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055-350-040
�El :Fran Ways, Paradise s 055 35 0 A040 z.:. 3 ,92 0267 ` BORRAYO-, .-SERG I O/GEORGEAN ,Y CONTR : ADVANCED:`• ENERGYy. ., s�.P,ARAD'I NEW',.S•I.NGLE, FLA IL 05-1603 .y `L•EWIS, CYLDE'B.;SHARRON ' 3184•FAWNRIDGE CT, PARADISE Gont:OWNER'' AG BLDG - 055-350-040 05-330.6, LEWIS, CLYDE , t 3184:FAWN1RIDGE CT, ;PARADISE, K,Coi�t i'V;IKJNtr;l'O�)1;S}, • � ='POOL SR 1,5111 • r 1 1 i pr ' 1 1 C 1 r a f t r i .f �El :Fran Ways, Paradise s 055 35 0 A040 z.:. 3 ,92 0267 ` BORRAYO-, .-SERG I O/GEORGEAN ,Y CONTR : ADVANCED:`• ENERGYy. ., s�.P,ARAD'I NEW',.S•I.NGLE, FLA IL 05-1603 .y `L•EWIS, CYLDE'B.;SHARRON ' 3184•FAWNRIDGE CT, PARADISE Gont:OWNER'' AG BLDG - 055-350-040 05-330.6, LEWIS, CLYDE , t 3184:FAWN1RIDGE CT, ;PARADISE, K,Coi�t i'V;IKJNtr;l'O�)1;S}, • � ='POOL SR 1,5111 • r 1 1 i pr .' '� (���j � r . :, � �r: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053306 B. C. Building Permit 01-16.04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 01/18/2006 APN: 055-350-040-000 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. 7-Z99 Address: 3184 FAWNRIDGE CT PAR License Class : License Number: / Date: j Zd Ob Contractor: VIC(r- 0*01!S Otr(1-COrN( Map Map Index: Description: FIBERGLASS POOL: MASTER 41521 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: LEWIS FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a C/O LEWIS CLYDE LEE & SHARON L signed statement that he or she is licensed pursuant to the provisions of 3184 FAWNRIDLE CT the Contractor's State License Law (Chapter 9 commencing with Section PARADISE, CA 95969 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 (530) 872-1469 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: VIKING POOLS OF CHICO INC Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does P 0 BOX 283 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for WILLIAMS, CA 95987 sale. If however, the building or improvements are sold within one (530) 473-5319 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: VIKING POOLS OF CHICO INC 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.). P 0 BOX 283 WILLIAMS, CA 95987 ❑ 1 am Exempt under Article 3 of the Business and Professions Code (530) 473-5319 Date: Owner: License M 823708 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: � I have and will maintain workers' compensation insurance, as >z >\ 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: (�C_ A/NO Total Square Ft: 0 S. F. Valuation: $0.00 3 O zoo !/Oi 6 Policy#: i% I Census Code: ❑ 1 certify that in the performance of the work for which this permit is r issued, I shall not employ any person in any manner so as to V 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: 1 -Q O 6 2 Applicant: WARNING: Flure to secure workers' compensation coverage is. ) unlawful, and shall subject an employer to criminal penalties and one / hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. . CONSTRUCTION LENDING AGENCY This permit is her issued nde ea ablp,,provisions of the Butie County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions o work i c abo for w fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ,_ Name: By: Date: Z '— 2�"0 7 Address: PERMIT EXPIRES ON: (Date ❑ 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 wit`i all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. �� l- 6 6 01,- 6,-1 Signature: �-- Print Name: Date: ) !4 XI li Owner Contracior ❑Agent for Owner ❑Agent for Contractor B. C. Building Permit 01-16.04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMEN'T'S 24 HOUR INSPECTION#: OROVII..LE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL HE REQUIRED AT TIME OF APPLICA TIOA' Website: w•ww.buttecounty.net/dds **PLEASE PRINT CLEARLY** CONTRACTOR Name Viking Pools of Chico OWNER City Chico Last Name I Phone 530-345-4079 irst Name �+Z C Address AWMIZOZ , �T E-mail City SE Stale '4 1 zip Phone %Z r. t Fax E-mail CONTRACTOR Name Viking Pools of Chico Address 4385 Rawleigh Ct. Suite #B City Chico State CA Zip 95973 Phone 530-345-4079 Fax 530-345-1704 ikEn alloolschico di ital ath. etc.# 823708 ClassC-53 ARCHITECT/ENGINEER Name Donald Poindexter Address City State zip Phone Fax E-mail State License Number 24420 PPLIC T SIGNATURE X For office use nl APPLICANT NAME. Name Viking Pools of Chico Address 4385 Rawleigh Ct. Suite #B City Chico State CA Zp 95973 Phone 530-345-4079 Fax 530-345-1704 E-mail Vikingpoolschico&g t.net PPLIC T SIGNATURE X For office use nl Zoning _ Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS w-%;:nt Kt1cz% l ❑I nmr1 Fr1RMS\RlrinAnnlSuh Romts.doc PERMIT NO. 330ro BIN # LOCATION AP# Property Addressi Pl Y-i1WNRiA(' City AQLS� Cross Street tC fI L WORKER'S COMPENSATION Policy Number 713-020011076 Carrier State Fund 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 Pace 1 of 2 Description or Scope of Work: Master #1521 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person Nvho paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees. plan check fees for work plan checked and other department costs are not refundable. Received by: V Amount �� 1 Bldg SRA ))������ �y Receipt #:Tt<q Sheriff SMIP { (�- , Other Date: 1L L 0 C J '$ oq .q Total REV 2-24-05 SPO COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION' 7 County Center Drive, Oroville, _CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Lk is, ASSESSOR PARCEL NUMBER 0 55 No 'her 152 oG Proposed Building Use: Permit Technician: Date: -^IteTs required in order o apply for a Aermit. All boxes MUST be checked OR marked NA in order to apply. N1. Site plans, 3 ) 4 sets, signed by the preparer of the plans. /Mg4 2. Complete p ans 'j , 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ Y 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 mustibe stamped and wet -signed by the engineer. ❑ 10. Hood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential` buildings ❑ 12. Hazardous Material Form N'�-,=N 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other i . Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ,N 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable r. ❑ 16. Fire Sprinklers............................................................................................ ❑ 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........................................................................ A20. 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 City of Biggs .............................. ❑ 23. California Department of Forestry Ian approval ❑ paid. Sent by: 24. Planning approval for (A) Use:(B)Parking: (C) Parcel Check:.....:9- ❑ r 25. Contact Land Development about _ Improvements, _ Drainage ........................ TN26. NPDES Form............................................................................................. O 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.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits....................:.................................... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone (Sq(i-) 381S- i injCl Cn ttlllt�Dr and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ��l ��n Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date tructural approved by-. Date: Note transfer by: Date: Yellow: Building Division o� Department of Public Works ° C o u n t y o f B u t t e 0 ° J. Michael Crump, Director LAND DEVELOPMENT DIVISION 0 Storm Water Management Program 7 County Center Drive Oroville, CA 95965 �Crc WOP (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: vvc- Project Location and/ arcel Number By'signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm 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: A4Aj M 6211✓ Date: � 'Z "w 6< Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 LEGACY REPORT PFC-3608 Reissued January 1, 2004 ICC Evaluation Service, Inc. BusinesslRegional office ■ 5360 Workman MiD Road, whffw, Cardomia 90601 ■ (562) 699-0543 Regional Office a 900 Montclair Road, Suite A, Bamingham, Alabama 35213 ■ (205) 599-9800 www.icc-es.org Regional Office a 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799.2305 Legacy report on the 1997 Uniform Building Codes"' DIVISION: 13—SPECIAL CONSTRUCTION Section: 13150—Swimming Pools FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS VIKING POOLS, INC. POST OFFICE BOX 96 WILLIAMS, CALIFORNIA 95987 1.0 SUBJECT Fiberglass One-piece Swimming Pools and Spas. 2.0 DESCRIPTION 2.1 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 V, inch (6.4 mm) thick, composed of isophtalic resin, vinyl ester resin,. fiberglass, and ceramic. The surface finish is a neo pentyl glycol gel coat. Viking Pools produces various styles of swimming pools and spas. When installed in accordance with this evaluation report, the pools and spas comply with applicable requirements of the following codes: • 2000 International Building Code® (IBC) • 1997 Uniform Building CodeT" (UBC) • BOCA" National Building Code/1999 (BNBC) • 1999 Standard Building Code® (SBC) • 2000 International Plumbing Code® (IPC) • 2000 IAPMO Uniform Plumbing Code (UPC)` The overall pool dimensions, depths and capacities are shown in Table 1. For mini -pools, see Table 2; for spas, see Table 3. The units comply with ANSI/NSPI-5, specified in Section AG103.1 of the IRC, and IAPMO IGC -2000% specified in the UPC. Models described in Table 4 can be placed up to 19'/2 inches (49.5 mm) above ground. 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 4'/2 -foot (1372 mm) intervals are required. 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 Pool dealer's name, address and telephone number. 2.2 Installation: 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 encountered at the site: 1. The existence of 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 any expansive or adobe -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. Danger to adjacent structures posed by the proposed pool or spa. location. 6. The existence of any cracks or openings in soil that would not confine sand bedding. If any of the conditions above is encountered, excavation must cease immediately. The specified conditions at the site must then be reviewed and recommendations made by the RDP. The building official must approve the RDP's report before work is continued. The pool or spa excavation profile must coincide with the contours of the pool. The overexcavation is approximately 6 'The Uniform Plumbing Code and IGC -2000 are copyrighted publications of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes notspecifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no tivarranty by JCC Evaluation Service: Inc., espress or implied, as to t any finding or other matter in this report, or as to any product covered by the report. Copyright © 2004 Page 1 of 6 ` Page 2 of 6 PFC-3608 to 12 inches (152 to 305 mm) on the sides and ends. The overexcavation at the pool bottom is approximately 4 to 8 inches (102 to 203 mm). The backfill for the pool or spa bottom is a layer of 3 -inch -thick (76 mm) bedding sand matching the pool or spa profile. This sand layer is compacted using a manual tamper and water. The pool or spa is then set into place using a crane or excavator. A properly placed pool or spa must sit firmly on the sand and be within 1 inch (25 mm) of level. Simultaneous waterfill and sand backfill operations then commence. The sand is compacted with a tamper and water. The installer must ensure that the backfill level and water level are approximately the same throughout this procedure. After completion of the backfill and plumbing, the decking is placed. Decks are prepared as indicated in Figures 1 through 4: 1. Cantilevered concrete decks are constructed as noted in Figure 2 in all cases. 2. Cantilevered decks are constructed with brick or stone as noted Figure 3 in all cases. 3. Noncantilevered concrete decks are constructed as noted in Figure 1 in all cases. 4. Raised bond beams are constructed as noted in Figure 4 in all cases. 5. Aboveground installations are constructed as noted in Figure 5 in all cases. Barriers are required where pools are on premises of UBC Group R, Division 3, Occupancies or IBC Group R Occupancies. The barriers must comply with Appendix Chapter 4, Division I, of the UBC or Section 3109.4 of the IBC. 2.3 BNBC: 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, swimming pools used under the BNBC must satisfy the following items: 2.3.1 Location: Swimming pool and spa walls shall maintain distances from property lines required in Section 421.4 of the BNBC. 2.3.2 Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning devices, walkways, steps and ladders, must be observed. 2.3.3 Water Supply: The water supply and drainage must comply with Section 421.6 of the BNBC. 2.3.4 Barriers: Barriers for private swimming pools must comply with requirements in Section 421.10 of the BNBC. 2.3.5 Diving Boards: Diving board distances and water depths must comply with Section 421.11 of the BNBC. 2.4 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, Inc., Viking Pools Central, or Viking Pools Northeast) and address, pool or spa model designation, a coded serial number and the evaluation report number (PFC-3608). The units also bear the label of the quality control agency, Columbia Research & Testing Corporation (AA -527). 3.0 EVIDENCE SUBMITTED Plans, fabrication and installation data, calculations and a quality control manual. 4.0 FINDINGS That the Fiberglass One-piece Swimming Pools and Spas comply with the 2000 International Building Code® (IBC), the 1997 Uniform. Building Code"' (UBC), the 1999 Standard Building Code®, the BOCA' National Building Code/1999 (BNBC), the 2000 International Plumbing Code®, and the 2000 IAPMO Uniform Plumbing Code, subject to the following conditions: 4.1' The construction and pool/spa installation comply with this report and the manufacturer's instructions. 4.2 Electrical and plumbing installation comply with the respective codes in effect at the construction site. 4.3 The pools and spas are installed by trained dealers, agents or customers approved by Viking Pools, Inc., Viking Pools Central, 'or Viking Pools Northeast. 4.4 Clearances from slopes are observed as set forth in Section 1806.5.4 of the UBC, Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. 4.5 The pools and spas produced by Viking Pools Northeast, Inc.,176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas; and Viking Pools, Inc., 121 Crawford Road, Williams, California, are manufactured under a quality control program with inspections by Columbia Research & Testing Corporation (AA -527). This report is subject to re-examination in two years ` Page 3of6 TABLE 1 -POOLS P FC -3608 SERIES LENGTH (fL4n.) WIDTH (tL4n.) Deep End (ft. In.) DEPTH Shallow End (fidn.) CAPACITY (gal.) L 31-0 14-0 7-0 3-6 13,700 N 37-0 15-0 8-3 3-5 20,000 B 25-2 11-10 4-6 Uniform depth 8,100 K 340 15-0 8-3 3-5 16,000 MK 28-0 14.-0 15-10 3-6 10,000 BL 40-0 11-10 4-6 Uniform depth 14,000 BFF 25-7 12-0 6-0 3-0 9,000 FF 30-0 140 6-0 3-6 12,000 BKD 24-0 12-0 5-0 3-6' . 6,000 SL 39-0 7-0 4-0 Uniform depth 6,500 BP 38-0 16-0 6-0 3-6 17,000 SFF 24-0 12-0 6-6 3-6 9,000 RS 30-0 14-0 6.6 3-6 12,500 GC 40-0 16-0 8-0 3-6 19,600 GS 35-0 16-0 5-10 3-6 15,000 RP 31-0 14-0 5-10 3-0 12,800 FP 25-0 12-0 5.5. 3-6 6,000 CD 33-0 1:6-0 5-6 3-6 15,000 BPD 38-0 16-0 8-0 3-6 20,000 CP 31-0 12-0 5-0 3-6 10,500 MT 35-0 14-0 5-6 36 12,400 AC 39-0 16-0 6-0 3-6 16,700 OB 40-0 1:6-0 5-8 3-6 18,900 BN 40-0 16-0 8-0 3-6 22,000 TN 30-0 14-0 6.0 3-7 13,500 PS 40-0 16-0 7-0 3-6 23,000 LG 30-0 14-0 6-0 3-6 14,800 CC 35-0 1,6-0 6.6 3-6 15,000 AL 240 12-0 5-0 3-6 7,000 CL 30-0 12-0 6-0 3-6 10,000 MN 240 12-0 5-0 3-6 7,000 CY 30-0 14-0 6-0 3-6 12,500 BR 35-0 16-0 6.6 3-6 16,000 MR 140-0 16-0 8-0 3-6 22,000 v, ter. r must - w.Y nun, r rwr - au;) mm, r gapron = o.t L. ' Page 4 of 6 PFC-3608 TABLE 2—MINI POOLS SERIES LENGTH (ft-ln.) WIDTH (ft -In.) Deep End (ft -in.) DEPTH Shallow End (&-In.) CAPACITY (gal.) SP 20-0 11-0 5-0 3-5 3,600 SK 20-0 10-0 5-0 3-6 2,750 MP 14-6 9-6 4-0 Uniform depth 2,500 MFF 14-0 8-0 4-0 Uniform depth 2,100 MLL 15-10 8-5 4-0 Uniform depth 2,200 MTK 16-0 9-3 4-0 3-4 2,300 HL 22-0 7.6 4-0 Uniform depth 3,500 WGA 18-0 8.6 6-0 Uniform depth 4,500 WGB 18-0 8-6 6-0 5-0 4,300 WGC 18-0 8-6 5-6 Uniform depth 4,050 WGD 18-0 8-6 5-6 5-0 3,850 WGE 18-0 8-6 5.0 Uriform depth 3,600 WGF 18-0 8-6 5-0 4-0 3,400 WGG 9-0 1 8-0 4-6 Uniform depth 1,200 WGH 9-0 8-6 5-0 Uniform depth 1,350 WGDXL 21-0 9-0 4-0 Uniform depth 3,000 WGDLXS 18-0 8.6 5-0 Uniform depth 2,800 For SI: 1 Inch =15.4 mm, 1 toot = 305 mm, 1 gallon = 3.785 L TABLE 3—SPAS SERIES SHAPE WIDTH OR DIAMETER DEPTH (ftAn.) CAPACITY (gal.) 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 6-0 3-0 375 OSSP Octagonal 6-0 1-0 125 SS Square 6-6 3-0 295 SSSW Square 6-6 3-0 295 SSSP Square 6.6 1-6 150 LOS Octagonal 7.6 3-0 450 LOSSW Octagonal 7-0 3-0 450 LOSSP Octagonal 7.6 1-6 220 LRS Round 7-0 3-0 420 LRSSW Round 7-0 3-0 420 LRSSP Round 7-0 1-6 180 80S Octagonal 8-0 3-0 475 BOSSW Octagon? 8-0 3-0 475 BOSSP Octagonal 8-0 1-0 270 CS Octagonal' 8-0 x 12-0 3-0 700 CSSW Octagonal 8-0 x 12-0 3-0 700 CSSP Octagonal. 8-0x 12-0 1-0 430 RG Freeform 8-0 x 11-0 3-4 600 RGSW Freeform 8-0 x 1.1.-0 3-4 600 RGSP Freeform 8-0 x 1,1-0 1-6 470 RY Rectangle 8-0 x 10-0 34 600 RYSW Rectangle 8-0 x 10.0 34 600 RYSP Rectangle 8-0 x 10-0 1-6 330 M Round 10-0 34 550 MSW Round 1:0-0 3.4 550 MSP Round 10-0 1.6 325 CB Kidney 8.0 x 10-0 34 525 CBSW Kidney 8-0 x 10-0 3.4 525 CBSP Kidney 8-0 x 1.0-0 1-6 275 LCS Rectangle Fnr SI. 1 Inrh = 94 Am. I s.... -In=.. ....., _ - , -.oma , 8-6 x 17-0 3-0 1'640 Page 5 of 6 PFC-3608 TABLE 4—ABOVEGROUND (1911= INCHES MAXIMUM ABOVE GRADE) For SI: 1 inch = 25.4 mm. POOLS 6'X6' - W1.4 X VIA SPAS B MFF SK RS LOS CS M BFF MK SL RSSW LOSSW (SSW MSW BKD MLL SP RSSP LOSSP CSSP MSP FP MP AL OS LRS RG CB HL MTK MN OSSW LRSSW RGSW CBSW WGA WGB WGC OSSP LRSSP RGSP CBSP WGD WGE WGF SS BOS RY LCS WGG WGH WGDXL SSSW BOSSW RYSW (ADOBE) SOIL ONLY. WGDXLS SAND —a SSSP BOSSP RYSP I FIBEGLASS POOL R SHELL For SI: 1 inch = 25.4 mm. 6'X6' - W1.4 X VIA 6•X6' - VIA X WL4 VIRE HEOR VIRE MESH OR REBAR N0. 3.4 2' • 0" REBAR NG 3, @ Y • 0' _ EACH WAY. EACH WAY. - ° FOR CLAY (ADOBE) r;1:1:3PQD_Ll4'-1 - :r - FOR CLAY (ADOBE) SLOPED 1/4!-1' SOIL ONLY. SOIL ONLY. �_ I � IK I FOR CLAY F.IR CLAY (ADOBE) (ADOBE) 3' THICK COMPACTED ONLY. SOIL ONLY. .SOIL SAND (TYPICAL) 3' THICK COMPACTED 4' MIN. THICK COMPACTED • SAND <TYPICAL) GRAVEL FOR CLAY 4' MIN. THICK COMPACTED (ADOBE) SOIL ONLY. GRAVEL FOR CLAY (ADOBE) SOIL ONLY. SAND —a SAND �— FIBERGLASS I FIBEGLASS POOL R SHELL .. POOL SHELL I FIGURE 1—TYPICAL CONCRETE DECK FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK ` Page 6 of 6 PFC-3608 lu• FIGURE 3—CONCRETE DECK WITH BRICK OR STONE MAXIMUM 191;2' BRICK, FJLLED BLL'CK. OR POURED CONCRETE a• BACKFILLED DIRE A. iso<mnad 6'X6' - VIA X V14 VIRE MESH OR �• RERAR NO. 3 ^a 2' • 0' 6'x6' - V1.4 X V64 BRICK ... VIRE ESH OR M OR NATURAL ]' °.-0a: REBAR NO, 3.02'.0- STONE DECK EACH WAY. SLOPEDl/�•=l' — FOR CLAY (ADOBE) 1 SOIL ONLY. SAND (TYPICAL) 4• NIM. THCK COMPACTED _ GRAVEL FOR CLAY I (ADOBE) SOIL ONLY. FOR CLAY (ADOBE) rIGRAVEL SOIL ONLY. D COMPjC04-ACTC1D PICAL HICK FGR CMIL SAND �,• I^ FIBERGLASS POOL SHELL• lu• FIGURE 3—CONCRETE DECK WITH BRICK OR STONE MAXIMUM 191;2' BRICK, FJLLED BLL'CK. OR POURED CONCRETE a• BACKFILLED DIRE A. iso<mnad 6'X6' - VIA X V14 VIRE MESH OR �• RERAR NO. 3 ^a 2' • 0' FIGURE 4—TYPICAL BOND BEAM CONSTRUCTION MOUND DIRT OPTIONAL AROUND POOL WOOD DECK APPROX, 6' 6° FIGURE 5—TYPICAL ABOVE GROUND INSTALLATION CAC( VAY 'v ... FOR CLAY CADOBE) SOIL ONLY. I 3' THICK COMPACTED SAND (TYPICAL) 4• NIM. THCK COMPACTED _ GRAVEL FOR CLAY (ADOBE) SOIL ONLY. SAND FIBERGLASS POOL SHELL FIGURE 4—TYPICAL BOND BEAM CONSTRUCTION MOUND DIRT OPTIONAL AROUND POOL WOOD DECK APPROX, 6' 6° FIGURE 5—TYPICAL ABOVE GROUND INSTALLATION Butte County Department of'Developnent Serrrces 0$0T11 0 7 County Center Drive Oroville, CA 95965 a a 1 (530) 538-7601 Telephone, a=~a (530) 538-7785 Facsimile ]BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances froin other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: O I need to submit applications for septic and/or well to Butte County Environmental Health immediately. O I am required to bring the approved Environmental Health site plan and approved sanitation- clearance anitation_clearance to the Building Division as soon as clearance is obtained v 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: Applicant Name: L/ , �ti Ls of C,' �.o 'APN: �j ' 3.S -Z 6 Y Building site address: iV ElAt-;,'J&om' /S� Permit No.: 05 -6BOG 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: SIGNATU OF APPLICANT DATE ICA E.H. E N Plot Plan Attached Floor Plan Attached Sent to BD/DS r TO:. Building Division — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance ee-.dam 6 /s_c�, C✓ Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for dwelling. Other Hold"final for: Final clearani NOTE: /� O.K. for: ✓ Watt r Supply: Public Private Well e- . Building Clearance 9/2005 k 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. jo f�^ II0.K 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. ZONING S - -o - - OWNER C PHONE NO. S'30 -gra- i (p 9 OWNERS S4 PQWny�duC coroA tSe C Pr qS1 (0 q LOCATION OF BUILDING 3 wn C GLv,(xfSp CN ofj 6q USE OF BUILDI G �or S ra ,- 0.c EV 0 CV,Ifa1.4, SIZE OF STRUCTURE �j �� n� � Q_ _'x _ y 00 SO. FT. +- 00' 01)1r ha n vrN 1 S,41! TYPE OF CONSTRUCTION: -oda\ sv k-}, w ogrvwny 3,Aor) =WOO st t - WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF Sl ING S -e�e ROOF COVERING S �e FLOOR TYPE C0 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:� / 5l r FRONT �'�1 SIDES REAR ' 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. N Date `L' 4 1-03 Signature of Owner Permit Fee -$109.98 Receipt No." / SAO y q The above described AG Buildinq is exempt from a buildi White — DPW, Yellow — Assessor, Pink — B. l., Goldenrod —Applicant Date �• _ _ _ ��,.— a �' =..:: i n OON `� I LLfer. � _ _ _ pasp6td: y S It r `e !e! t K ,p '0 W 1 e tl g e, 7c�Ln rs New Search m Ptopertj, Information o, i I Parcel t • 055C360.046•p0P LYI Aildress(e) Prim A.ddresa--_--_- cD 3984 Fq.WNp10GE CT—W / :_ �• PAIfAOiSE 959¢9 LO 1; Jurisdiction Buttle County _ a - - - 'NAY Zo " County Data j! Z�ging FR. 10-Foelhil!R'a_qheational, 10 acre S, minirr,u� a V' General Plan AIR Agjbw/lural Residel,.bal Cdf SRA YYs f' Deter Herd M}na jemrt In Deer Nerd Area, Ueveloprhenl Permitted Ar6 Syperviso►Olistrict pistrict5 • - '/��! '' ''r- ; Zoom to Setectetl ' 7ANGEhi4rr 1ItL. (' Legend rn ++ �r, trebls Mab qqre = t:35d0.OQ000Wfi39 ( , , I — I � r _ ... Zoom to Unlnc orated.'Corimmuhjly hoose Map: Paradise'Pi esi ;- Parcels: � = � � '�� ►iYd�l49y ^/ Highways ma . Unir oo*arated _ Cofr tmuf�Nies Unincorporated Communities • Large Scale Butte County Cities viith StreetKnowEedge: Gridley t�Diselpimer. Butte Cburriy does not guarantee that Ote information provided on this sites accurate or cornptef�. The County provides Ihls infOTlalltxm oh an 'as is" basis and tliscFairns all rrl warranties, errpresse4 or implied, including but not limitied to warranties of merchantability, fitness for a particular purpose and non-krfringement. The County is not responsible for any �o ledge damages arising honj the use of this information. Access to this data ip at user's risk rm Users should verify the ihtoateon before making project oommtbinents. ANUMr9 rJ RESIDENTIAL 055-35-0-040 92-0267 BORRAYO, SERGIO/GEORGEAN f CONTR: ADVANCED ENERGY EL FRAN-WAY, PARADISE j NEW SINGLE FAMILY t i ©`t, rb c' a t ti S/y(•�,�v L'O 'i 'F. l OFFICE_C.OP_Y___. _. _- i P OFFICE COPY 4 Address (� n4.� fin/ y M ELECTRIC d Meter By JW, Date - Address Loa E� FR�e,� Wy GAS (�-� Meter By Date ELECTRIC iMeter By Date JOB FINALED (Date) O Z Signature p w Q .♦ a� t f ! 1 J=OK A-O=Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -heel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI ,6. Elec.; Enclosures; Conduit Entries -Terminals -Listed,`", -i 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-EnclosuresPanelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready , RESIDENTIAL (I ' = Date UN ERFL OR (Plans) OK except ti's - oning-Setbacks-Easements-Flood-Slope e,fj4l, Main; Soils-Elec. Grg .-4�' Ftg. Depth Ftg. arage; Soils-Steel-Elec. Grnd. �' ,/" Ftg. Depth Porches & Decks; Soils-Ste4-4 /Ft -g Depth. ztemwalls, Main; Steel-Blockouts-Wrapped . Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. lab; Steel -Wrapped Piers -Fireplace Ftg.-Steel DW'V.; Fall -Fitting -Test -2 Way C/O -Sewer Test OF as Pipe; Size -Anchors - yard gas piping: size -test 14.,4ater Pipe; Test -Anchor -Regulator -Service Test 12' Elect 'e; Underground 3 len s*& Ducts; Clearance -Material -Support -Ins. ird rs-Sills-Anchor Bolts -Joists -Vents -Cripples ccess & Ventilation 16. Insulation Date Card B-1 C Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit K except ti's ,hater Htr.: Vent -Access -Combustion Air -Baffle ---------- - -------------------------- 1Water Pipe; Test & Anchor -Nail Protection ----------------- --------------------------- D.W.V.; Test -Fittings & Anchor -Nail Protection �417_- Shower Pan; Test. First Floor -Tub Access _� 1� 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date -� ® Card B-1 � Date Card B-1 Date Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except ti's A Fixture & Transformer Clearance -Ins. Protection -- --- 2P,Eeceptacles Spacing -Lights & Switches at Doors------------ - Boxes & No of Conductors -S -- ------ ome n'stalled Close to Edge of Studs_& C.J. -- 26L-I-q�uip. Ground made'up w!Mech. Fastners Bond Gas & Water 2+�. Appliance Circuts in Kitchen & Co for Size!GFI ----------------------------------- 171 SubfeelWire Size ! ga. Cu or AT Wire Size ! ! ga. or 50 ---------------------- ---------------------------------------------------- �-` ange Circ. ! r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - ----------------------------- ----------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------- ----------------------- -------------------------------- ------ 31. Equip. Clearances Panel s-Moto-rs-Mech. Equip. ----------- ------------------------------- lothes Closet Light -Shower -Light -Spa Light --------------;-V oke Detector -------------------------------------------------------------- ---------- - ------------ ------ --- -- ------------------ ----------- -- Date-�'S/� Date Card B-1 ----------------------------------------- Date Card B-1 Date Card B-1 Date 3E&HANICAL (Permit) Ok ext s C. Ducts Insulation u ----------------- - - ---------------------------------------- Vent Fan Exhaust above insulation - ------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ----------------------------------- - - -- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -------------- Attic Access & Platform if Furnance in Attic Date------� -------------------------- Card B-1 Ls�-----Date-------- ----Card 8-1- --------- - --- - �----------------------- - ------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ti's 39. ils. Proper Material & Anchors _ - - 4� ales Studs -Nailing Spacing & Bracing -Plates -Sound --- -- - -- -- -------------- --- ----- -- ----------------- ---- -- - -- 4 . Bearing Walls over Girders & Floor Nailing -------------- -- - - - - -- -- - - - - - -- -- Dr ft Stop in Walls (rat proof) _ - - - -------------------- .43. ire Stops Furred Ceilings -Stairs -Chases -Tub & Beam -Size & Bea Ir Single & Duplex) I Date FRAMING (Continued) = ---_ HHaa-n-gers:Post Caps -Anchors -Connectors 46!C g. Joist-Rftr. ties-Purlin-roof Bra c-Truss-Shthng.-Rfng. Fireplace Ties or Type -A Flue -Fireplace Throat clearance 4a -7t -tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles --_ rm. Windows or Exiting Doors -Sill Hgt. & Dimensions ---_ Garage Fire Protection Framing 7 , G✓ �operty Line Firewall & Openings - - 5 xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits --- ,--S.iSyyt��aicedth-Headroom-Rise-Run-Landing-Fire Protection 94�plywood on -Roof Overhang -Attic Vents -Rafter Outriggers 5 ding -Nailing Veneer -43 9. cco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ Z: GI ing Area -Glass Protection -Skylights -Plastic 58. ear Walls; Nailing -Bolts Insulation -Walls -Ceilings If 60. Infiltration -Walls -Windows i Date �' �� Card B 1 I'� Date j Card B-1 g Date Card B-1 Date Card B-1Ir Date FINAL (Plans) OK except ti's ? - 61. Ext. Steps -Door & Sidelight Protection -Landings r ;. 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting ------------------------- -- 65. G.F.I. & Bath Fixtures & Tub Access -Spa --- ----- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails------------- _ 68. Fireplace or Stove: Clearances -Hearth - 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71.-Elec_ Outlets & Receptacles at Kit. Counter --- 72. Garage Fire Door; Swing -Landing -Closer 73. A.C.-Duct _in Garage -Damper 74. Wtr. Htr_Vents-Clearance-Comb. Air-Connector-P.R.V. , In Garage; Above Floor -Meth. Protection ------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 77._ Insulation-Foam=Looked in Attic ❑ Yes 78. -Guard -Rails & Deck -Const ruct ion- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No _ 81. Stucco Brown -Finish ------------- --------------------- -- - 82. A.C. Unit; Disconnect. Electrical, Plumbing -------------------------------------- -- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - 84. Water Well; Disconnect, Electrical, Plumbing - 85. Exterior Elec Trim; G.F.I. Receptacle -Underground ---------------- ------------------ ------ ----- 86. Ventilation Throughout House ----------------------------------- -------- -- 87. Glass Protection 88. Corrections from Previous Inspections -------------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------ - 91. --Energy Compliance Certificate -Other Certificates -- ------ - - ------------------- Date ------- ---------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ------------------- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7' County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 e CORRECTION NOTICE Z -OZ67 PERMIT NO. A routine inspection -indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 11/81 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE vvrIvI-_n •-• ••••• i A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, 9"eed additional explanation, please contact this office immediately. RQ teC 64 04 �6 G�A A 9A Lm C.- t„+/r 4ej a 1�h, / ''t' A �,✓ � � moi-► �i'��C/t%Z.l � fi�(��Yf�2s -s c.ve c �/.�7-0te ©Gc /"✓S U4 —C__ Date �� �� Inspector (flip -14 t 7-7 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 �- 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER '— , ` MIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i P d J Y3 Date Inspector /�_ i Owner r permtt Nu. :1.P. NO. ROOF MATERIAL THICKN' ESS EXTERIOR !BALL �iaTEP,IAL FI ASS THICKNESS BRAND N:1`IE THERMAL RES. BRAND NAME C2VAINTEED THERM- AL R%S -- CEILI`IGCERTAINTEED BATT OR BLANKET TYPE -Fiber lasTHERDANARES. AMt THICKNESS LOOSE FILLTY?E IVSD 2SA!TI BRAND NAME CERT TEED THICKNESS THERMAL RES. FLOOR,ELEVATED BRAND NAME AIITEED MATERIAL FI E LASS _ THICKNESS THERMAL -RES. FLOOR, SLAB MATERIAL THICKNESST WIDTH FOUNDATION WALL MATERIAL 1 THICKNESS BRAND NAME THERMAL RES. BRAND NAME THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS INDUSTRIES INC. #62.2184 F. 11, vAi•t WIN STATE CONTR. LICENSE N0. I hereby ertify the above insulation and all required items as shown on the Building Depart. approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of Calif. FIR NAME/0!JNER (PLEASE PRINT) STATE CONTRACTOR'S LICENSE NO. 4 CNA F GENERAL CO ACT R DATE This certificate must be on file with the BUILDING postedDEPARTMENT theprior building. final inspection approval and a copy shall JANUARY 1984 .V f1•l COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N0, 7 County Center Drive - Orovllle, California 95985 - Telephone: 916/538.7541 - APPLICATION AD PERMIT A lf/ ASSESSOR PARCML NUMBER ZONING 55-35-40 FR 10 BUILDING PERMIT Uf OWNER SERGIO & GEORGEANNA BORRAYO TELEPHONE 873-1243 SQ. FT. OCC. BUILDING VALUATION 1894 R 96,594 OWNER'S MAILING ADDRESS P.O. BOX 3276 PARADISE 95969 600 M 10,800 CONTRACTOR'S NAME ADVANCED ENERGY ELEPHONE342 2 77-? i COV 4,446 466 OPEN 3,262 CONTRACTOR'S MAILING ADDRESS 12168 GRANITE RIDGE ROAD OROVILLE Fireplace "All 11500 CONSTRUCTION LENBANK PARADISE VNKNOWN Total Valuation $ 116,602.00 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 657.00 ARCHITECT OR ENGINEER OWNER LICENSE NO. Plan Checking Fee $ 328.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESSPARADISE Permit fee $ 1020.50 PLUMBING PERMIT Filing Fee 15.00 Each Trapaoutlet55.00 0 55.00 Solar or heat pump wat0 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7-0017.00 Each Qas water heater 0 7.00 2 USE OF STRUCTURE Gas piping system 1 - 0 5.00SFQ Building sewer0SPECIFY Duplex❑ Mobilehome❑ Other Mobile Home S00 TYPE OF WORK New [Yj Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Permit Fee $ 109.0 Describe work: 3 REIRM _ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS 18.50 Main service 200ATO1000A, 37.50 CONTRACTORS LICENSE LAW NEW CONST./ DWELLING OCCUP.&� 3.5dsq.ft. 1 declare under penalty of perjury (check one): OR ADONS. 1 ACC. BLDGS.1 NEW CONSTR ULT' -OUTLET 97-90 @ 5•00 NaNO I am licensed under provisions of Chapt. 9, Div. 3 of the Business N•R ESID BRANCH CIRC ITS POWER APPARATUS and Profession Code �a.jd my license is in full for a a -n dp [e'ffect. I �N .&) (SINGLE OUTLET CIR. EX, OCCUp(OUTLETS 20 76d License No. 1 Classification � G,� OR FIXTURES RAL 6 4F; ❑ l as the owner, or my employees with wages as their sole compen- FIXED EX. Occup. OUTLETS PIRESID IREA.) I 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 15,00 for sale. (Sec. 7044) El I, I, as the owner, am exclusively contracting with licensed contract- Home Facilities 15.00 ors. (Sec. 7044) Misc. Wiring 9 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ 121.00 - Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT FiIIng Fee 1 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating 19.50 9.50 ❑ I have placed on file with the County of Butte Building Department DUAL PACK a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling 3 TTON 16.50 16.50 I shall not employ any person in any manner so as to become subject Hood 6.50 6.50 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such permit Fee $ 4],50 provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee S is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Energy Inspection Fee $ 40.00 Butte to enter upon the above-mentioned property for inspection purposes. OCC CONSTTYPE I also agree to save, indemnify and keep harmless the County of Butte against TOTAL E $ 1338,00 all liab lities, judgment costs, and expenses which may in any way accrue HAz DF S IMP FL CDF PARC PD IS E against aid County ' conseque ce of the granting of this permit. 1.�-- q X lit INate I - - 1 This permit is hereby issued under the applicable provi- ❑ Contractor I Agent ❑ sions of the Butte Cou ty Code and/or resolutions to do An OSHA v s over 5'0 deep an demolition or construct- work Indic o for which fees have been paid. t'o ion of struc urestoverr39stord foie he I R OF PUBLIC WORKS / Receipt Noc o� r 7' � Z I Da L��9y PERMIT EXPIRES Date z WHITE-D.P.W.• YELLOW -AS SSOR, PINK- ECTOR, GOLDENROD -APPLICANT T :..^5 t r " r - ae �.. w::. '.. •. : i > ..:�.,?, t,.. .. # �s r.: •a:�c�C•' -- .r ' 5 10, 1 r.. J, X13 i'� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.'538.7541 APPLICATION AND PERMIT PERMIT NO. 9� -dam 7 A33ESSOA PARCELNUMBER < f-35- YO ZON1>0 rIN /0 BUILDING PERMIT OWNER d ����►��ii�GRG/�.9,./N/J D�q�y� TELEPHONE �732 Y3 SO. -FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS D° 0- 8 - x 517 6 4� A I o 13 00 CONTRACTOR'S NAME/ y, It OJ Lc—_ CZ:. TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LEN;g \ 1"�� UNKNOWN Total Valuation $ LENDER'S MAIL NG ADDRESS Filing Fee $ 55.00 Permit Fee $ s ARCHITECT OR ENGINEER C ` LICENSE NO. Plan Check Checking Fee - $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 7-0 Penalty $ BUILDING ADDRESS tl Permit fee $ 1020 5.0 PLUMBING PERMIT Filing Fee 15.00 G Each Trap 5.00�_-' ' /�i8/1/d�0iltf'� Solar or heat pump water heater 20.00 LOGIT NO. SUBDIVISION NAME PARCEL cMAP (7 / Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 S Building sewer 15.00 13' - Mobile Home I S G W @ 15.00 TYPE OF WORK New ZAddition❑ Remodel[] Utilities❑ Installation❑ Other❑ Describe work: Permit Fee $ ldq. Contractor ELECTRICAL PERMIT Fil' gFee 15:00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): �j l� l am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. (+ ,. __ l License .JO. 5X'24:6-1 Classification Y�X I, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A1 37.50 NEW CONST./ ACC. BLDGS. DWELLING OCC P. OR ADDNS. 1 3.64 sq. , {i7 Ly ♦' NEW CONSTR U TI.OUTL NON-RESID BRANCH CIRC ITS @ 5.00(POWER APPARATUS el (SINGLE OUTLET CIR, Ex. Occu ( p1 OUTLETS OR FIXTURES zo 76d FIXED APP LNS. OR Ex. Occup. OUTLETS IRESI D.I 3.00 Temporary service 15.00 /S Mobile Home Facilities 15.00 Mise. Wiring 15.00 Permit Fee $ PL — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. j I shall not employ any person in any manner so as to become subject I C� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating >, 100 k ArJ t jQ0t9L td4e (j /- Cooling jj 3 Hood ,b Wn/ 6.50 �. , Ventilation permit Fee $ Contractor Mobile Home Installation Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iia 'H es, judgments, costs, and expenses which may in any way accrue against aid County ' ons quence of the granting of this permit. X a Date — I of Applicant — Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5'0 dee P' nd demolition or construct- ion of structures3q stories in height Energy Inspection ee $ q - D, CONSTTr E v TOTAL FEES 1 3 g HAz DFEES IMP FLDDD 1...._ CDF PARC PD HD ISSUE This permit is hereby issued under the sions sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been aid. p WORKS Date -'---- pover G~7G— Receipt No. 1 � C, es� / / / �7 — .`.IIIYE-D.P.W., TEL LOW- ASSESSOR, PINK -INSPECTOR, GOL NROO-APPLICANT v..{` t r „--'t�.� .v'.. ? 1'i+t"+'+at j„»•'i'"..,iin"x.}yQ:s^Ar'+i�.<T"N,+I.".i .f �� .. v:.. "�.'�...r•M. y.+.F :m..- �i.Wr'crr rk--.T,,, ti "^'��.. �:�.,�.r� � �-'� �°�r�►�i---t't.rf4r-.r.� � �t W, - BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number � jam' did Building Department No. ' o c. _ • School District ��/t�/,/$� -City n County U Jurisdiction Property Owner. S4r/?V/4> Project Location/Address I �LC.. F/1/}.✓ l.✓�9v, �'92A063 e-- 2-- Subdivision --ZSubdivision % �.� Lot Number Residential Development: Sq. Footage T # of Living MHI Addition (Group' R) Units Commercial/Industrial: a O Sq. Footage New Addition (Including•Exterior Roofed Areas) it g Department Represent a i e Date (Floor Plans reviewed by School District Personnel) Distri t Id No. 9A-6�z School District certifies that -� ,/l r I rl (Ap''plicant 2Name jO t 6107XJ P -t, (Street'Address ty I has complied with the requirements by the payment of e Sch of District Representat PAID BY CHECK NO. 1p�j BANK NO PAID BY CASH State one Number) Zip Code of Resolution No. representing -square feet. ive Da e REMARKS: white -applicant, yellow -building department, SCHOOL.FEE (8/88) ziR pink -school district S CHIEF ADMINISTRATIVE OFFICE COUNTY OF BUTTE OVTtF 25 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3380 .(916) 538-7631 O _ p O � p O - p 0 0 �ount'� MARTIN J. NICHOLS CHIEF ADMINISTRATIVE OFFICER June 22, 1988.. Dino and Tony Visinoni 93 Marlee Lane Paradise, CA 95969 Re: Use Permit, AP 55-35-040 Gentlemen: MEMBERS OF THE BOARD: HASKEL A. McINTURF JANE DOLAN KAREN VERCRUSE ED McLAUGH LIN LEN FULTON At the regular meeting of the Butte County Board of Supervisors held June 21, 1988, your appeal of a denied Use Permit to allow a backhoe business on property zoned U located on the southeast corner of Neal Road and E1 Fran Way, Paradise, was denied. Should you have any questions regarding this matter, please contact the Planning Department at 538-7601 between 10:00 a.m. and 3:00 p.m. Very truly yours, Martin J. Nichols Chief Administrative Officer MJN•lr cc:. Public Works Department (2) Health Department Department of Forestry RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER A GENERAL ZZoning requirements: (sideyards and number ✓1/Valuation. 5 Plans signed by designer. Proper description of work on application. --5: Existing violations on property. 8/91 Bldg. Permit # %?A ^ 4 -;?, (P % A.P. # - -,3-5- V0 Plan Checker A5 of permitted living units). fa. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). •7�Recorded notice of violation. PLOT PLAN omplete parcel size and dimensions. Setbacks, sideyards, easements, etc. ther buildings or structures. Grading, fills, drainage. .Flood hazard. Special conditions on creation map, stible, and foundations). EAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - . on -comb . Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). equired windows for second exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207). �. Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). Is in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles ance of mechanical equipment. Locations of water heater, heating and cooling equipment, other �f gas equipment. p8: G rage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3'0" exterior exit door (sec. 3304 (f). . 02"Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). &I—numbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 210-8). for main - electrical Standard bracing or engineered design (Table 25V) -- Unusual shape, size, or split level house requiring lateral design. clerestory requiring balloon framing and/or engineering. %Three story building requiring engineered calculations and plans. /Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. ®.Rafter ties or bearing ridge beam. �--Garage door or porch header sizes. 2—Stud heights. Adobe soils - special foundation design. 5Retaining walls requiring design. D—. Special Inspection required. building j 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails ,(Sec. 3306). - ,Guardrail details (Sec. 1711 & 3306(j). ' Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). /R'oof covering type - (fire hazard). Foam insulation - protection. — 3.6" halls and stairways. — Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). .'Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. 7CGDF responsible area requirements. ''µ'Y Y'` "ti. �.. -.rte �'�.... ..- r, _ . �.-... ...�..,,,.- �,.+'-.�,.�.wro.:ry...-..,v'S.'v.i-"'it.:-..�`+..i^..+c:..�,.".»rh'^^.`,Y'r•.`: �.: ..�.,r.., �r�,., � ,. r . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMITTAPPLICATION DATA SHEET Permit No. OWNER SFRs /O � Cf 11064414ryld /So/Z/?,I VO Proposed Building Use tV« 3l3ti J�� Building Inspector_ A. P. No. GS rJ Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate; signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6: Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions .......__i4 10. Fees of $ .Z. _ 'Z Z 2 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ..................................................... School, District fees paid .............. 14. Sanitation approval from r/06/10/ -f '5—Health Department I to`L' 15. City of Chico plumbing permit. ................................ 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... Improvements may be required. Contact Land Development Section DPW Driveway permit (constryt"approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector. (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ............i...... Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... i Letter of sugnature authorization ......... ...................... . 27. _-*WP95 U Z When you issue the Dermit. Drocess as fo Mows: Mail to owner Ma i I to t-nntrarrtnr Telephone Other and hold for pickup at office. Applicant Deliver w/inspector. Date ( -�: t =(,> Copy of Hdz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept Other Date By The following data must be submitted prior to pW it issuance: (C ' i m not c ec above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone _mail_counter by date Plans checked by4=—Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO FROM: SUBJECT: Buildina Department ,Environmental Health Sanitation Clearance O er ' Location AP# 0 Plan Approved for: Sewage Disposal ✓ 'Rater Supply � Water Supply Hold final for: Water Supply ^incl clearance O.R. for: Clearance for I bedroom m� '1 home. Other NOTE ** Date Sanitarian 32--05376 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOP;4ENT Section 26-8.1 of the Butte, County Code requires this acknowledgemeint be recorded prior to issuance of a building Permit. 92-005376 The property described herein is adjacent to land or included within an area zoned Recorded for agricultural purposes, and residents Official Records of this property may be subject to incon- County of veniences or discomfort arising from the Butte use of agricultural chemicals, including, Candace J. Grubbs but not limited to herbicides, pesticides, Recorder and fertilizers; and from the pursuit 2:31pm 7 -Feb -92 Rec Fee 5.00 Cash 5.00 PUBL. JJ 1 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 agricul- tural zones which have as a priority use for productive 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 Eh -at real follows: :property. situate in the County of Butte, State of California, described as � , I lC, Date: State of SS. County of _J OFFICIAL NOTARY SEAL BLAIR L. HERMAN F67 Notary Public— California BUTTE COUNTY My Comm. Expires FEB 07,1995 ._ 9_� 6� e-� iy► -?9 , 19 7s 055 -35-0-oqo-o On this the undersigned Notary N , EE - PROPERTY OWNERS: day of ZFj& 19before me, the Public, personally appeared D 3 U � Personally known to me.14Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that e executed the same for the purposes therein contained. IN LdI` ESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No.zUsSiC%.�00l'>s EN® OF DOCUMENT Notary Public C' , ti, �. ;; t� N W O �� �- U ), Sw ,.- - ,. � }� .. ._ .."L%- ..r Certificate of Compliance: Residential Climate Zone 11 Project Title Building dam` M �7 .5 Project Address r oe ls Chec,ted By / Hata Documentation Author Telephone Fafmoement Agency Use Only BUILDING DATAGlass Area % Glass North 9.4 Cond' ' ea Number of Stories East Sla 'sed Floc Number of -Units �_ South West n a amity Detached (SFD) [ ] Addition Alone Si [ ] Single Family.Attached (SFA) [ ] Existing Building Skylight . [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total / BUILDING SHELL INSULATION Component Insulation Locatilnn/Comments Type R -Value etc.) Wall .............. Roof............. Roos' ............. Floor ............. Floor ............. _ Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation Sn (singlie. double)(roller blind. etc. (Aadescreen, etc.) es/ao) (metaltwood) North ( ) North ( ) East ( ) ��. •• ��_ East ( ) South ( ) •i _ ii South ( ) West ( ) y West ( ) Skylight....... --- 7 THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) 00 (inches) Location/Description (kitchen. bath. etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Locadon Duct Output Manufacturer / Model # conditioner, hent um) (SE, SEER,HSPF) (attic, etc.) R -Value tuh or approved equal) a t .7MI.-- Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Speciature(s SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR NOTE: l owrise residential buildings subject tG the Standards must contain these measures regardless of the compliance approacA used Items marked with an asterisk (•) may be superseded by mote stringent compliance requirements listed on the Certificate of Compliarree. Wtterr this checklist is incorporated into the permit doeumer :a, the features nottd'&hall be considered by all parties as binding minimum component performance specifications for the mandatory measure whether they arc shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *§2-5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. *§2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does nes apply to exterior mass walls). 62.5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 pcmi/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(p: Vapor barriers mandatory in Climate Zonas 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed §2.5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment siring: attach calculations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating system. ' §2.5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. 12-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fued space heating equipment has intermittent ignition device& 12-5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception 1): Pipe insulation on steam and steam condensate return dt recirculating piping. §2-53111(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal cffrciency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas feed appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers. freezers and fluorescent tamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chaptc-r2. Sutdupter4. Article 1 of the California Administrative code, This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purdiaser of the building. Designer Building Owner 1r Nana: Name: S C FdV,4-;L TitkJ!✓um: r1doFum c;' �z ea.T-'_3 c _&'n z Address: Address: Z 1 ' C� R.- c 6 Q�1�. Telephone: Te ne: l.ic. 0: (signature) Documentation Author Name: TitkJFum: Address: (date) t2. -1ro4 N -3i-9\ (signature) (date) Enforcement Agency Name: - 0 Agency: Tekpho= 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories Number of stories R -value One Two Three R-0 -103 -49 -32 R-19 -8 -1 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation In Floor Single- Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -144 -70 -46 0:80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation In Floor Controlled Ventilation Crawlspace -14 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation 4 40 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 • -46 -30 0.30 -69 -34 -22 0.20 -13 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 .6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -14 -48 Number of stories Effective Percent Glass R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 _2 -2 -2 R-19 -1 -2 j -2 4. Slab Edge Insulation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 - 2 R-7 8 6 3 F2 factor 29 -58 -20 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Inriltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 -48 -69 Effective Percent Glass U -value 16 Percent (Percent Slags x SC) -59 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -8 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) -14 -48 -69 Effective Percent Glass na 16 -12 (Percent Slags x SC) -59 -55 Effective 14 -10 -35 -50 %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 3.5 2 5 lB. Shading (Shade Closed) Effective Pereeett Glass (Percent tib x SC) %Glata North Eat South West Skybght 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40. -37 na 11 -7 -26 -36 -33 na 10 -6 -23 r -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -60 t -8 .. -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Muth Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -0 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single- Sum of 1-6 wall Family Family Muth Mass Detached Attached Family 0.00 0 0 0 0.20 0.40 3 5 2 4 1 3 0.60 8 6 4 0.80 1.00 10 13 8 10 5 7 1.20 13 12 8 1.40 1.60 12 10 13 13 9 11 1.80 10 12 12 2.00 10 11 13 11. Heating System SE or KSPF (assumes ducts in attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Sum of 1-6 SEER One -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 7 6 5 Effective SE or HSPF 2 11.0 (SE or HSPF x duct efficiency) 4 3 Effective -25 or -24 to -14 b -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER One -5 -4 -4 -3 (assumei ducts In atdc) Two + 3 3 Stm of 7-10 2 2 1 Single -Family -25 or -24 to 14 to -4 to +6 to 16 or SEER lest -15 1.6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -0 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 Solar Effedive SEER -1 -1 0 0 (SEER xdud efficiency) HWR -18 -12 Sun of 7-10 -7 -6 Effective -25 or -24to -14b -410 +6b 16 or SEER les: -15 -5 ♦5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 ., 2 2 2 1 Single -Family tached and Attached Unit Size (sQ Water ; i 99 121a^ 1700 2200 2700 Heater U•edit or b to to or Type Type less 1699 2199 2699 more SG None 0 t 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 _ 5 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 10Y. HWR -18 -12 -9 -7 -6 45% WSB -25 -16 -12 -10 -8 80% POU -18 _-12 -9 -7 -6 IG None -5 -3 -2 -2 -2 1.7 Solar 7 ; 5 4 3 2 3.2 POU 3 _ _2 1 1 1 IE None -28 -19 -14 -11 -9 0.6 Solar 8 - 5 4 3 3 2.1 POU -10 ' -6 -5 -4 -3 3.5 Multi -Family (individual units) ren 4.8 5 5.2 It Unit Size (sQ 2o% Water 0.6 699 700 1200 1700 2200 Heater Credit or b to b or Type Type less 1199 16M 2199 more SG None 0 0 0 0 40, or Solar 14 7 5 4 • 3 HP HWR 9 5 3 2 2 3.7 WSB 9 4 3 2 2 5.1 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 2.6 Solar 2 1 1 0 0 4 HWR -23 -12 -8 -6 -5 5.S WSB -25 -13 -8 -6 -5 1.5 _POU -23 112, _8 -6 -5 IG None -8 -4 -3 -2 ; -2 4.4 Solar 6 3 2 1 1 5.9 POU 1 __ 0 0 0 0 IE None -30 15 -10 -8 -6 3.2 Solar 18 9 6 4 4 4.7 OU -8 . -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORECARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation Measures 960 or -value [38] U -value [0.030] 19 Or va ue [ 1] U -value [0.098] or R -value [ f9l U -value [0.037] Point Scores 4. Slab Edge Insulation or R -value [OJ F2 factor[o.77] S. Infiltration Standard 6. Glass Heat Loss Type fi� 4-r[double] U -value [0.65] 90 To ] Sum 1-6 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. � Interior Thermal Mass r 10. Eiderior Wa11,Mass 11. Heating Sy''erA Zonal Cone ( Y / N ) 1' c � F• 12. Cooling System Zonal°Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % glass - 4.5 X • % % _ X = �. X = - • x = X = • % Glass SC Eff. % Glass q• s X _ -z .� X _ • / X X = _age TYPE 1 MASS AREA 8 COND. FLOOR AREA Interior Nass/CFA TYPE 2 MASS AREA % Exterior Wall Mass ND . FLOOR AREA • X SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] t� HSPF 10.5615. 151 �• X . Z =71 9q SEER [9-5] Duct Efficiency [0.74] Effective SE [7.031 Type [SG] Credit [none] • JL Sum 10 Point Total: 1 Interior Mass/CFA t r,rx :loss ll•7°IK't•=� TYPE I "SS (UInC • 4.2, le: exposed slab) IC-rpa.A a.b) 0% 5% 10Y. 15% 20% 2S% 30% 35% 40% 45% 50% 55%.60% 606.70% 75% 80% 857'- 90% 95% 100% 105% 1101/. 115% 120% 125•. O1/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7, 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 IOY- 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 2o% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 28 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% O.S 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 6.3 5.6 58 401/. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.S 5.7 5.9 SO% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 62 60% 1 1.2 1.4 1.7 1.9 21 23 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70Y. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.8 4.8 5.1 5.3 S.5 5.7 5.9 6.1 6.3 6.5 BOY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 63 65 6 7 90Y." 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 959. 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.5 9.8 4 4.2 4.4 4.6 4.9 5.1 5.3 SS 5.7 5.9 6.1 8.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 6.9 6.1 63 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.6 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.S 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 2.3 2.5 2.7 29 9.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 SA 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3A 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 S.9 6.1 6.3 6.5 6.7 7 7.2 1.4 Point System Summary: Climate Zone 11 SCORECARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation Measures 960 or -value [38] U -value [0.030] 19 Or va ue [ 1] U -value [0.098] or R -value [ f9l U -value [0.037] Point Scores 4. Slab Edge Insulation or R -value [OJ F2 factor[o.77] S. Infiltration Standard 6. Glass Heat Loss Type fi� 4-r[double] U -value [0.65] 90 To ] Sum 1-6 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. � Interior Thermal Mass r 10. Eiderior Wa11,Mass 11. Heating Sy''erA Zonal Cone ( Y / N ) 1' c � F• 12. Cooling System Zonal°Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % glass - 4.5 X • % % _ X = �. X = - • x = X = • % Glass SC Eff. % Glass q• s X _ -z .� X _ • / X X = _age TYPE 1 MASS AREA 8 COND. FLOOR AREA Interior Nass/CFA TYPE 2 MASS AREA % Exterior Wall Mass ND . FLOOR AREA • X SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] t� HSPF 10.5615. 151 �• X . Z =71 9q SEER [9-5] Duct Efficiency [0.74] Effective SE [7.031 Type [SG] Credit [none] • JL Sum 10 Point Total: 1 l fee wom Co �s ' i « § R �/« m §�� \ j � « 40' I 1 T i GULF COAST - GC 19,600 gal. approx. 40' I ------------ `i OCEAN BREEZE - OB 18,900 gal. approx. 40' PIP , ISLAND BREEZE II- BN 20,000 gat. approx. 40' f POSEIDON - PS 23,000 gal. approx. 39' ACAPULCO - AC 16,300 gal. approx. 3II' _ 7 MEDITERRANEAN - BP 17,000 gat. approx. 26' cV m BERMUDA - BM 6,000 gal. approx. 38' RIO - BPD 22,000 gal. approx. AVAILABLE 3.5' TO 45' IN LENGTH FFF PANAMA - BL 14,000 gal. approx. SANTA CRUZ - SL 6,500 gal. approx. q, P(C7= 35' GUTL F SHORES - GS 15,000 gal. approx. CANCUN -CC 18,200 gal. approx. 35' I ` _ MONTEGO - MT 14,000 gal. approx. I- 4' c9 CARIBBEAN - CB 19,000 gal. approx. N N -( SEA BREEZE - K 16,000 gal. approx. cll -------------- LAKESHORE-CD 14,000 gal. approx. t` r T ST. THOMAS - L 13,700 gal. approx. 31' Ell CHESAPEAKE - CP 10,500 gal. approx. D i SANTA BARBARA - RS 12,500 gat. approx. o _F CARMEL - FF 12,000 gal. approx. 30' TRITON - TN 13,500 gal. approx. i T I T LAGUNA-LG 14,800 gal. approx. =30'-_ L C:5 ED �T ROCKPORT-RP 12,800 gal. approx. 0 MONTEREY - MK 10,000 gal. approx. N I KEY WEST- BFF 9,000 gal. approx. in ( i FREEPORT - FP 6,000 gal. approx. L � i BAJA - SFF 7,500 gal. approx. 25'-5" 0 v - DELRA`Y B 8,100 gal. approx. � C7 I ( SUN COAST - BKD 6,000 gat. approx. N ( CLEARWATER - SP 4,000 gal. approx. 20' 0 N to M CAPE CORAL - SK 3,750 gal. approx. 16' 01 MAUI - MTK 2,300 gat. approx. X15'-10"� OAHU-MLL 2,200 gal. approx. 14'-6" d TROPICANA - MP 2,500 gal. approx. V BAHAMAS - MFF 2,100 gal. approx. TABLE 2 POOLS ABOVE {: ROUN(D Ilii ° AIA.ATION SERIES 39' I i - FP MFF MK VILL SP SANTA CRUZ - SL 6,500 gal. approx. q, P(C7= 35' GUTL F SHORES - GS 15,000 gal. approx. CANCUN -CC 18,200 gal. approx. 35' I ` _ MONTEGO - MT 14,000 gal. approx. I- 4' c9 CARIBBEAN - CB 19,000 gal. approx. N N -( SEA BREEZE - K 16,000 gal. approx. cll -------------- LAKESHORE-CD 14,000 gal. approx. t` r T ST. THOMAS - L 13,700 gal. approx. 31' Ell CHESAPEAKE - CP 10,500 gal. approx. D i SANTA BARBARA - RS 12,500 gat. approx. o _F CARMEL - FF 12,000 gal. approx. 30' TRITON - TN 13,500 gal. approx. i T I T LAGUNA-LG 14,800 gal. approx. =30'-_ L C:5 ED �T ROCKPORT-RP 12,800 gal. approx. 0 MONTEREY - MK 10,000 gal. approx. N I KEY WEST- BFF 9,000 gal. approx. in ( i FREEPORT - FP 6,000 gal. approx. L � i BAJA - SFF 7,500 gal. approx. 25'-5" 0 v - DELRA`Y B 8,100 gal. approx. � C7 I ( SUN COAST - BKD 6,000 gat. approx. N ( CLEARWATER - SP 4,000 gal. approx. 20' 0 N to M CAPE CORAL - SK 3,750 gal. approx. 16' 01 MAUI - MTK 2,300 gat. approx. X15'-10"� OAHU-MLL 2,200 gal. approx. 14'-6" d TROPICANA - MP 2,500 gal. approx. V BAHAMAS - MFF 2,100 gal. approx. TABLE 2 POOLS ABOVE {: ROUN(D Ilii ° AIA.ATION SERIES SERIES MP - FP MFF MK VILL SP MTK BKD B SK BFF BM FIG. 1 TYPICAL CANTILEVER CONCRETE DECK 6"X6"-W1.4X Wt.A WIRE MESH OR T MIN. BER AR NO. 3, ON 2' O.C. EACH WAY. 9FORCLAY(ADOBE) SLOPED 1/4"=1OIL ONLY. 3"THICK COMP ACTED SAND (TYPICAL) 4" MIN. THICK COMPACTED GRAVELFORCLAY (ADOBE) SOIL ONLY. SAND FIBERGLASS POOL SHELL FIG. 3 TYPICAL BOND BEANI CONSTRUCTION MIN. BRICK, FILLED BLOCK, OR POURED CONCRETE B" MAXIMUM 24" \\\`i \�SLOF ED 1 FOR CLAY FIG. 2 (ADOBE) SOIL ONLY. CONCRETE DECK W1TI-I BRICK OR STONE [BRICK OR HATrURAL 3'iVIIN.- STONEIDECK SLOPED 1/4"=l' BACKFILLED DJIRT 6"x611-W1.4XWIA WI IRE MESH OR RNBAR NO.3, ON T' O.C. EA1CH WAY. FO)RCLAY (ADOBE) 10)[LONLY. Length, width and depth may vary up to 3% - all dimensions are to outside edge of coping, measured from parallel lines. 3" THICK COMPACTED SAND (TYPICAL) 4" i�11N. THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL ONLY. SAND FIBERGLASS FOOLSHELL FIG. 4 TYPICAL ABOVE GROUND INSTALLATION r 6"x6"-W1.4XW1A WIRE MESH OR REBAR NO. 3, ON TO.C. EACH WAY. FOR CLAY (ADOBE) OIL ONLY. FORCLAY (ADOBE) SOIL ONLY. OPTIONAL WOOD DECK 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, fiberglass and ceramic. The surface finish is a neo pentyl glycol gel coat. Viking Pools produces various styles of swimming pools and spas. When installed in accordance to Viking Pool installation procedures, the pools and spas comply with applicable requirements of the following codes: 2000 International Building Code® (IBC) 0 1997 Uniform Building Code (UBC) 0 BOCA° National Building Code/1999 (BNBC) ® 2000 International Plumbing Code@ (IPC) 2000 IAPMO Uniform Plumbing Code (IPC)* The overall pool dimensions, depths and capacities are shown in Table 1. The units comply with ANSI/NSPIA 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 elevat- ed portions of the units are protected frorn 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 per- manent 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 Pool dealer's name, address and telephone number. InstallationProcedure: 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 encountered at the site: 1. The existence of significant 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 the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool or spa location. 6. The existence of any cracks or openings in soil that would not confine sand bedding. If any of the conditions above is encountered, excavation must cease immediately. The specified conditions at the site must then be reviewed and recommendations made by the RDP. The building official must approve the RDP's report before work is completed. The pool or spa excavation profile must coincide with the contours of the pool. The over excavation is approximately 6 to 12 inches (152 to 305mm) on the sides and ends. The over excavation at the pool bottom is approximately 4 to 8 inches (102 to 203mm). 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 manual tamper and water. The pool or spa is then set into place using a crane, excavator or manually and be within 1 inch (25mm) of level. Simultaneous waterfill and sand backfill operations then commence. The sand is compacted with a tamper and water. The installer must ensure that the backfill level and water level are approximately.the same throughout this procedure. After completion of the backfill and plumbing, the decking is placed. Decks are prepared as indicated in Figures 1 though 4: 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. 2. Cantilevered decks are constructed with brick or stone as rioted Figure 2 in all cases. 3. Raised bond beams are constructed as noted in Figure 3 in all cases. 4. Aboveground installations are constructed as noted in Figure 4 in all cases. Barriers are required where pools are on premises of UBC Group R, Division 3, Occupan cies or IBC Group R Occupancies. The barriers must comply with Appendix Chapter 4, Division 1, of the UBC or Section 3109.4 of the IBC. BOCAO National Building Code/1999 (BNBC): 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 re- port, swimming pools used under the BNBC must satisfy the following items: 1. Location: Swimming pool and spa walls shall maintain distances from property lines required in Section 421.4 of the BNBC. 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning devices, walkways, steps and ladders, must be observed. 3. Water Supply: The water supply and drainage must comply with Section 421.6 of the BNBC. 4. Barriers: Barriers for private swimming pools must comply with requirements in Section 421.10 of the BNBC. 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 of the BNBC. 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, Inc., Viking Pools Central or Viking Pools Northeast) and address, pool or spa model designation, a coded serial number and the evaluation report number (PFC-3608). The units also bear the label of the quality control agency, Columbia Research & Testing Corporation (AA -527). F-vidence ubriritted: Plans, fabrication and installation data, calculations and a quality control manual. Findings: That the Fiberglass One-piece Swimming Pools and Spas comply with the 2000 Interna- tional Building CodeO (IBC), the 1997 Uniform Building Code (UBC), the 1999 Standing Build- ing Code©, The BOCAO National Building Code/1999 (BNBC), the 2000 International Plumbing Code@, and the 2000 IAPMO Uniform Plumbing Code, subject to the following conditions: 1. The construction and pool/spa installation comply with this report and the manufac turer's instructions. 2. Electrical and plumbing installation comply with the respective codes in effect at the construction site. 3. The pools and spas are installed by trained dealers, agents or customers approved by Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. 4. Clearances from slopes are observed as set forth in Section 1806.5.4 or the UBC, Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. 5. The pools and spas produced by Viking Pools North east, Inc. 176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 \. West Interstate 20 East, Midland, Texas; and Viking Pools, Inc., 121 Crawford Road, Wil- (' liams, California, are manufactured under a quality control program with inspections by rf Columbia Research and Testing Corpora- tion (AA -527)., UP. 12-31 0 CIVI A, ✓ '01:0 BUTTE COUN TY ll i$ 03SM APPRo8v E THICK P CAL) SAND 4" MIN. THICK COMPACTED] � III SAND GRAVEL FOR CLAY (ADOBE) SOIL ONLY. FIBERGLASS POOL SHELL Length, width and depth may vary up to 3% - all dimensions are to outside edge of coping, measured from parallel lines. 3" THICK COMPACTED SAND (TYPICAL) 4" i�11N. THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL ONLY. SAND FIBERGLASS FOOLSHELL FIG. 4 TYPICAL ABOVE GROUND INSTALLATION r 6"x6"-W1.4XW1A WIRE MESH OR REBAR NO. 3, ON TO.C. EACH WAY. FOR CLAY (ADOBE) OIL ONLY. FORCLAY (ADOBE) SOIL ONLY. OPTIONAL WOOD DECK 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, fiberglass and ceramic. The surface finish is a neo pentyl glycol gel coat. Viking Pools produces various styles of swimming pools and spas. When installed in accordance to Viking Pool installation procedures, the pools and spas comply with applicable requirements of the following codes: 2000 International Building Code® (IBC) 0 1997 Uniform Building Code (UBC) 0 BOCA° National Building Code/1999 (BNBC) ® 2000 International Plumbing Code@ (IPC) 2000 IAPMO Uniform Plumbing Code (IPC)* The overall pool dimensions, depths and capacities are shown in Table 1. The units comply with ANSI/NSPIA 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 elevat- ed portions of the units are protected frorn 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 per- manent 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 Pool dealer's name, address and telephone number. InstallationProcedure: 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 encountered at the site: 1. The existence of significant 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 the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool or spa location. 6. The existence of any cracks or openings in soil that would not confine sand bedding. If any of the conditions above is encountered, excavation must cease immediately. The specified conditions at the site must then be reviewed and recommendations made by the RDP. The building official must approve the RDP's report before work is completed. The pool or spa excavation profile must coincide with the contours of the pool. The over excavation is approximately 6 to 12 inches (152 to 305mm) on the sides and ends. The over excavation at the pool bottom is approximately 4 to 8 inches (102 to 203mm). 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 manual tamper and water. The pool or spa is then set into place using a crane, excavator or manually and be within 1 inch (25mm) of level. Simultaneous waterfill and sand backfill operations then commence. The sand is compacted with a tamper and water. The installer must ensure that the backfill level and water level are approximately.the same throughout this procedure. After completion of the backfill and plumbing, the decking is placed. Decks are prepared as indicated in Figures 1 though 4: 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. 2. Cantilevered decks are constructed with brick or stone as rioted Figure 2 in all cases. 3. Raised bond beams are constructed as noted in Figure 3 in all cases. 4. Aboveground installations are constructed as noted in Figure 4 in all cases. Barriers are required where pools are on premises of UBC Group R, Division 3, Occupan cies or IBC Group R Occupancies. The barriers must comply with Appendix Chapter 4, Division 1, of the UBC or Section 3109.4 of the IBC. BOCAO National Building Code/1999 (BNBC): 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 re- port, swimming pools used under the BNBC must satisfy the following items: 1. Location: Swimming pool and spa walls shall maintain distances from property lines required in Section 421.4 of the BNBC. 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning devices, walkways, steps and ladders, must be observed. 3. Water Supply: The water supply and drainage must comply with Section 421.6 of the BNBC. 4. Barriers: Barriers for private swimming pools must comply with requirements in Section 421.10 of the BNBC. 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 of the BNBC. 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, Inc., Viking Pools Central or Viking Pools Northeast) and address, pool or spa model designation, a coded serial number and the evaluation report number (PFC-3608). The units also bear the label of the quality control agency, Columbia Research & Testing Corporation (AA -527). F-vidence ubriritted: Plans, fabrication and installation data, calculations and a quality control manual. Findings: That the Fiberglass One-piece Swimming Pools and Spas comply with the 2000 Interna- tional Building CodeO (IBC), the 1997 Uniform Building Code (UBC), the 1999 Standing Build- ing Code©, The BOCAO National Building Code/1999 (BNBC), the 2000 International Plumbing Code@, and the 2000 IAPMO Uniform Plumbing Code, subject to the following conditions: 1. The construction and pool/spa installation comply with this report and the manufac turer's instructions. 2. Electrical and plumbing installation comply with the respective codes in effect at the construction site. 3. The pools and spas are installed by trained dealers, agents or customers approved by Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. 4. Clearances from slopes are observed as set forth in Section 1806.5.4 or the UBC, Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. 5. The pools and spas produced by Viking Pools North east, Inc. 176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 \. West Interstate 20 East, Midland, Texas; and Viking Pools, Inc., 121 Crawford Road, Wil- (' liams, California, are manufactured under a quality control program with inspections by rf Columbia Research and Testing Corpora- tion (AA -527)., UP. 12-31 0 CIVI A, ✓ '01:0 BUTTE COUN TY ll i$ 03SM APPRo8v E ON CLEARPRINT 1040N-8 5�1i �lji TI, Lo CD Lo t z coq. LL - Cl 77TRUIE 7,11, r •,E -F ,L I Z i 6 /e T / r v � s -{ ( 0or i -_ '7 d Cf) I $c N 0 m dff— x r✓ x wo 'r~ u i j j iwppr DRAW. ' CSF='IECKED j (k i