,�� .. �. �.-� r BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES b 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ° PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 0 717- a� ^ fQ - O A ZONING OWNER To Z)A 1/ 274/ PHONE NO.. Sao-3�1- 174A.7 -- OWNER'S ADDRESS/ Sh LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE 'x--40 =-Z4100 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME _ K STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING Cep FLOOR TYPE Cc�vC/�F'7' L— ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT-SSIDES Q0 rn"7"AUrn REAR �� �r»��►,m�m AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. '""•- ', SAG -Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 1122-09 019 Permit Fee -$109.98 Receipt No. oka- l Signature of Owner ��..� White — DPW, Yellow — Assessor, Pink — S. I., Goldenrod — Applicant ALAuSMUS R1�t4iFF.R1NG �n n�n�--�n n� ^nn^Onn^^��^n^ Civil Engineering and Design PO Box 5115 Chico, CA 95927 • (530) 521-2648 eda@ausmusengineering.com TRUSS CONCURRENCE LETTER October 1, 2005 Ausmus Engineering has reviewed the Truss Calculations provided and approved by: h ` Endeavor Homes Oroville, CA 95966 Dated: September 22, 2005 " The truss calculations were used in conjunction with the structural design for single story residence named: Irvin Residence Eric D. Ausmus, P.E. Ausmus Engineering Page I of EAWork\Ausmus Engineering\2005 MProjects\Irviin\Irvin_Truss.doc Butte County Departrnent of-Developxnel2t Services °e,�U! 7 County Center Drive Oroville, CA 95965 530 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building. plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: �'% 646 `Applicant Name:` 1.�� APN: 03 6 — 3010 - OAR Building site address: UAr9&< Ddb E� �/1 Permit No.: 0 S Z�q I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE Department of Public works a . C o u n t Y d j� ''.:'_✓ fY LAND DEVELOPMENT DIVISION ) . Michael Crump, Director Storm Water Management Program a� ® 7 County Center Drive CQ Oroville. 53 95965 A UN s (530 )8-7266 �Llp VyoF� (FAX) 538-7171 National P®llutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: O 34 3c2 0 - C 1-�, By siding below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soilwill• require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for 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: Title: 0 Date: SITE PLAN REVIEW APPLICATION Date: /DAZ-`O AP# ` —300 —06 Permit Number (if applicable) a S� % g / Bin Number APPLICANT INFORMATION Parcel Size: �U 9'3 acti,5 _ Y A ' Owners Name: Owners Address: Telephone No.: .Y Site Address: Proposed Use: Residential ' New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ 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 ❑ Industriaf Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) Zone: GP: ho Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date67 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: 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 ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: _AV- S General Plan: Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front oZa 1 Side /Q1 Side Street Rear 0 , Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: Deeds: t� 7d� Date of Creation: Legal Access Provided: ❑ No RYes Deed of Reference: Legal Access Required FI No Yes Parcel Frontage on Publicly Maintained Road: ❑ No is Yes, Road Name: Id Complies with County Standards for Deed Creation:❑ No rd 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 ❑ Construct road to: ❑ Meet. Parcel size required by zone ❑ Meet current Environmental Health Department requirements [] Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: 3 ENCROACffiVIENT PERMIT qP� 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.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 — Permit Number 03 1 6-90 E District -]�� 'e-, 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: I a. Company Name: 2. Address: 3. Phone: 4. Assessor's Parcel Number. 6 3 zc 5. Locatiorf of Work to be Done 'T OFi C i9 ' /i CL) L' L! 1 [�`'vyt o l✓ rJ f'l iu • ' - ' ` N C) �7 6. Applicant's Sign 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: ❑ 1' ^.ontractor's Signature: 14a. Date Signed: 1... Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check Curb: ❑ Gutter: ® Sidewalk: ❑ 17. Driveway (List Type): I& Other: PERMIT GRANTED -In compliance with the above request, and subject to all temu, conditions (including those on page 2 of this permit form) and special conditions written below, ennission is hereby ted. 19. Conditions , +_ rI ? Uo .— . o -T Mamie 'Ave, on E v.& � .S i J e o � 'Ro ao1. e. � F.l �ie,� f r luryr �'[.1,�'f ,,ct, � • /.l �'C�l6'sv, f�.•.".- �, •�� 1/Iitb�I✓� D 31 F V e ;l / to Underground Service Alert .S.A. must be notified two worldng days prior to any excavation. 800-227-2600 20. Rl All work shall conform to accompanying: Detail R Plans ❑ Special Conditions -2' nate Issued z 03 22. Expiration Date: h O O oC 23 Surety: Nuke Crump, &ector of Public Works By: "Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to ode week. Page 1 of 2 General Conditions — See Page 2 Butte County Department of Deveiopment Services °�urrE° aaEn N O T E S 7 County Center Drive, Orovilie, CA 95965 r (530) 538-7601 www.buttecounty. etldds oouNty° p?g-I -o/Zg UAdf< r RESIDENTIAL l (j APN: Permit No. �y 1 l� L's I -S �� 1 2�- r ' 036-300-068 OS -2789 Owner: IRVIN, TODD - Jam.- G� �C— IN PALERMO, OROVILLE ar SiL ress Cont: JOHN CORPE [' Contractor. NSP(COV, GAR) 10— 31 d Type of Permit: Al n r OFFICE COPY +° Address f I GAS Meter By Date I t t ELECTRIC '• Meter By (/,J Date6-2'�- OFFICE COPIfW,�`` •� :T s ! ! Address - GAS Meter By Date f ELECTRIC 16 .Da/_ ( Meter By ` SPECIAL CONDITIONS WSRACHECKED BY SRA 0 FLOOD CERTIFICATE EQUIRED 0 FIRE SPRINKLERS REQUIRED 0 SPECIAL INSPECTION ITEMS VERIFY Q USE PERMIT CONDITIONS QSJ1B-STANDARD HOUSING LETTER ' ENCROACHMENT PERMIT Q REINSPECTION FEE PAID • Q ENV HLTH CLEARANCE . a s DATE JOB FINALED: ,SIGNATURE:( 4 I V( ly t fid/ 1 = OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat O or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs O Foundation O 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers�c DATE ID E C K S`C O V E R S -C A R P O R T S -G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; SoilsSz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams-Rftrs-CnnctrsShthg Frmg-Brcng 5 Alum Awn; Columns-Cnnctns-Splice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bones-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide 41 `S 0 ` °0 ` o _ ` - ^ Pool Drawing .=OK 0 = Not OK RFLOO RESIDENTIAL (Single. & Duplex) 12,5dMain; Soils-Ele4.8fnd Ftg Dpth tg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 fA Porches/Decks; Soils -Steel Ftg Dpth ` to alls Main; Steel-Blockouts-Wrapped n emwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 S b, Steel Wrapped iers-Frpic Ftg-Steel 9�8WV; Fall-Fitting-Tes way C/2Sewer Test Gas Pipe�z z Istst 1T Wtr Pipe; Test r RgltrService Test 12 Elec Undrgrnd 13 Pjenums & Ducts; Clrnc-MaterialSupport-Insultn ird sSills-Anchr Bolts Joists-Vnts-Cripples 15 c & Vntltn r( 16 Insulation Zn— DATE IFRAMING 17 SiIIs�Proper Materials & Anchrs a Is Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & fir Nailing ft Stop in Walls (rat proof) 2 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22-14eoers & Beams-Sz & Bearing �j ers-Post Caps-Anchrs-Cnnctns ening Joist Ties -Purl in -Roof Brac-TrussShthg 25 F c Ties or Type A Flue-Frpic Throat Clrnc c Ace- Sz & Rmx Prtctn-Draft Stop -Ins Baffles Bdr ndws or Exiting Doors -Sill Ht & Dimensions arage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs xt Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrrn-Rise-Rurire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stu co Lath -Weep Screed-Fndtn Vnts-Undrflr Ace lazing Area -Glass Prtctn-SkyLts-Plastic . 36 ar Walls; 11 ng-Boltswr-ICp rMc,47 JkO (Vt 37 Brace Int/Ext Wall pin S� i`� til py 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws c`S O'er 0� 00 0` DATE JELECTRICAL 4 .1tr & Trnsfrmr Clrnc-Ins Prtctn ec Rcptcls Spacing-Lts & Switches at Doors Sz Boxes & No Of Cndctrs Stapled 4i-I-Tolmex Installed Close to Edge of Studs & CJ Ztndng Grnd made up w/Mech Fstnrs Electrode Bond Gas & Wtr 46-2-AlSpinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz oa ❑ CU or ❑AL AC Wire Sz ga ❑ CU or ❑ AL JA4eange Circ ga ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL �� Insulated Neutral ❑Yes E:1 No AWIns�ervice-Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 9C es Closet Lt-Shwr Lt -Spa Lt Smoke Detector - ► i. ... � A. ' .ice n . �... P L U -WB I N G F2Atr Htr; Vent-Acc-Cmbstn Air Baffle rD Pipe; Test & Anchr-Nail Prtctn ; Test Fittings & Anchr Nail Prtctn 5,SWwr Pan; Test, First flr-Tub Ace 57 Test Tub & Shwr, 2nd fir - Tub Ace s Pipe; Sz & Anchrs 59 Fir prinkler; Test fe"Yar Gas Piping o' DATE IM EC ANICAL Ducts Insuftn & Support LlEWentFan, Exhaust abv Insultn ndensate Drain & Ovrflw, Sz & Grade F ace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet owttic Ace & Pltfrm if Furnace in attic DATE IFINAL 66 Ex teps-Door & SideLt Prtctn-Landings m Detector 6 urnace Vnts-Clrnc-Comb, Air-Cnnctr age; abv-flr-Ducts-Mech Prtctn Bedroom Exiting a t Fxtrs & Tub AccSpa 7 Arc Fault 7 im & Subpnl, Breaker Szs & Labels 7, Guard/Handrails 74 Fr pic love, Cltnc-Hearth 7 ec Outlets at Wood Pnl, Int & Ext 7 c r & Appinc; Grnd-Air-Gap-Cooking Clrnc 7 lee Outlets & Rcptcls at Ktchn Counter 78.Paragl3Pire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper tr, Vnts-Clrnc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain mob E-lec & Mech Eqp Listed for Loctn 8Zi T- c Rc tcls in Garage (GFI) Romex Prtctn sultn-Foam-Looked in Attic 84 Gua�r -Rails & Deck Cnstrctn-Post Caps aS,Iendn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 87 Stucc rown-Finish 8 U -Dscnnct, Elec-Plmb 78 J abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 9 tr Well, Dscnnct, Elec, Plmb Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House gj-GFs�s Prtctn 9 t ons from previous Inspctns 9 s Test -Meters Tagged, Gas-Elec 9�&5ower Cnnctd-C/O to grade -HD Apprvt 9��/Cmpinc Cert -Other Certs 9 dress Posted 99 Fire Sprinkler s` 4a i Y- • S . s a n BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions or Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Protessions 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).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Stale License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for 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.). Ja 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 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.). ❑ I am Exempt under Article 3 of the BusinProfessions Code Date: li�lZ_o� Owner:. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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 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: Policy #: certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 06—/,;Z— / Applicant' s 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 I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) . Name: Address: IJLKIVIII NV. BPO52789 Issued Date: 06/12/2006 APN: 036-300-068-000 Site Address: 6379 UPPER PALERMO RD ORO Map Index: Description: NSF (4808), COV(1530), GAR(1232) Owner: IRVIN TODD R & RONNIE K TAMURA 13 WESTWOOD WAY OROVILLE, CA 95966-9229 (530) 589-0299 Applicant: IRVIN TODD R & RONNIE K TAMURA 13 WESTWOOD WAY OROVILLE, CA 95966-9229 (530) 589-0299 Contractor: ECONOMY BUILDERS. COMPANY P O BOX 150 OROVILLE, CA 95965 (530) 532-8038 License #: 653238 Architect: Engineer: AUSMUS ENGINEERING otal.Square Ft: 7570 S.F. Valuation: $366,568.00 Census Code: woe-_# ter(-���j�� Thls permit Is hereby issued and A4- e a ResVUtioXto do work,indicat�d a ve PERMIT EXPIRES ON: (�J— Icable provisions of the Butte County Code and/or which fees have been paid. Date: 6 _(v _L_/_y0 ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely 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 or/Butte County to center upon the /above mentioned property for Inspection purposes. Print Name: �C/ �' v Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor o. L,. ouuvmy rem m v i- iv-vy Ny i AUG -02-2006 07:31 f Civil Engingering and Drafting j PO ..Box 5115 Chico, CA 95927 (530) 521.2648 eda@ausmusengineering.com TRANSMITTAL August 1, 2006 k Todd Irvin 6379 Upper Palermo Road Oioville, CA P.01iO3 Oo -. 2' Nta �H 7 ,a M � o 3 ae �' a, a> E c a e D � v a � C N 0 RE: Engineering Inspection for Irvin Residence a v -, F ,0 F Dear Mr. Irvin - On Wednesday, August 1, 2006,1 met with you at your construction site concerning the foundation design questions that the inspector (Woody Townsend) had. Please read the following responses and provide this letter to the inspector. 1. The 2x8 interior wall at the half bath miy be reduced to 2x6. 2. The Rimjoist/sill plate interface shall receive A35's at: a. 16" o.c. at shearwalls b. 48" o.e. at non-shearwalls 3. The interior shearwalls shall conform to the attached detail labeled "Interior Shearwall (.foist Parallel)" Note: As stated at the site, 2x blocking (perp to joists) may be used at any location. 4. Use MST52 to extend the STHD foundationm holdown straps. Provide a minimu 8" overlap and fill all holes with 16d's. In addition, provide Simpson one Simpson DSP within 6 inches on each side of. strap. See attached Detail labeled "Foundation Strap Overlitp". t` n Z x t� Thank you, - : Q�pFESsip • �uotasq� �y 4c Eric D. Ausmus, P.E. w No. SM a► m Ausmus Engineering Page 1 of 3 l:\Work\Ausmus Engineering\2005_ ProjectOrviin\Transmittal 08-01-06.doe 8 K r, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES d 7 County Center Drive - Oroville, CA - (530),838-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. O_ LT -- 1 04( i✓G y S �U � nr' " VoL 4t r ( -��►c� rr _ fe Date Inspector t '�" J �h �-'�'�> { tN Qs - REV 4/05 Phone #�� FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 UNBLOCKED ADUTTING PANEL EDGE IF LE55 THAN 48" 1N HEIGHT EXISTING TRUSS PLATE SUPPLIES DY MFG. 15/32" MIN 05D OR APA PLY ROOF SHEATHING PER PLAN ROOF SHEATHING PER EDGE NAILING PER R NAILING SCHED TRU55.TOP CH( 15/32" MIN OSD OR APA FLY TRU55 BOTTOM CH( o°0IL48.1, Fti o y w No.65286 v m x p8,3p 200I OD INSULATION CERTIFICATE Job Number: F 80,753 Todd & Ronnie Irvin 6379 Upper Palermo Rd., Oroville CA Contractor/Owner Name Job Address (street, city, state) Butte County `` Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material: Thickness (inches): 1 2. CEILING Brand Name: Thermal Resistance (R-Value):1 1 Batt or Blanket Type:1 Fiberglass I Brand Name: I Knauf Thickness (inches):1 201/2 1 Thermal Resistance (R-Value):1 60 Loose Fill Type: I Fiberglass I Brand Name: I Knauf Minimum Installed Weight/ftl .952 I lb Minimum Thickness:1 19 3/4 1 inches Manufacturer's installed weight per square foot to'achieve Thermal Resistance (R-Value):1 60 1 3. EXTERIOR WALL Frame Type: I A. Cavity Insulation Material: r Fiberglass Thickness (inches):1 61/4 1 B. Exterior Foam Sheathing Material:!� Thickness (inches):I I 4. RAISED FLOOR Material:I Fiberglass Thickness (inches): 1 61/4 1 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): i 1 Perimeter Insulation Depth Inches: I 1 6. FOUNDATION WALL Material: I Thickness (inches): I I Brand Name: Knauf Thermal Resistance (R-Value):1 19 1 Brand Name: I Thermal Resistance (R -Value): I Brand Name: Knauf Thermal Resistance (R -Value): 1 19 1 Brand Name: Thermal Resistance (R -Value): I 1 Brand Name: Thermal Resistance (R -Value): I 1 DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. 2&3 (5;� Chico Insulation & Fireplaces Item Number's ,, Signature and Date Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner �^ F Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE YPv, BUILDING DIVISION �k J DEPARTMENT OF DEVELOPMENT SERVICES �€Y , 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 6, .. V Ir.� os-1�8� ` OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. V PV'c k-,_,� -4- Pito Sec •l- (,; ^ I Fs � •it ' •lre _A1 . 3 ` 7 Date Inspector ry REV 4/05 Phone # v" 7 3 iPl L FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 if4COUNTY OF BUTTE I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ? ' 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE :LV, ally) ds-- z� OWNER V,,. PERMIT NO. le_; A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have an pertaining �`.. p y y questions ertainin to this matter, or need additional explanation, please contact the Building Inspector as indicated below. IFy- S 1 C_t Ci Q C), l". / , — I 1 A`v-ok WZ �ropS-r 4�r 0 $/7 t .S • e S / Romer T w' -t O J r� al 1RG4a>. arkw��;� -i1J,1 ^--� L > �� a" y,-,,-,, -/- -4- f e c-.-- /- e c r C 4 lo, �t 4, e ,-r ('a i / - /e/ A , Date'� v InspectoJ ' REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive 9 Oroville, CA e (530) 538-7541 CORRECTION NOTICE f. OWNER PERMIT NO. A routine linspectiQn/indicates that the following violations of Butte County Ordinances exist at the above addrws and should be corrected. Please call for re -inspection when correction of work is co ted. If you have any questions pertaining to this matter, or need additional exp I t' please contact the Building Inspector as indicated below. A S: I CL k_j 0, 4. .4 Date Inspector & e 'e REV 4/05 Phone # __T_?r_6Y FOR RE CALL: -INSPECTION 538-7636 OR 891-2834 % SEPTIC LOCATION vit 0'-0"-- i f i Y 40'x72' SHOP ,11 1OUSE 575 EAST BIGGS HIGHWAY AP # 025-110-051 575 EAST BIGGS HIGHWAY 528'-0" POOL GENERAL SPA GENERAL SPECIFICATIONS SPECIFICATIONS D X 3 AREA L�ti DEPTH L b TO SPA TYPE MDL CA COLOR V ,�• VV I2. DIMENSION _ [MOTOR DEPTH _ „- COLOR TOTAL ALLONS CAPACITY � by GALS. ff SPA JETS TILE P 4-^A HEATER. H S HP PUMP &MOTOR. FILTER. L 3 CL SQ. FT GAS LINE 112" FILL LINE PLUMBING F R SPA ANTI SIPHON VALVE ELECTRI CLOCK SIZE: STU EXCAVAT ON DECK G ASOLINE FT PIPE SIZE LELLECTRIC FT � ( �7 C� CLEANER Pdl-A&AS a O6 JOB NO, MAP BOOK NO LEGAL DESCRIPTION LOT NO. LADDER -MODEL TRACT NO. SLIDE r COLEY Hookup BOOK PAGE __ BLOCK GRADING. - 11A�—' ESCROW CLOSE sru6 PLUMB YES _ NO TENTATIVE DIG DATE DECK TYPECD 3 b SQ OWNER: TO DETERMINE APPROXIMATE ELEVATION OF DECK EDGE CA, POOL ON DAY OF EXCAVATION DWN BY DATE d POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY Iv DATE ORDINANCE. GATES TO BE SELF CK'D BY CLOSING AND SELF LATCHING DO NOT TURN ON POOL LIGHT —' WHEN POOL IS EMPTY NOT To SCALE POOL OR SPA t.. r DEEP NAME '010 END SHALLOW I END ADDRESS UNL4�5 OTHERWISE SPECIFIED POOL IS� -- SHALLOW TO _.JQ---.._.. DEEP I HAVE RECEIVED A'COPY OF ,15 ° - ti..�' THIS PLAN AND HEREBY APPROVE POOL AND ( .: EQUIPMENT LOCATION CROSS STREETS Djp ifl 91) y RES CUSTOMER'S SIGNATURE DATE BUS PHONE Doug Parker Regional Sales Manger ITT HydrbAir s ARCM ANIS TESTING, INC. CERTIFICATE OF FISTING �� `J R� Sponsor of the Uniform Plumbing Codes, Uniform Mechanical Code®, Uniform Swimming Pool, Spa, and Hot Tub Code®, and Uniform Solar Energy Codes. Page 2 Effective Date: March 2008 Product: Suction Fittings Issued To: Hydro Air Industries, Inc. MODELS: 10-6106 36 GPM 10-6106M 52 GPM 10-6200 56 GPM (NEW FLO 188 GPM) 10-6406 65 GPM 10-6406M 92 GPM 10-6806 100 GPM 10-6806M 100 GPM 10-6906 68 GPM 10-6906M 60 GPM 30-6709 204 GPM 30-6706 124 GPM DS -1 117 GPM DS -2 48 GPM Sponsor of the Uniform Plumbing Codes, Uniform Mechanical Code®, Uniform Swimming Pool, Spa, and Hot Tub Code®, and Uniform Solar Energy Codes. IAPMO RESEARCH AN TESTING, ING, INC. 5001 East Philadelphia Street, Ontario, California 91761-2816 • (909) 472-4100 Fax (909) 472-4244 • www.iapmoorg 00 t � nratnaa�mat�o�r„ �.wa�y.,�,,. U S )nR CERTIFICATE OF LISTING IAPMO Research and Testing. Inc. is a product certification body which tests and inspects samples taken from the supplier's stack or from the market or a combination of both to verify compliance to the requirements of applicable codes and standards. This activity is coupled with periodic surveillance of the supplier's factory and warehouses as well as the assessmeatof the supplier's Quality Assurance System. This listing is subjectto the conditions setforth in the characteristics below and is notto be constructed as any recommendation, assurance orguarantee by IAPMO Research and Testing, Inc. of the product acceptance by Authorities Having Jurisdiction. Effective Date: March 2008 Void After: March 2009 Product: Suction Fittings File No. SP -1122 Issued To: Hydro Air, A Unit of ITT, Inc. 666 East Dyer Road Santa Ana, CA 92705 IDENTIFICATION: USPC® certification mark shall be on outside visible surface of cover. Manufacturer's name or logo, flow rate in GPM, and model designation shall be on a visible surface or under cover or on body of fitting. CHARACTERISTICS: The assembly is comprised of a safety cover (brass, stainless steel, or plastic), mounting body and threaded lock (nut or elbow). The cover must require the use of a tool to remove it. Meets the requirements of ASME A112.19.814-1987(RA96) for anti -hair and body entrapment per section 308(d) of the Uniform Swimming Pool Code. May or may not be self -draining. For use in spas, whirlpool bath tubs and hot tubs. To be installed in accordance with the manufacturer's instructions and the latest edition of the USPCO. Products comply with the applicable sections of the latest edition of the Uniform Swimming Pool, Spa and Hot Tub Code®. Manufactured in compliance with ASME A112.19.8M-87(RA96). Products listed on this certificate have been tested by an IAPMO R&T recognized laboratory. This recognition has been granted based upon.the laboratory's compliance to the applicable requirements of ISO/IEC 17025. . • t'ti� dt Ws Chairman, Product Certification Committee Executive Director This listing is for the period indicated herein and is void after the date shown above. Any change in material, manufacturing process, marking or design without having first obtained the approval of the Product Certification Committee, or any evidence of non-complienca with applicable codes and standards or of inferior workmanship, may be deemed sufficient cause for revocation ofthis listing. Reproduction of or reference tothis form for ; advertising purposes may he made only by specific written permission of IAPMO Research and Testing, Inc. Any alternation of this certificate could be grounds for revocation of the listing. dy muuws jive nvcman rrmT ivlessage Page 1 0£ 1 c,Windows Live" 2008 IAPM Certificate (2).pdf From: Cordia, Tony m Flow Control (Tony.Cordia@itt.com) Sent:. Tue 3/18/08 1:58 PM To: willy_dick00@liotmaii.com Attachments: 2008 IAPM[7 Certificate (2).pdf (764.5 KB) Security scan upon download TRENE William, The attached is the IAPMO cert for the drain cover. Tony Cordia Product Specialist This e-mail and any tiles transmitted with it may be proprietary and are intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of ITT Corporation. The recipient should check this e-mail and any attachments for the presence of viruses. ITT accepts no liability for any damage caused by any virus transmitted by this e-mail, http://by l26w.bayl26.mail.live.com/MaillPrintShell.aspx?type=message&cpids=fb9l98b l ... 3/18/2008 04!03!2007 25:42 5304735393 VIKIN13 PUULS Page I of i Aaron Stahl - -- FMM: Nj<i hORG, Rica - Majine,8, Leisure [W,0't,AfiCh0Ms0W-00M3 Sent: Tue...ifay, Apra 03, 2CM 12.20 PM To; aMnWXmgpooIs-net cc-, Men, Have - MSfte & Leisure Subject: Ffit. Suction tangs Cortnpiy with ANSI A112.19.8 Hi Aaron_ Please find below a statement from our Product ManaW r W9 cotnPiianCe ofaft ofi our fisted suction frttings, imcfud"tng the STT HydroAir Main Drain you are cuiremtlY usir►V. Our Suction figs comply wftb reqaifen%ft of ft ANSI Stoddard %r Sum t=ltttrs (All 2,19.8). The compliance with tide standard is fndicated by the iii Lisp Mark thio# is resided "0 the eavers. dire +chose UL as our test tab to test our Suction MW to assure cyst ani wfth the ANSI Sueftn Fiffing Standard.in s� 38. in �n 38 them is also reftreftee to UL. If s63, March 8, 20" re%es to Scacitari t�ttitt Apt 12.12.9)- assuring compliance With the ANSI Standard for sucWn t*� { If you have other questions or require additional int nation. plesse tet me knew. Reg*rds. Rfch Nicholls This e-mail and any files transmitted with it may be proprietary and are intended solely for the ,1se of the individual or eXI-J ty to whoa t Y are addressed. I€ you have received this e -mai? in error please notify the ser:der. ?lease note that any views or opi.rions presented in this e-mail are solely. those of the author and do not necessarily represent: 'Chose of ITT, Coxpo'-'at=cr. The recipient should oneck this e --mail and any attachments' for tie presence a, viruses. 17r -T accepts no liability, for any damage ,.*used by any virus^ transmitted by tip 8 e-mail. Y '/iC'iC#**'%.l"d'lr 7F K'¢'k'Y..}.'r-%`.'�e.Fi!'i'i"Ir'i4'7!-7f'k iC 14.7!'.�'.("/'e1[]L'*'F'.i'!i"if*�'lf'h'/�'%f'lf.Iy`b.!;"*'R'1Y 91"iC'�•'%•)f !"!}d'Fb 4/312007 -�-� ESR -2014 rM Issued July 1, 2007 This report is subject to re-examination in one year. 'CC Evaluation Service, Inc. Business(Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 www.igg:gs.org Regional Office ® 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 DIVISION: 13—SPECIAL CONSTRUCTION Section: 13150—Swimming Pools REPORT HOLDER: VIKING POOL INC. POST OFFICE BOX 96 WILLIAMS, CALIFORNIA 95987 (304) 884-6954 www.vikingpools.net todd&vi ki ngRgols, net EVALUATION SUBJECT: FIBER REINFORCED PLASTIC SWIMMING POOL AND SPA SHELLS ADDITIONAL LISTEE: COMPOSITE POOL CORPORATION (CPC) 473 INDUSTRIAL PARK ROAD JANE LEW, WEST VIRGINIA 26378 1.0 EVALUATION SCOPE Compliance with the following codes: ® 2006 International Building Code° (IBC) in 2006 International Residential Code® (IRC) ■ 1997 Uniform Building Code TM (UBC) s 2006 International Plumbing Code' (IPC) ■ 2006 IAPMO Uniform Plumbind (Cade MO UPC)' Properties evaluated:9 ■ Physical properties s Durability 2.0 USESS, The fiberglass pool and spa shells �,a,�J intended; for recreational use as swimming pools or spas, n residential applications with water circulated through a fllteO' closed system. The pools comply with ANSI/NSPI-5 as;Type Or or Type I pools, and IAPMO PS 1-2000a, specified in the IAPMO UPC. The spas comply with ANSI/NSPI-3 and ANSI Z 124.7. 3.0 DESCRIPTION 3.1 General: The fiberglass pool and spa shells consist of one-piece fiberglass construction shop- formed over a mold. The material is minimum '/4 -inch -thick (6.4 mm), fiberglass - reinforced plastic (FRP), composed of isophtalic resin, vinyl ester resin, fiberglass, and ceramic. The surface finish is a neopentyl glycol gel coat. The overall dimensions, depths and capacities are shown in Table 1 for pools, Table 2 for spas and Table 3 for models that are permitted to be installed up to 19% inches (495 mm) above ground. Notice: The pool and spa shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable drawdown is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pool or its dealers for instructions. 3.2 Aboveground Pools and Spas: Models intended for installation up to 19'/2 inches (495 mm) above ground, listed in Table 3, have vertical supports consisting of 1 -inch -by -1'/2 inch -by -36 -inch -long (25 mm by 38 mm by 914 mm), Douglas fir, No. 2 wood members encapsulated in the FRP process at 41/2 -foot (13372 mm) intervals. 4.0 INSTALLATION 4.1 General: The swimming pool and spa shells must be permanently installed in -ground or, in the case of the models shown in Table 3, up to 191/2 inches (495 mm) above ground. All plumbing and electrical installations must comply with the relevant codes in effect at the construction site at the time of construction. Subject to the code official's approval, the pool or spa shells may be installed without a soil investigation by a registered design professional, provided none of the following conditions is encountered at the site: 1. The existence of groundwater within the excavation, where the pool or spa floor will contact the soil at the time of installation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa shell. 3. The existence of any expansive -type soils. 4. The existence of any soil types with an angle of repose that will not support the walls of the excavation at desired slopes. 5. Dangerto adjacent structures posed by the proposed pool or spa location. If any of the above conditions is encountered, excavation must cease immediately. The specified conditions at the site must then be reviewed, and recommendations made, by a registered design professional. The code official must approve the registered design professional's recommendations; subject to the code official's approval, pools and spas may be installed in expansive -type soils in accordance with Section 4.2 before work is resumed. 'Uniform Plumbing Code is a trademarked publication of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. REPORTS— are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthe subject ofthe report or a recommendation for its use. There is no warranty byICCEvaluation Service, Inc., express or implied, as to airyfinding or other matter in this report, or as to any product covered by the report. PxooucP"DUC mUileO Program icusnProanon Page 1 of 5 Copyright © 2007 Page 2 of 5 ESR -2014 The pool or spa excavation profile must coincide with the contours of the pool or spa. The overexcavation must be approximately 6 to 24 inches (152 to 610305 mm) on the sides and ends. The overexcavation at the pool bottom must be a minimum of 3 inches (76 mm). The backfill for the pool or spa bottom must consist of a layer of bedding sand formed to match the pool or spa profile. This sand layer must be compacted using a manual tamper and water. The pool or spa shell must sit firmly on the sand and be within 1 inch (25.4 mm) of level. Simultaneous waterfill and sand backfill operations must then commence. The sand must be compacted with a tamper and water. The installer must ensure that the backfill level and water level are approximately the same throughout the filling procedure. After completion of the backfill, the bond beam and decking must be installed in accordance with the manufacturer's published installation instructions, and approved by the code official. 4.2 Expansive soils: For installation of pools or spas in expansive soils, the following additional installation details must be followed subject to the code official's approval: 1. All surfaces adjacent to the pool or spas must be excavated to a depth of 12 inches (305 mm) beneath the pool bottom and 6 inches (152 mm) behind the horizontal pool walls. 2. Any soft or loose soils exposed by step 1 must be removed until exposed material is solid. If the soil is still soft and loose, the upper 6 inches (152 mm) of all horizontal excavation surfaces must be scarified and compacted with mechanical equipment. The compacted surfaces and the excavated wall surfaces must be maintained in a moist condition until the first lift of backfill or fill is placed against the surface. The term compaction implies any method necessary to consolidate the native and fill materials to keep the pool or structure from settling. 3. The excavated bottom area of the pool or spa must be backfilled with granular import material to approximately 6 inches (152 mm) below the bottom of the pool or spa, wetted and compacted. 4. The remaining 6 inches (152 mm) must be backfilled beneath the pool or spa and behind the pool walls with clean sand and compact. The pool or spa must be filled with water as backfilling progresses to a level equivalent to that of the backfill. The backfill must be placed in compacted layers of approximately 6 inches (152 mm) while a uniform height of backfill is maintained around the pool or spa. 5. Positive surface drainage away from the perimeter of the pool and surrounding deck is required and critical to installations in highly expansive soils. Surface area drains and surface drainage swales or subdrains must be placed as needed to prevent ponding or saturation of the soil around the perimeter and vicinity of the pool to prevent excessive shrink -swell or volume changes in the soil. 4.3 Aboveground Pools and Spas: Models shown in Table 3 may be installed up to 19'/Z inches (495 mm) above ground. These pool and spa shells may be placed with or without concrete or wood decking. Unless the elevated external portions of the units are protected from sunlight by soil berms, decking, etc., these portions must be coated with a UV -inhibiting opaque paint that is compatible with the laminate. 5.0 CONDITIONS OF USE The pool and spa shells described in this report: comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The pool and spa shells must be constructed and installed in accordance with this report and the manufacturer's published installation instructions. In the event of conflict, this report governs. 5.2 Electrical and plumbing installations must comply with the relevant codes in effect at the construction site at the time of construction. 5.3 Clearances of the pools and spas from slopes set forth in IBC Section 1805.3, IRC Section R403.1.7 or UBC Section 1805.3.3 must be observed. 5.4 A barrier must be installed in accordance with IBC Section 3109, IRC Section AG105, or UBC Appendix Chapter 4, as applicable. 5.5 Slip resistance is outside the scope of this evaluation report. Reports of slip resistance tests that demonstrate compliance with Section 8.1 of ANSI/NSPI-5 for swimming pools, or Sections 5.4.1, 5.6.3.2 and 5.6.4.4 of ANSI/NSPI-3 for spas, shall be submitted for approval by the code official. 5.6 Diving equipment may only be installed on Type I pools and must meet the minimum requirements of, and be installed in accordance with, Section 5.8 of ANSI/NSPI- 5. 5.7 The pool and spa shells are fabricated by Viking Pool Inc. or Composite Pool Corporation at their Williams, California; Midland, Texas; Jane Lew, West Virginia; Rockingham, North Carolina; or the Zephyrhills, Florida, facilities, under a quality control program with inspections by Columbia Research and Testing Corporation (AA -527). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for In -ground, Residential, Fiber -reinforced Plastic Swimming Pools and Permanently Installed Plastic Spas (AC274), dated December 2006. 7.0 IDENTIFICATION The pool and spa shells are identified by the following information imprinted on the top step of the pool or spa shell: manufacturer's name (Viking Pool Inc. or Composite Pool Corporation) and address, pool or spa shell designation, a coded serial number and the evaluation report number (ESR - 2014). The units also bear the label of the inspection agency, Columbia Research and Testing Corporation (AA -527). A permanent sign, bearing the following statement, must be attached to the pumping equipment: Notice: The pool and spa shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pool or its dealers for instructions. A permanent label must be attached adjacent to the above sign indicating the Viking Pool Inc. distributer's name, address and telephone number. 'Page 3 of 5 ESR -2014 TABLE 1 -POOLS SERIES LENGTH (ft -in) MAX DEPTH (ft -in) CAPACITY (gal) POOL TYPE 6 -AL 26' 12' 5' Type 0 AP 38' 16' 51101, 17,500 Type 0 AT 40' 16' 81 21,000 Type 1 B 25'5" 11,101, 4'6" 8,100 Type 0 BFF 257' 11,111, 6' 9,000 Type 0 BKD 23'11 12'3" 51 6,000 Type 0 BL 40' 11/101, 4'6" 14,000 Type 0 BN 40' 16' 8' 22,000 Type 1 BP 28' 15'8" 5'11 17,000 Type 0 BPD 38' 15'8" 8' 20,000 Type 1 CA 31' 14' 6' 12,000 Type 0 CC 35' 16' 6'6" 10,000 Type 0 CD 33' 16' 5'5" 15,000 Type 0 CL 30' 14' 6' 12,500 Type 0 CM 23'11 12'3" 5' 6,000 Type 0 Co 40' 16' 7' 18,000 Type 0 CP 31' 12' 5' 10'500 Type 0 CR 397' 15'10" 8' 19,500 Type 1 CRBJ 40' 16, 7' 19,000 Type 0 CRBL 32' 14' 6' 12,000 Type 0 CRBM 28' 12' 5' 7,000 Type 0 CRDFJ 38' 16' 7' 17,600 Type 0 CRDFL 31' 14' 6' 11,000 Type 0 CRDFM 24' 12' 5'6" 6,000 Type 0 CRDJ 40' 16, 7' 19,000 Type 0 CRDL 30' 14' 5161, 10,000 Type 0 CRDM 25' 12' 5' 6,000 Type 0 CRSBJ 38' 16' 7' 19,000 Type 0 CRSBL 30' 14' 6' 11,300 Type 0 CRSBM 24' 12' 5'6" 6,700 Type 0 CRSGJ 34' 16' 6-6" 13,800 Type 0 CRSGL 30' 14' 6' 9,700 Type 0 CRSGM 23' 12' 5-6" 5,500 Type 0 CRSGS 20' 10, 4'6" 3,400 Type 0 CRUD 26' 12' 47' 4,400 Type 0 CRUJ 35' 16' 6'6" 11,600 Type 0 CRUL 30' 14' 6' 8,000 Type 0 CRUM 26' 12' 5' 5,300 Type 0 CRUS 20' 10, 4'6" 3,000 Type 0 FDM 30' 14' 6' 12,000 Type 0 FF 30' 13-9" 6' 12,000 Type 0 FP 26 12' 5-5" 6,000 Type 0 FSP 25' 12' 5'6" 8,700 Type 0 GB 33'9" 14'8" 6-6" 14,300 Type 0 GC 397" 15'10" 7111 19,600 Type 1 GS 34V' 157" 5'10" 15,000 Type 0 JV 26' 12'1" 5. 6,800 Type 0 K 33'9" 14'8" 8-3" 16,000 Type 0 KL 30' 14' 5'11 11,300 Type 0 L 31'6" 14' 7' 13,700 Type 0 LBBST 15, 12' 4' 2,500 Type 0 LCN 30' 14' 5-9" 10,800 Type 0 LD 19,91, 91101. 5' 3,750 Type 0 LG 30' 14' 6' 14,800 Type 0 LGDLX 30' 14' 6' 14,000 Type 0 LN 36' 16' 7' 18,000 Type 0 Page 4 of 5 ESR -2014 TABLE 1 -POOLS (CONTINUED) SERIES LENGTH (ft -in) WIDTH (ft -in) MAX DEPTH (ft -in) CAPACITY (gal) POOL TYPE MC 23'8" 12' 5'5" 6,000 Type 0 MFF 14'3" 87" 4' 2,100 Type 0 MK 277" 14'6" 510" 10,000 Type 0 MLL 15'10" 8'6" 4' 2,200 Type 0 MP 14'6" 9'6" 5'11" 2,500 Type 0 MR 40' 16' 6'6" 19,000 Type 0 MT 35' 14' 57" 12,400 Type 0 MTK 16' 9'3" 4' 2,300 Type 0 NB 21' 15' 4" 4'4" 7,000 Type 0 NT 34'8" 157" 5'10" 14,500 Type 0 OB 40' 16' 5'8" 18,900 Type 0 PRT 23' 12' 5'5" 6,700 Type 0 PS 40' 16' 7' 17,500 Type 0 RP 30' 14' 5'11" 12,800 Type 0 RS 30' 14' 6'6" 12,500 Type 0 SFF 24'10" 11'10" 5'6" 12,000 Type 0 SH 35' 14' 5'10" 10,500 Type 0 SK 19'9" 9110" 5' 2,750 Type 0 SL 39' 77" 4' 6,500 Type 0 SP 20' 10' 5' 3,600 Type 0 SR 39' 16' 6' 15,000 Type 0 ST 277" 14'6" 5'10" 9,800 Type 0 TN 30' 14' 5111" 13,500 Type 0 V 33' 14' 5'4" 11,700 Type 0 HZA 18' 8'6" 6' 4,500 Type 0 HZB 18' 8'6" 6' 4,300 Type 0 HZC 18' 8'6" 66" 4,050 Type 0 HZD 18' 8'6" 66" 3,850 Type 0 HZDXL 18' 8'6" 5' 3,000 Type 0 HZE 18' 8'6" 5' 3,600 Type 0 HZF 18' 8'6" 5' 3,400 Type 0 HZG 9' 8'6" 4'6" 1,200 Type 0 HZH 9' 8'6" 5' 1,350 Type 0 WL 26' 16' 5' 10,500 Type 0 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 gallon = 3.785 L. Page 5 of 5 ESR -2014 TABLE 2—SPAS SERIES SHAPE DIAMETER OR WIDTH (ft -in) DEPTH (ft -in) CAPACITY (gal) BOS Octagonal 8'4" 3' 475 BOSSP Octagonal 8'4" 1'6" 270 BOSSW Octagonal 8'4" 3' 475 CS Octagonal 8'x 12'5" 3' 700 CSSP Octagonal 8'x 12'5" 1'6" 430 CSSW Octagonal 8'x 12'5" 3' 700 LOS Dodecagon 7'6" 3' 450 LOSSP Dodecagon 7'6" 1'6" 220 LOSSW Dodecagon 7'6" 3' 450 LRS Round 7' 3' 420 LRSSP Round 7' 1'6" 180 LRSSW Round 7' 3' 420 M Round 10' 3'4" 550 MSP Round 10' 1'6" 325 MSW Round 10' 3'4" 550 RG Freeform 8'x 10' 3'4" 600 RGSP Freeform 8'x 10' 1'6" 470 RGSW Freeform 8' x 10' 3'4" 600 RY Regtangle 8' x 10' 3'4" 600 RYSP Regtangle 8' x 10' 1'6" 330 RYSW Regtangle 8' x 10' 3'4" 600 RS Round 5'8" 3'0" 275 RSSW Round 5'8" 3'0" 275 RSSP Round 5'8" 1'6" 150 OS Octagonal 6'0" 3'0" 375 OSSW Octagonal 610" 3'0" 375 OSSP Octagonal 60" 1'6" 125 SS Square 6'6' 3'0" 295 SSSW Square 6'6' 3'0" 295 SSSP Square 6'6' 1'6" 150 TABLE 3—ABOVEGROUND POOLS AND SPAS (19% INCHES MAXIMUM ABOVE GRADE POOLS SPAS B SL RL LOS CS M BFF SP RSSW LOSSW CSSW MSW BKD AL RSSP LOSSP CSSP MSP FP — OS LRS RG CB MFF — OSSW LRSSW RGSW CBSW MK — PSSPO LRSSP RGSP CBSP MLL — SS BOS RY LCS MTK — SSSW BOSSW RYSW — SK — SSSP BOSSP RYSP — NORTH, IIca'-o- UPPER PALERMU ROAD i PLANNING DM I N a BUILDING PLAN : PPR�V L _ pate ng: ' Landscaping:. Other: Signature: - J O O co O Z_ w 0l > 0 pL1000 �9�C2O)O 0w0L,o Z�JO W Z � M U O JU w Z Q � Q W Q W � JO W�W>�k a'pn.0a O n- Of Q ►-MOQ B. F.UBPNOFF CHECKED 4 U C 0° oa ^W a z� Z -E a o=u 3 EL Le 0U M J� W ~ v 4 o w m a m O O co O Z_ w 0l > 0 pL1000 �9�C2O)O 0w0L,o Z�JO W Z � M U O JU w Z Q � Q W Q W � JO W�W>�k a'pn.0a O n- Of Q ►-MOQ B. F.UBPNOFF CHECKED `_6_DS ALE -..B 40' GULF COAST - GC 19,600 gal. approx. --:0' ISLAND BREEZE II- N 20,000 gal. approx. ao' I CARIBBEAN - MR 22,000 gal. approx. 39' Ll i SANTA CRUZ - SL 6,500 gal. approx. 33' 3'-]• LAKE SHORE - CD 14,000 gal. approx. 25' FREEPORT-FP 6,000 gal. approx. 5' T OAHU - MLL 2,200 gal. approx. 38' CP 3.1T RIO - BPD 22,000 gal. approx. 36' MEDITERRANEAN - BP 17,000 gal. approx. 35' - 3I GULF SHORES - OS 15,000 gal. approx. 3'-]" ST. THOMAS - L 13,700 gal. approx. 28' I ? MONTEREY - MK 10,000 gal. approx. 25' BAJA - SFF 7,500 gal. approx. TROPICANA - MP 2,500 gal. approx. OCEAN BREEZE - OB 18,900 gal. approx. 35' o CANCUN -CC 15,000 gal. approx. MONTEGO - MT 14,000 gal. approx. 30' I-- 3-T"1 TRITON - TN 13,500 gal. approx. T-7,,, 5' CHESAPEAKE -CP 10,500 gal. approx. Y DELRAY - B 8,100 gal. approx. 14'-3" BAHAMAS - MFF 2,100 gal. approx. ao' 3'-6" POSEIDON - PS 23,000 gal. approx. 34' SEA BREEZE - K 16,000 gal. approx. -30'- I 1 i LAGUNA DELUXE - LGX 9,000 gal. approx. 30' 1 3]� ROCKPORT-RP 12,800 gal. approx. TTl s' KEY WEST - BFF 9,000 gal. approx. za' I SUN COAST - BKD 6,000 gal. approx. 15' ATLANTIS - LBBST 2,500 Gal. Approx. r- 39' r }� L k _ d �fk i l ACAPULCO - AC'- I gr i 14M6,300 gal. approx. 0� g �.. AVAILABLE 35' TO 45' IN LENGTH PANAMA -BL 14,000 gal. approx. 30' 35 LAGUNA-LG 14,800 gal. approx. i I X3;6 CARMEL-FF 12,000 gal. approx. 20' T-5" CLEARWATER - SP 4,000 gal. approx. 20' 3.-2• CAPE CORAL - SK 3,750 gal. approx. •zs' BERMUDA -AL 7,000 gal. approx. Vi*ki*ng Pools AROVI GROUND IDRTAft17I011 manual tamper and water. The pool or spa is then set into place using a crane, excavator or III- 1/4" GALVANIZED FOR CLAY manually and be within 1 inch (25mm) of level. Simultaneous waterfill and sand backfill I� HEF Mli �. � II _�S P NTxRKD GRAVEL FOR CLAY (ADOBE) SOIL ONLY. -- DS1 __111I T ...... $ ......_... _....._._. _ 1. . I FIJI - FJI 12,000 gal. approx. iI--Li BARBADOS -DXL 4,000 gal. approx. 16' i 3.�.. MAUI - MTK 2,300 gal. approx. 30' SANTA BARBARA - RS 12,500 gal. approx. General The swimming pools and spas consist of one-piece fiberglass construction shop -formed over a mold. The material is fiberglass reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) thick, composed of isophtalic resin, vinyl ester resin, and fiberglass. The surface finish is a neo pentyl glycol gel coat. Viking Poolsproduces various styles of swimming pools and spas. When installed in accordance to Viking Pools installation procedures, the pools and spas comply with applicable requirements of the following codes: 2006 International Building Code® (IBC) 1997 Uniform Building Code (UBC) BCCA® National Building Code/2003 (BNBC) 2006 International Plumbing Code® (IPC) 2006 IAPMO Uniform Plumbing Code (IPC)" 2003 ANSI/NSPI-5 Residential Inground Swimming Pools 1999 ANSI/NSPI-3 Spa 2007 California Building Code 2007 California Plumbing Code 2007 California Mechanical Code 2007 California Electrical Code 2007 California Fire Code 2007 California Energy Code The overall pool dimensions, depths and capacities are shown in Table 1. The units comply with ANSI/NSPI-5, specified in Section AG103.1 of the IRC, and IAMPO IGC -2000`, specified in the UPC. Models described in Table 2 can be placed up to 19-1/2 inches (49.5mm) above ground. These pools and spas may be placed with or without concrete or wood decking. Unless elevated portions of the units are protected from sunlight by soil berms, decking, etc., these portions must be coated with a UV -inhibiting opaque paint that is compatible with the laminate. All plumbing must comply with the IPC or UPC. Electrical work must comply with the code in effect at the construction site. The pool and spa must remain full of water at all times. A permanent sign, bearing the following statement, must be attached to the pumping equipment: Notice -The pool or spa is designed to remain full of water at all times. The pool shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pools or its dealers for instructions. A permanent label must be installed adjacent to the above sign indicating the Viking Pools dealer's name, address and telephone number. Installation Procedure: Viking pools and spas may be installed without a soil investigation by a registered design professional(RDP), subject to the building official's approval, provided none of the following conditions are encounteredat the site: 1. The existence of uncontrollable groundwater within the depth of the pool or spa excavation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa. 3. The existence of expansive or adobe -type soils. 4. The existence of any soil types with an angle of repose that will not support the walls of theexcavation at desired slopes. FIG. 1 5. Danger to adjacent structures posed by the proposed pool or spa location. TYPICAL CANTILEVER CONCRETE DECK 6. The existence of any cracks or openings in soil that would not confine sand bedding. 6"x6"- W1.4x W1.4 If any of the conditions above is encountered, excavation must cease immediately. The WIRE MESH OR 3' MIN. specified conditions at the site must then be reviewed and recommendations made by the RDP. REBAR NO. 3, ON 2' O.C. 9„ EACH WAY. The building official must approve the RDP's report before work is completed. FOR CLAY (ADOBE) -� SLOPED 1/4"=1' I SOIL ONLY. The pool or spa excavation profile must coincide with the contours of the pool. The over I1'- excavation is minimum 6 (152mm) on the sides and ends. The over excavation at the pool 12" _ - 10" bottom is minimum 4 (102mm). The backfill for the pool or spa bottom is a layer of 3-inch-thick (76mm) bedding sand matching the pool or spa profile. This sand layer is compacted using a 11=111=11 o an cies. arrlers manual tamper and water. The pool or spa is then set into place using a crane, excavator or III- 1/4" GALVANIZED FOR CLAY manually and be within 1 inch (25mm) of level. Simultaneous waterfill and sand backfill CHAIN (ADOBE) 3" THICK COMPACTED operations then commence. The sand is compacted with a tamper and water. The installer SOIL ONLY. - SAND (TYPICAL) must ensure that the backfill level and water level are approximately the same throughout this 4" MIN. THICK COMPACTED procedure. p GRAVEL FOR CLAY (ADOBE) SOIL ONLY. After completion of the backfill and plumbing, the decking is placed. Decks are prepared as SAND indicated in Figures 1 though 4: FIBERGLASS �-- S 6° POOL 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. 9 2. Cantilevered decks are constructed with brick or stone as noted Figure 2 in, all cases. 10" 3. Raised bond beams are constructed as noted in Figure 3 in all cases: FIG. 2 4. Aboveground installations are constructed as noted in Figure 4 in all cases. CONCRETE DECK Barriers are required where pools are on premises of UBC Group R, Division 3, Occu ancies - IBC r` R Occu ' Th 11 t I ;+I,A All Ch t 4 BRICK BRICK OR NATURAL WITH OR STONE p p p a mus comp y wl ppen Ix ap er , STONE DECK 6"'RE W1 4MESH OR Division 1, of the UBC or Section 3109.4 of the IBC WIRE MESH OR T MIN. REBAR NO. 3, ON 2' O.C. EACH WAY. S. ED 1/4"=1' FOR CLAY (ADOBE) BOCA@ National Building Code/2003 (BNBC): SOIL ONLY. Viking pools and spas may be used as public swimming pools or private swimming pools, in connection with Group R-3 Occupancies only. In addition to other requirements in this report, 12- 10" swimming pools used under the BNBC must satisfy the following items: 1=1 1= - 1. Location: Swimming pool and spa walls shall maintain distances from property lines 1/4" GALVANIZED FOR CLAY required in Section 421.4 of the BNBC. (ADOBE) 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning CHAIN SOIL ONLY. 3" THICK COMPACTED devices, walkways, steps and ladders, must be observed. SAND (TYPICAL) 3. Water Supply: The water supply and drainage must comply with Section 421.6 of the - 4" MIN. THICK COMPACTED GRAVEL FOR CLAY BNBC. (ADOBE) SOIL ONLY. 4. Barriers: Barriers for private swimming pools must comply with requirements in Section FIBERGLSAND 421.10 of the BNBC. 6" w POOL SHELL 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 10" ASS of the BNBC. ' FOR NON CANTILEVER DECKS REMOVE STONE OR BRICKS. Identification: Viking pools and spas are identified by the following information imprinted on the top step of the pool or spa: manufacturer's name (Viking Pools) and address, pool or spa model designation, a coded serial number and the evaluation report number (ESR -2014). FIG. 3 The units also bear the label of the quality control agency, Columbia Research & Testing TYPICAL BOND BEAM Corporation (AA -527). CONSTRUCTION BRICK, FILLED BLOCK, T MIN• Evidence Submitted: OR POURED CONCRETE 8" Plans, fabrication and installation data, calculations and a quality control manual. BACKFILLED DIRT Findings: %\ /\ 6"X6"- W1.4 X W1.4 That the Fiberglass One-piece Swimming Pools and Spas comply with the 2006 MAXIMUM WIRE MESH OR International Building Code® (IBC), the 1997 Uniform Building Code (UBC), the 2003 Standing 24" REBAR NO. 3, ON 2' O.C. EACH WAY. Building Code©, The BOCA@ National Building Code/2003 (BNBC), the 2006 International OY(ADOBE) SOILONLY. Plumbing Code®, and the 2006 IAPMO Uniform Plumbing Code, 2003 ANSI/NSPI-5 S Residential Inground Swimming Pools, 1999 ANSI/NSPI-3 Spa, subject to the following conditions: 12" . 10" - 1. The construction and pool/spa installation comply with this report and the =111= manufacturer's instructions. -I' II -III -I I' 3" THICK COMPACTED 2. Electrical and plumbing installation comply with the respective codes in effect at the I'- SAND (TYPICAL) construction site. SAND 4" MIN. THICK COMPACTED 3. The pools and as are installed b trained dealers, agents or customers approved b GRAVEL FOR CLAY p p y 9 pp y II (ADOBE) SOIL ONLY. Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. FIBERGLASS 4. Clearances from slopes are observed as set forth in Section 1806.5.4 or the UBC, POOL SHELL Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. .� 6" k 5. The pools and spas produced by Viking Pools North- east, Inc. 176 Viking Drive III�� V Industrial Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas; and Viking FIG.4 Pools, Inc., 121 Crawford Road, Williams, Consulting Engineering TYPICAL ABOVE GROUND INSTALLATION California, are manufactured under a Columbia Research fir' Testing quality control program with inspections T by Columbia Research 10 140 Starr Rd. » Windsor, CA 9 492 MAXIMUM REVIEWED BY. Phone Fax 707-833-16,3 - 191/2" MOUND DIRT OPTIONAL IAS ani. !CC S A 'r(p' p 7 i(., Ti o WOO DECK. s. !CC/S l C t AROUND PGO, 7r7 j -S {iM �bj'"Pd !1 ,/ -r �fdt� f� t iq F`wj f 1 S j APPROX. 6" 11 3 ,� 1�1=III II-III III I � �, �y D �E III &_ r:Contract rE r oQ N0. C 24420 owner- 'a 12-31-09 � s� c'v' � �Q Length, width and depth may vary up to 3% - all „„„,,,...�_���, , / A dimensions are to outside edge of coping, measured P 2 22-17' q f ":0 from parallel lines.r! I I� OF Ch AP�i-�� FILE 6 ,_s --s O 0 N N O d 0 v It i --L I I— r Il_I I ��! I —_ al FI �'