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065-010-007
`� � f �.%•# -+,.- w•: �.•� t ��•� j }tom .� �� BUILDING.CODE VIOLATION �LETTERj 3`0 DAY, t , `+ P .I., �L�. A i 3 ( 3 t d 7t y w i E Gli Al IL'iw���/ , }}�". iw ; w i , �• i 065-010-007 PERMIT#97-0979 PG&_E(DESABLA-PSEA) ` PACIFIC SERVICE EMPLOYEES ASSN. 1458B 6080 Camp DeSabla Ln., eSiab ✓ .1124P Cont: Holiday Pools 650107 Repair Ex Pool _ DeSablo Camp, DeSablo -- CONTR: D.R. Matteis, 6790 Rexdale Lane ,Pa4. • w w M �l� K i e N - b 1 - �- w �� i �i�i� I _ _ _- -- '' 1 f 1 RESIDE . L PERMIT Nr 065-010-007 --. vPERMIT#97-0979, - PG& E(DESABLA-PSEA) PERMITEi 6080 Camp DeSabla Ln., DeSabla I Cont: Holiday Pools OWNER Repair..Ex Pool_ - 6// CONTR. oc cl ASSESSOR PARCEL 1 I LOCATION �1 Y V r r4 yTemp. Power Pole t Called PG&E Temp. Elec. Service Called PG&E 1 - Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V=OK 4. Water; Location -Test -Easement Needed (Sketch) 0 = Not OKNot - Applicable • = NotReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #Is 1. Zoning Requirements - Setbacks - Easements : 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fau-C/O-Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'LYL / /Nat or/ /°L fL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 6. Alum. Awn.; Columns-ConnecbwsSplice-Decal-Enobsures 6. Carports; Windows -Doors Date Card B-1 Data 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-DemandVahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water, MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval ' 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS,'C011'ERS, C PORTS, GARAGES (Plans) OK except #Is 1. Zoning Requiremn nts,Setbac ksEasements 2. Footings; Soils -Size DepthSpacmg-C�Steel 3. Decks: Girders and/or Joists-Decking-BracingStairs-.Rads 4. Wood Awn.; Posts-BeamsRfbs.-Connectors ShU.40g.-Bracing 6. Alum. Awn.; Columns-ConnecbwsSplice-Decal-Enobsures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced.WaB•Panels 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, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip.fieater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 0 = Not o OK RESIDENTIAL (Single & Duplex) - = Not Applicable Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ N Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-BlockoutsWrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Pipings Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Chppies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-ShUng: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine 'nspection indicates that the following violations of Butte County Ordinances exist at the abov address and should be corrected. Please notify this office when correction of work is corn eted. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. J;s' ±'TJ (Lh4-,O- vn' I ( b &Xj -VJ-4 (-�/( r(fL 0 O Date - / S ' Inspector REV 10/92 ` BACH MAN & July 9, I997 ASSOCIATES COUNTY OF BUTTE Building Department 7 County Center Drive Oroville, California 95965 RE: Holiday Pools P.G.& E. B/A #97-020 Dear George: On this date, I made an inspection of the welding for the above 'referenced Job. The welds on the reinforcing angle. for the hinged support section are approved by this office. If I can be of . any further help, in this matter, please let me know. Very truly yours, C. W. BACHMAN CWB: jb ENGINEERING SURVEYING PLANNING DESIGNING 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 r JUN. 2. 2003 9:44WM " PG&E' 'G' 9f4D 04310 1U Ke,W4414 N0. 033 P.FP. 11 BUTTE COtMY DEPART vZn OF Punic mALTH SW EMIN NG POOL OFFICIAL YNSPE�C`I'ION REPORT 411 Main Street 7 CovaW Confer Drina P. O. BOX -53" Of*VIUC, CA 9S96S Chico. CA 95927 (9 16) 53$-'1282 (pi6) 891 927 , FAC: (916) S38 -216S FAX'(916) S9SrM12 DATB mpLAnnum Desabla INNSFUMON E mom t Ott Na hWUNc ADDReSs a • s- 170 E. Lassa Chico 3fi0 34LEW SERV 1 POOLTM Pool/ i1ft?v CN1oRu� Poi CYANURICACID RAW BATE • fpt (. J Nmant to Section W45 CCR, THIS POOL IS OFFICIALLY CLOSED. TW6 pool shall not be p1scW in op mtion until aB viaMow have beenjeorrocted and upon tp eWc wdnen approval by"gaooy. Call to schedule a reinspection. Lock aWt+ool 292LOEM samf*W AD- m to aeavemt =w by ether than maintenance aerconn�l_ THE NUMBER AND/OR ITEMS CITED BL'LOW REPRESENT HEALTH & SAFETY VIOLATIONS WHICH MUST BE CORRECTED IMMEDIATELY. NUMMM DIFERENCED CORP ASPOND TO VIOLATIONS LISTED ON THE REVERSE IDE. RECEIVED BY: INSPECTED PACE I of Wyk TOTAL PAGE.01 FA COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 Telephone (916) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 47 - ASSESSOR PARCEL NUMBER, 065-010-007 ZONING 1.1.40 BUILDING PERMIT OWNER PC & E DeSABLA PSEA TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4 r a,4; CONTRACTOR'S NAME HOLIDAY POOIS TELEPHONE -'�94-1467 CONTRACTOR'S MAILING ADDRESS 1170 E LASSEN AVE. CHICO CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation is ssaoozb ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ (� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ (� BUILDINGADDRESS 6080 CAMP DeSABIA LN. DeSABI.A Energy Plan Checking Fee $ $ PERMIT FEE S [) LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 4 127x;SF -:R,6( SF ❑ Duplex ❑ Mobilehome V Other ��� �4�(/� SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel0 Utilities ❑ Installation ❑ Other Describe Work: _ FV (kJnx-a. �4IIf 4 L L/ELECTRICAL Gas piping system 1 - 5 outlets J1 15.00 Building sewer 15.00 Mobile Home. ISI G1 W @20.00 PERMIT FEE $ PERMIT Filing Fee 20.00 Main Service :9.A oa mss 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full forge and effect. shy /"! � / License Class i+. .rt���„rr+•f..rVV���� LIC. NO. / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A ;''46.00NEW CONST. DWELLING OCCURSO OR ADDNS. ( 6 ACC. BUDS. SQFT. =RES . O. RT. ANCH CIRCUITS �a 7,50 POWER APPARATUS _ & SINGLE OUTLET CIR. 20 p 1.00 � Ex. Occup. OUTLET OR FD(TURES BAL'p so PLNS OR Ex. Occup. ouTLEt:T. tRRES,6.) 5:00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation i surance c�� r and policy number are: Carrier %' Policy Number — (The above sections�ir ed not be completed if the p rmit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workere compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / Date _f �4% % Signatu , of Applicant - Owr$er b Contractor ❑Ages An pHA permit is requ• d fo(ex2avations over 5'0" deep.at4 demolition or construction 2Wructures over 3 stories In height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ f rj HAZ. D. FEES IMP _ FLOOD r.. CDF .,.. PARCEL PD ,,,, HD �. ISSUE' f This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above -for which fees have been paid. By / tDate PERMIT EXPIRES Date Receipt No. YcK S%:IfZ WHITE-D.D.S.-6.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18' 19 20 21 22 23 24 25 26 27 28 PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte. I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division. # 7 County Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On May 19, 2003, a foregoing 10 -Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Pacific Gas and Electric - Capital Accounting Department PO Boz 770000 San Francisco, CA 94177 I declare under penalty of perjury under the laws of the State of California on May 19, 2003 at Oroville, California. Supervisor, Staff Support Services Butte County Department ofDe velopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile May 19, 2003 Pacific Gas and Electric Capital Accounting Department PO Box 770000 San Francisco, CA 94177 RE: Formal Warning Notice Building Code Violation Location: 6080 Camp DeSabla Lane, Magalia, CA AP #065-010-007 Dear Sirs: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated April 15, 2003, notifying you that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above - referenced location. As of this date, the following violations still exist: Failure to obtain the required final inspections and approvals from this office for pool repairs prior to use. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning, Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement -shall -.be -pursued -through -the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector IasOIOOfAQ,:Assessor Name?ACIFIL'GAS &ELECTRIC CO Asmt # �� Fee # 065 010 007 000 Status ACTIVE � Status Date Addr-I CAPITAL ACCOUNTING DEPARTMENT ---- - - y Tax 040OWNED BY PUBLIC UTI TRA 093 025 P Addr2 0 BOX 770000 i� Situs Addr3 SAN FRANCISCO CA 94177 B ase D t 01 f 0111978 Addr4 a Land — Q _ rJ Timber Preserve Structure 0 J AgPres Fixtures 0 Comments 16501000700 CONVERTED 09!08/88 0 EtaI — - Growing 0 'Creating Doc# 1988199999.99 1 Date Notes Current Doc#�- Date 03/24/2003 r Bonds Total FI Fix. R 0; O Multi Situs Killing Doc# - - Date O-J FIag1 MH PP . - 0, . Asmt Desc SBE 135 4 41 _ i SupEnt l ]J Flagg PP_ _ - 0; Zoning TM40 W Dwell 0 �J 910 MH Exempt 0 Acres/Sq Ft NIC 065 UjAsmt PP Pen Net 0 OJ Tax PP Pen R/C#_ I Appeal Pending TIR DtF i Split Pending RIC Stat PHY OWN EXP TAX7 110N 7ATT � SIT APR. PGL FEW ! Fl- fag .Find 120013:27:21 PM Butte CountyDepartmentofDevelopmentServices ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile April 15, 2003 Pacific Gas & Electric Capital Accounting Department PO Box 770000 San Francisco, CA. 94177 RE: Building Code Violation Location: 6080 Camp DeSabla Ln., Magalia, CA. A.P. # 065-010-007 Dear Pacific Gas & Electric: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to final permit Tor pool repairs. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance 'is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation., You have thirty (3O0 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Ap-q�- Scott Rutherford Chief Building Inspector SR: kj cc: Assessor X COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95955 - Telephone (916) 538-754 PERMIT, NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-010-007 ZONING tm40 BUILDING PERMIT OWNER iOO TELEPHONE ;SQ.F OCC. BUIILDIING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME HOLTDAY POOLS TELEPHONE 894-1467 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 3 5, U O n .5a ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 3 0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6080 CAMP F)PSABIA TN., DeSABLA Energy Plan Checking Fee $ PERMIT FEE S Q LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRU�CT�U(R�E rt £4- FX;S} ^ i�ak SF ❑ Duplex ❑ Mobilehome i Other Ag Q >t.IJC s ECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel Utilities ❑ Installation ❑ Other XBuildin Describe Work: _ /ytiCf2. _tal),J IJ(��(,(Q, I Gas piping system 1 - 5 outlets 15.00 sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800V ORUES9 Main Service 200A OR LESS 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class � S Lic. No. s /.2 9 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A .00NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. So •SOFT. NEW.9 NON -R SIIDT ANCI CIRC @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES 20Q1'00 YBAL @ .SO Ex. Occup. . Pp. w DORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. X1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number , (The above sections ed not be completed if the p rmit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' � compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ions. forthwzApplican;t�;�900n$r X Date f _ Signatu ' oContractor ❑ Age An O A permit is re ' d f e avations over 5'0" deep d de olition or construction ructures over 3 s ries in eight. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 5_4-J/ ,3 OJ , HAZ. D. FES IMP �.► FLOOD � CDF PARCEL PD HD 5SU This permit is hereby issued under of the Butte C Code and/or indicated ab or whit have B Y PERMIT EXPIRES the applicable provisions Resolutions to do work been paid. Date v L✓/ Date Receipt No. 22. / -3 C/cw • � WHITE-D.D.S.-B.C. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT a Whenh u issue the ermit, process as follows ❑ Mail to owner, ❑ 'ail to`contractor. ;Telephone '259 44�and hold for pickup at CNS office. ❑ Deliver with inspector. as -41 W,, Copy of Haz-Mat forth sent ❑ Health Department, ❑ Fire Department, ❑ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O*r;::e Index permi- application for the above items numbered: 2. Additional iterns required: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: — Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. S COUNTS' OF BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORO&LE, CALIF4I�L :965' - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: 0(015-- O 10 — 06_7 Proposed Building Use: a,QG w B d' g Inspector: Q -1R Q Quo Date: ' 5_ - IZ - 9';�- At time of permit application, I wai advised t14 fol. data must be submitted prior to permit processing and/or issuance: Date Received MOVAll items rave been submitted-------------------------------------------------------------------------- By ------------ 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intentor Nd -Heated and A/C Buildings. --------------------------------------------------------- 1]8. Hazardous Material-------------------------------------------- El 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $ ---'� `�- - z='----------------------------------------------------------------------- El 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- "El 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval _ Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing pe ; - ---=-----------------------------------------------------------------i ❑ 16. Plot plan and burin �ss licensep oval from the City of Biggs. = -------------W --7 --------------`- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -- ----------- -------- 1119. ❑19. Encroacment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- ❑24. Letter of: signature authorization. -------------------------------------------------------------------------------- ❑25. Recordod copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter or intent on building use. ----------------------------------------------------------------------------------- w, El 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑,128. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- -------------- 030. ❑30. Other: ------- Whenh u issue the ermit, process as follows ❑ Mail to owner, ❑ 'ail to`contractor. ;Telephone '259 44�and hold for pickup at CNS office. ❑ Deliver with inspector. as -41 W,, Copy of Haz-Mat forth sent ❑ Health Department, ❑ Fire Department, ❑ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O*r;::e Index permi- application for the above items numbered: 2. Additional iterns required: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: — Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. S a '074 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0�,:5--010- 06-3- ZONIkla, TM BUILDING PERMIT OWNER _ GJ, TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS .�.� .ter 5 OCA U , oU CONTRAWS ME � \ TELEPHONE CONTRACTORS MAIi/LINO• AGGRESS �� CONSTRUCTION LENDER Fireplace LENDER'SMAILING AD .a Total Valuation $ 3 r•o d. OV ARCHRECTO LICENSE NO.Jejr Filing Fee $ 20.00 Permit Fee $ 31 -7OU• ARCHITECT 04 ENGINEER'S MAILING ADDRESS Plan Checking Fee $ d (01 O BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE s 5-(43,eF LAT NO. SUSONISION'S NAME VPARCEL MAP PLUMBING PERMIT Filing Feed 20.00 Each Trap 7.00 USEOFSTRUCTURE Ex, S � C&" Peol SF ❑ Duplex ❑ Mobilehome I Other �� C L ♦ SPECIFY Solar or heat um water heater 23.00 Water piping15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Et--� Describe Work: (.IJCQ ' - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm Lnder penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm Under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owrer of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 o1 the Labor Code, for the performance of work for which this permit is issued. My wo-kers' compensation insurance carrier and policy number are: Carrie- Policy Number (The above sections need not be completed if the permit is for work of a valuation of one: hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not enploy any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worke s' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature o= Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structureE over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO.1 OR AODNS. ( & ACC. BLAS. 3.50x. No -R oT. MULTI•oIRCUI @7.50 POWER APPARATUS 6 SINGLE ovnEr CIF.(. 20 .00 Ex. Occup. OUTLET OR FOCTUR SAL I. 0 Ex. Occup. DFlxuTis ALES'S1 EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PEROT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FL000 COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ Date) Receipt No. r %0 WHITE-D.D.S -B.D. CAN RY-A SESSOR PINK -INSPECTOR GOLDENROD•APPLICANT A40 I B,41 Fy ia�' J Exp. Coo 6-30-97 rm -CM v .16 CIVI OF C Cam C/� w i d be e w, beaA e6k- h S v I . rv,�,w U•AA- e x CRlLoL! Y-'—�.. G� c-�' � Iu•e w �,�,,, �p �a.��-cv�.e,� �.dt� o b� G.,vt �` ✓''�"'1 '�Z-..(� � l.Q.z f r �.,. 't'a,n.(L l L•/ �-rcs S v ✓'e-� I I 3 ,r. o P°^'f►wl cel, �o` _ I I Uo-d o- f f(b b-7 VS rh, c 1000 C- O -n lv-,-tz� O-Wju I" of tz,,.,-c- 4AZ- V)i 70 -f7 12, OIL- (A4,ee AGROUP> TITLE PLATE A AGROUR> ENGINEER NAME FRANK GLAZEWSKI AGROUP> UNITS FEET KIPS DEGREES AGROUP> MATERIAL CONCRETE FC 360.000000 AGROUP> RECTANGULAR PLATE ANALYSIS Allocating 250000 terms for the stiffness array. RECT PLAT ANAL> DIMENSIONSX 8.5 Y 9.75 ' RECT PLAT ANAL> THICKNESS 0.5 RECT PLAT ANAL> GRID NUMBER X 10 Y 10 RECT PLAT ANAL> BOUNDARY CONDITIONS TOP PINNED RECT PLAT ANAL>, BOUNDARY CONDITIONS BOTTOM SPRING ROTATIONAL 1036.8 DISPLACEMEN RECT PLAT ANAL BOUNDARY CONDITIONS LEFT SPRING ROTATIONAL 1036.8 DISPLACEMENT RECT PLAT ANAL> BOUNDARY CONDITIONS RIGHT SPRING ROTATIONAL 1036.8 DISPLACEMENT RECT PLAT ANAL> LOADING 1 SOIL PRESSURE RECT PLAT LOAD 1> PRESSURE W1 0.536000 W2 0.536000 W3 0.000000 W4 0.000000 RECT PLAT LOAD 1> RECT PLAT ANAL> PRINT I I ....... AnalysisGroup(TM) ....... INPUT DATA LISTING FOR : RECTANGULAR PLATE ANALYSIS TODAY'S TIME AND DATE: Wed Apr 30 22:18:44 1997 PROJECT TITLE : PLATE A 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT _MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 FLATPLATE GEOMETRY INFORMATION;.........; X Y THICKNESS GRID NUMBER OF DIMENSION DIMENSION SIZE ELEM. (X) 8:500 9.750 0.5000 0.0©00. 10 NUMBER OF ELEM. (Y) 10 7 BOUNDARY RESTRAINT ROT. SPRING;K DISPL. SPRING K TOP PINNED 0.000,' 0.000 BOTTM SPRING 1036.800; -1.000 LEFT SPRING 1036.800; -1.000 RIGHT SPRING 1036.800 -1.000 .......... FLAT PLATE LOAD INFORMATION ............ LOAD NO 1 :SOIL PRESSURE PRESSURE W1= 0.536 W2= 0.536 W3= 0.000 w4= 0.000 xi= 0.00 X2= 8.50 X3=1 8.50 x4= 0..00 Y1= 0.00 Y2= 0;00 Y3= 9.75 Y4= 9.75 I i RECT PLAT ANAL> STIFFNESS'ANALYSIS STRUCTURE 3TIFfNESS MATRIX COMPLETE i NUMBER OF SQUAI.ONS : 314 NUMBER OF 3PEC"D DISPLACEMENT DOF"S 412 BANDWIDTH :73 NUMBER OF TERMS IN A ARRAY 10297 BEGINNING DECOIMPOSITION.... i ! DECOMPOSITION IS COMPLETE. START BACKSUBSTITUTION BACKSUBSTITUTION FOR DISPLACEMENTS COMPLETE. RECT PLAT ANAL> LIST 1. RECT PLAT LIST> DISPLACEMENTS i ....... AnalysisGroup(TM) ...... .... . INPUT DATA LISTING FOR : RECTANGULAR PLATE ANALYSIS TODAY'S TIME AND DATE: Wed Apr 30 22:18:451997 PROJECT TITLE : PLATE A ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT _MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... FLAT PLATE GEOMETRY INFORMATION;......... X Y THICKNESS GRID NUMBER OF NUMBER OF DIMENSION DIMENSION SIZE ELEM.. (X) ELEM. (Y)' 8.500 9.750 0.5000 0.0000 10 10 BOUNDARY RESTRAINT ROT. SPRING K DISPL. SPRING K TOP PINNED 0.000 0.000 BOTTM SPRING ,1036.800 -1.000 LEFT SPRING :1036.800 -1.000 RIGHT SPRING :1036.800 -1.000 .......... FLAT PLATE LOAD INFORMATION ............ LOAD NO 1 SOIL PRESSURE PRESSURE W1= 0.536 W2= 0.536 W3= 0.000 W4= 0.000 x1= 0.00 X2= 8.50 X3= 8.50 x4= 0.00 Y1= 0.00 Y2= 0.00 Y3= I I 9.75 Y4=. 9.75 f ....... AnalysisGroup(TM) ....... INPUT DATA LISTING FOR : RECTANGULAR FLAT PLATE ANAL. TODAY'S TIME AND DATE: Wed Apr 30 22:18:45 1997 PROJECT TITLE PLATE A 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT .MATERIAL CONSTANTS : E = 4.1.03987e+05 NU = 0.17 ...;..... RESULTS FOR LOADING NUMBER 1......... SOIL PRESSURE X= Y P. 750 ;8.775 7.800 :6.825 ;5.850 ;4.875 3. 900 2.925 :1.950 0.975 ,0.000 I X= Y 9.750 8.775 7.800 6.825 5.850 4.875 .3.900 .2.925 1.950 0.975 0.000 D I S P L A C E M E N T S 0.000 0.850 1.700 2.550 3.400 0.00000 0.00000 0.00000 0;.00000 0.00000 0.00002 0.00007 0.00012 0.00000 0.00005 0.00014 6.00023 0.00000 0.00007 0.00020 0.00033 0.00000 0.00009 0.00024 0.00040 0.00000 0.00010 0.00027 6.00044 0.00000 0.00010 0.00027 0.00044 0.00000 0.00008 0.00023 0.00037 0.00000 0.00006 0.00016 0.00025 0.00000 0.00002 0.00006 0.00010 0.00000 0.00000 0.00000 0.00000 5.950 6.800 7.650 .500 0.00000 0.00000 0.00000 0.00000 0.00012 0.00007 .0.00002 0.00000 0.00023 0.00014 0.00005 0.00000 0.00033 0..00020 0.00007 6..00000 0.00040 0.00024 0.00009 .00000 0.00044 0.00027 0.00010 0.00000 0.00044_ 0.00027 0.00010 0.00000 0.00037 0.00023 0.00008 0.00000 0..00025 0.00016 0.00006 x.00000 0.00010 0.00006 0.00002 b.00000 0.00000 0.00000 0.00000 10.00000 RECT PLAT LIST> MOMENTS 4.250 5'.100 0.00000 0.00000 0.00000 0.00015 0.00016 0.00015 0.00029 0.00032 0.00029 0.00042 0.00045 0.00042 0.00051 0.00055 0.00051 0.00056 0.00061 0.00056 0.00055 0.00060 0.00055 0.00047 0.00050 0.00047 0.00031 0..00034 0.00031 0.00012 0.00013 0.00012 0.00000 0.00000 0.00000 i Azalysi5Group(TM) .... . INPUT DATA LISTING FOR RECTANGULAR FLAT PLATE ANAL. TODAY'S TIME AND DATE: Wed Apr 30 22:18:46 1997 PROJECT TITLE : PLATE A 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS FEET KIPS DEGREES FAHRENHEIT .MATERIAL CJNSTANTS : E = 4.103987e+05 NU = 0.17 ......... RESULTS FOR LOADING NUMBER 1 ......... ......... 30IL PRESSURE M X H O R I Z O N T A L M O M E N T S M X X= 0.425 1.275 2.125 2.975 3.825 A.675 5.525 Y 9.262 8.287 0.107 10.315 0.029 -0.026 -0.060 -0.077 -0.077 -0.060 0.084 =0.077 -0.177 -0.225 -0.225 -0.177 7.312 60.508 0.130 '0.128 -0.286 -0.361 -0.361 -0.286 6.338. �'j0.669 0.163 -0.175 -0.380 -0.475 -0.475 -0.380 5.362 �� 0.781 .0.175 -0.217 -0.446 -0.551 -0.551 -0.446 4.388�� 0 Hl 7 0.161 '0.243 -0.471 -0.573 =0.573 -0.471 3.412 - 0.761 :0.123 =0.245 -0.441 -0.526 -:0.526 -0.441 2.438 0.594 :0.070 -0.205 -0.340 -0.395 -0.395 -0.340 1.462 0.337 0.032 70.106 -0.161 -0.180 -0.180 -0.161 0.487 0.100 0.048 :0.056 0.077 0.091 0.091 0.077 X= 6.375 7.225 8.075 Y 9.262 -0.026 0.029 0.107 8.287 -0.077 .0.084 0.315 7.312 -0.128 0.130 0.508 6.338 -0.175 0.163 0.669 _ 5.362 4.388 -0.217 0.1750 .7 1 IC -0.243 0.161 T� GPivf �.�c.Jt� r • , •N� 3.412 -0.245 0.123 0.761 2.438 -0.205 0.070 0.594 1.462 -0.106 0.032 0.337 0..487 0.056 0.048 j 0.100 i M Y V E R T I C A L M 0 M E N T S 'M Y X= 0..425 .1.275 2.125 2..975 3..825 4.675 .5.525 Y i 9.262 0.018 0.000 -0.015 -0.026 -0.032 -0.032 -0.026 8.2.87 0.051 -0..001 -0.047 -0.080 -0.098 -0.098 -0.080 7.312 0.082 -0.007 i-0.084 -0.142. -0.173 -0.173 L-0.142 6.338 0.106 =0.020 '-0.131 -0.213 -0.257 -0.257 -0.213 5.362 0.120 :0.041 '-0..185 -0..291 -0.347 -0.347 -0.291 •4.388 0.119 -0.070 ;-0.237 -0.360 -0.425 -0.425 ;0.360 3.412 0..104 -0..097 -0.270 -0.394 -0.457 -0.457 -0.394 2.438 0.075 -0.098 .-0.235 -0.325 -0.369 -0.369 -0.325 1.462 0.049 -0.017 -0.040 -0.038 -0.032 -0.032 -0.038 0.487 0.084 0.256 0.478 0.658 56 0.7561 0.658 ID X= 6.375 7.225 8.075 Y 9.262 -0.015 0.000 0.018 8.287 -0.047 -0.001 0.051 • 7.312 -0.084 -0.007 0.082 6.338 -0.131 -0.020 0.106 . 5.362 -0.185 -0.041 0.120 4.388 -0.237 -0.070 0.119 3.412 -0.270 -0.097 0.104 2.438 -0.235 ;-0.098 0.075 1.462 -0.040 -0.017 0.049 0.487 0.478 0.256 0.084 RECT PLAT LIST> UNITS FEET KIPS DEGREES RECT PLAT LIST> EXTREMES ....... AnalysisGroup(TM) ....... .... INPUT DATA LISTING FOR : RECTANGULAR FLAT PLATE ANAL. IZ TODAY'S TIME AND DATE: Wed Apr 30 22:18:46 1997 PROJECT TITLE : PLATE A `ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT _MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 RESULTS FOR LOADING NUMBER 1 ........i. ......... SOIL PRESSURE E X T R E M E S EXTREME POSITIVE DISPLACEMENT = 0.00061 AT X= 4.250 Y= 4.875 EXTREME NEGATIVE DISPLACEMENT = 0.00000 AT X= 8.500 Y= 0.000 EXTREME POSITIVE MOMENT MX = 0.817 AT X= 0.425 Y= 4.388 EXTREME NEGATIVE MOMENT MX = -0.573 AT X= 4.675 Y= 4.388 EXTREME POSITIVE MOMENT MY = 0.756 AT X= 3.825 Y= 0.487 EXTREME NEGATIVE MOMENT MY = -0.457 AT X= 4.675 Y= 3.412 EXTREME POSI:TIVE SHEAR VX = 1.011 AT X= 0.425 Y= 3.412 EXTREME NEGATIVE SHEAR VX = -1.011 AT X= 8.075 Y= 3.412 EXTREME POSITIVE SHEAR VY = 1.202 AT:X= 3.825 Y= 0.487 EXTREME NEGATIVE SHEAR VY = -0.267 AT X= 0.425 Y= 1.462 RECT PLAT LIST> RECT PLAT ANAL> FINISH AnalysisGroup TERMINATION.... i 7 v `C�r►rtR-� 3 c i AGROUP> TITLE PLATE C AGROUP> ENGINEER NAME FRANK GLAZEWSKI AGROUP> UNITS FEET KIPS DEGREES AGAOUP> MATERIAL CONCRETE FC 360.000000 AGROUP> RECTANGULAR PLATE ANALYSIS Allocating 250000 terms for the stiffness array. RECT PLAT ANAL> DIMENSIONS X 5.75 Y 6.5 RECT PLAT ANAL> THICKNESS 0.5 RECT PLAT ANAL> GRID NUMBER X 10 Y 10 RECT PLAT ANAL> BOUNDARY CONDITIONS TOP FIXED RECT PLAT ANAL> BOUNDARY CONDITIONS BOTTOM FIXED RECT PLAT ANAL> BOUNDARY CONDITIONS LEFT FREE RECT PLAT ANAL> BOUNDARY CONDITIONS RIGHT FIXED RECT PLAT ANAL> LOADING 1 GRAVITY LOADS RECT PLAT LOAD 1> EDGE LEFT LA 0 LB 6.5 PA -0.173 PB -0.173 RECT PLAT LOAD 1> PRESSURE W -0.175000 RECT PLAT LOAD 1> RECT PLAT ANAL>. PRINT i i ....... AnalvsisGrouo(TM) . •• ....... INPtT DATA LISTING FOR:RECTANGULAR PLATE ANALYSIS (S TODAY'S TINE AND DATE: Wed Jun 04 08:27:02 1997 PROJECT TITLE : PLATE C 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT ,MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... FLAT PLATE GEOMETRYINFORMATION ......... X Y THICKNESS GRID NUMBER OF NUMBER OF DIMENSION DIMENSION SIZE ELEM. (X) ELEM. (Y) 5.750 6.500 0.5000 0.0000 10 w 10 BOUNDARY RESTRAINT ROT. SPRING K DISPL. SPRING K I TOP FIXED 0.000 0.000 BOTTM FIXED 0.000 0.000 LEFT FREE 0.000 0.000 RIGHT FIXED 0.000 0.000 .......... FLAT PLATE LOAD INFORMATION ............ LOAD NO 1 GRAVITY LOADS PRESSURE W1= -0.:175 W2= -0.175 W3= -0.175 W4= -0.175 Xl�- 0.00 X2= 5.75 X3= 5.75--x-4= 0.00 Y1= 0.00 Y2= 0.00 Y3= 6.50 �4= 6.50 EDGE: LEFT MA= 0.00 MB= 0.00 PA= -0.17 PB= -0.17 LA= 000 LB= 6.50 RECT PLAT.ANAL> STIFFNESS ANALYSIS STRUCTURE STIFFNESS MATRIX COMPLETE NUMBER OF EQUATIONS : 272 NUMBER OF SPEC"D DISPLACEMENT.DOF"S 454 BANDWIDTH 71 NUMBER OF TERMS IN A :ARRAY ' 8507 BEGINNING DECOMPOSITION.... DECOMPOSI--ION IS COMPLETE. START BACKSUBSTITUTION BACKSUBSTNTUTION FOR'DISPLACEMENTS COMPLETE. RECT PLAT ANAL> LIST .1 i RECT PLAT LIST> DISPLACEMENTS ....... AnalysisGroup(TM) ....... INPUT DATA LISTING FOR : RECTANGULAR PLATE ANALYSIS TODAY'S TIME AND DATE: Wed Jun 04 08:27:03 1997 4 PROJECT TITLE : PLATE C 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT .MATERIAL CONSTANTS E = 4.103987e+05 NU = 0.17 ........ ,FLAT PLI�TE GEOMETRY INFORMATION ..... X Y THICKNESS GRID NUMBER OF NUMBER OF DIMENSION DIMENSION SIZE ELEM. (X) ELEM. (Y) 5.750 6.500 0.5000 0.000010 10 BOUNDARY RESTRAINT ROT. SPRING K DISPL. SPRING K TOP °.FIXED 0.000 0.000 BOTTM FIXED 0.000 0.000 LEFT FREE .0.000 0.000 RIGHT FIXED 0.000 0.000 .......... FLAT PLATE LOAD INFORMATION ............ LOAD NO 1 GRAVITY LOADS PRESSURE W1= =0.175 W2= -0.175 W3= -0.175 W4= -0.175 X1= 0.00 X2= 5.75 X3= 5;.75 x4= 0.00 Y1= 0.00 Y2= 0.00 !Y3= 6.50 Y4= 6.50 EDGE: LEFT MA= 0.00 MB= 0.00 PA= -0.17 PB= X0.17 LA= 0.00 LB= 6.50 ....... AnalysisGroup(TM) ....... ... INPUT DATA LISTING FOR : RECTANGULAR FLAT PLATE ANAL. TODAY'S TIME AND DATE: Wed Jun 04 08:27:03 1997 PROJECT TITLE : PLATE C 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT ;MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .........'RESULTS FOR LOADING NUMBER' 1 .. .........!GRAVITY LOADS D I S P L A C E M E N T S X= 0.000 0.575 1.150 1.725 2.300 2.875 3.450 Y 6.500 0.00000 0.00000 0.00000 0.00000. 0.00000 0.00000 0.00000 5.850 -0.00004 -0.00004 -0.00003 -0.000031-0.00002 -0.00002 -0.00001 5.200 -0.00014 -0.00012 -0.00010 -0.00008'-0.00007 -0.00006 -0.00005 4.550 -0.00023 -0.00020 -0.00017 -0.000141-0.00012 -0.00010 -0.00008 3.900 -0.00029 -0.00025 -0.00022. -0.00019;-0.00016 -0.00013 -0.00010. 3.250 -0.00032 -0.00027 -0.00024 -0.00020;-0.00017 -0.00014 -0.00011 2.600 -0.00029 -0.00025 -0.00022: -0.00019:-0.00016 -0.00013 -0.00010: 1.950 -0.00023 -0.00020 -0.00017: -0.00014 -0.00012 -0.00010 -0.00008: 1.300 -0.00014 -0.00012 -0.00010. -0.00008 -0.00007 -0.00006 -0.00005 0.650 -0.00004 -0.00004 -0.00003 -0.00003: -0.00002 -0.00002 -0.00001 0.000 ; 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 X= 4.025 4.600 5.175 5.750 Y 6.500 0.00000 0.00000 0.00000. 0.00000 5.850 -0.00001 -0.00001 0.00000 0.00000 5.200 -0.00003 -0.00002 -0.00001 0.00000 4.5501 -0.00005 -0.00003 -0.00001 0.0000 3.900 -0.00007 -0.00004 -0.00001 0.0000 3.250 -0.00007 -0.00004 -0.00001 0.00000 2.600: -0.00007 -0.00004 -0.00001 0.00000 1.950. -0.00005 -0.00003 -0.00001 0.00000 1.3001 -0.00003 -0.00002 -0.00001 0.00000 0.650' -0.00001 -0.00001 0.00000. 0.00000 0.000; 0.00000 0.00000 0.00000 0.00000 RECT PLAT LIST> MOMENTS i i 0 ...... AnalysisGroup(TM) ....... .... INPUT DATA LISTING FOR : RECTANGULAR FLAT PLATE ANAL. TODAY'S TINE AND DATE: Wed Jun 04 08:27:03 1997 PROJECT TITLE : PLATE C 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT _MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 ........ RESULTS FOR LOADING NUMBER ' 1 ......... .......... GRAVITY LOADS 100 M X H O R I Z O N TAL MOMENTS MX. X= 0.287 0.862 1.438 2.012 2.587 3.162 3.737 Y 6.175 -0.099 -0.122 -0.098 -0.079 -0.064 -0.049 -0.036; 5.525 -0.033 -0.068 -0.055 -0.036 -0.019 -0.007 -0.002; 4.875 -0.014 -0.028 -0.020 -0.002 0.015 0.025 0.022' 4.225 -0.003 -0.004 0.006 0.022 0.038 0.045 0.035. 3.575 0.002 0.008 0.020 0.036 0.050 0.055 0.041; 2.925 0.002 0.008 0.020 0.036 0.050 0.055: 0.041; 2.275 -0.003 -0.004 0.006 0.022 0.038 0.045: 0.035: 1.625 -0.014 -0.028 -0.020 -0.002 0.015 0.025: 0.022 0.975 -0.033 -0.068 -0.055 -0.036 -0.019 -0.007 -0.002 0.325 -0.099 -0.122 -0.098 -0.079 -0.064 -0.049 -0.036' X= 7 4.312 4.887 5.463 Y I 6.175 1 -0.024 -0.018 -0.020 5.525 -0.008 -0.035 -0.088 4.875 .-0.004 -0.064 -0.177 4.225 -0.005 -0.093 -0.253 3.575 -0.008 -0.110 -0.29 2.925 -0.008 -0.110 -0.29 2.275 -0.005 -0.093 -0.253 1.625 -0.004 -0.064 -0.177 0.975 -0.008 -0.035 -0.08.8 0.325 -0.024 -0.018 -0.02j0 i M Y WE R T I C A L M 0 M E N T S M Y X= 0.287 0.862 1.438 2.012 2.587 3.162 3.737 Y 6.175 -0.722 -0.626 -0.531 -0.450 -0.377 -0.304 -0.227 5.525 -0.191 -0.190 -0.174 -0.148 -0.118 -0.089 -0.061 4.875 0.141 0.112 0.092 0.079 0.070 0.060 0.048 4.225 0.343 0.299 0.261 0.226 0.191 0.155: 0.114 3.575 0.440 0.389 0.343 0.297 0.251 0.201 0.146 •2.925 0.440 0.389 0.343 0.297 0.251 0.201 0.14:6 2.275 0.343 0.299 0.261 0.226 0.191 0.155 0.114 1.625 0.141 0.112 0.092 0.079 0.070 0.060 0.048 0.975 -0.191 -0.190 -0.174 -0.148 -0.118 -0.089 -0.061 0.325 -0.722 -0.626 -0.531 -0.450 -0.377 -0.304 -0.227 100 X= 4.312 4.887 5.463 Y s�6.175 -0.146 -0.070 -0.017 ' 5.525 -0.038 -0.022 -0.018 4.875 0.029 0.004 -0.027 4.225 0.067 0.015 -0.038 3.575 0.085 0.020 -0.044 2.925 .0.085 0.020 -0.044 2.275 0.067 0.015 -0.038 1.625 0.029 0.004 -0.027 0.975 -0.038 -0.022 -0.018 0.325 -0.146 -0.070 -0.017 RECT PLAT LIST> UNITS FEET KIPS DEGREES RECT PLAT LIST> EXTREMES i ........ AnalysisGroup(TM) INPUT DATA LISTING FOR : RECTANGULAR FLAT PLATE ANAL. TODAY'S TINE AND DATE: Wed Jun 04 08:27:04 1997 PROJECT TITLE : PLATE C 'ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT ,MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .. RESULTS FOR LOADING NUMBER 1 ...... ..... .. GRAVITY LOADS E X T R E M E S EXTREME PCSITIVE DISPLACEMENT = 0.00000 AT X= 5.750 Y= 0.000 EXTREME NEGATIVE DISPLACEMENT = -0.00032 AT X= 0.000 Y= 3.250 EXTREME POSITIVE MOMENT MX = 0.055 AT X= 3.163 Y= 3.575 EXTREME NEGATIVE MOMENT MX = -0.295 AT X= 5.462 Y= 3.575 EXTREME POSITIVE MOMENT MY = 0.440 AT X= 0.287 3.575 EXTREME NEGATIVE MOMENT MY = -0.722 T X= 0.287 ,Y= 0.325 EXTREME Pc�SITIVE SHEAR VX = 0.4 7 AT X=. 5.462 Y 2.925 EXTREME NEGATIVE SHEAR VX = -0.122 AT X=: 0.862 Y= 6.175 EXTREME POSITIVE SHEAR VY = 1.074 AT X=: 0.287 Y= 6.175 EXTREME NEGATIVE SHEAR VY = -1.074 AT X=: 0.287 Y= 0.325 RECT PLAT` LIST> RECT PLAT ANAL> FINISH 2ZC1�1� , x23 ik i� < I: �0� AnalysisGroup 1JERMINATION.... &''5Cr,� reI'll 4 W� A�,gatI?,,`Lc_2'"' r i � 2 i .m=rS z 7 _ 177 s 42 37 I I i I i i I PROJECT: ' f GATE F /97 SHEET N O. MAIBACHMAN - � ASSOCIATES c"�c,cEo:: Jos No. % — O� 3012 EsPiana"� CAiCo, c.. (916) 3a-4133 �. ;. OF ^/ SPECIAL INSPECTION POLICY 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note' form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. SPECIAL INSPECTION NOTE In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best ofhis knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ ]Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ] Structural Masonry [ ]High Strength Bolting [Welding 11B I [ ]Bolts installed in Concrete [ ]other: ' June 1996 12nc1 G. i - ►-�(�1 t'� mac: iL �L. dU� COZINTY LiUILDING DEPARTKENS �►PPRovo s95C t &-.-,P;zs'r,-tv2, C-40 . - LT:T . 4.0 CAST—IN—PLAC CONCRETE WA Q��FESSI NA` QUO 14. SA h, F4- 'ycv v Exp 7 m �V 83 � I METAL ACCESS LADDER SCALE: HINGED .-------{—� DIAMOND PLATE/ ,t METAL COVER AT THIS AREA i T=iN= — am PLACE CONC. WALLS (Lt,',-;'eCt' s lard w/ 3�U n+ 17-00-C, e -w CONCRETE SLAB AT LID AT THIS AREA 2 TYP. O CORNER i i- 1 i gd1L�ING D q' VIEW SCALE: • HOLIDAY POOLS Ij�� SHEET CONCRETE TANK 0 BUTTE COUNTY. CALIFORNIA BACHMAN E ASSOCIATES 3012 Es'Ianaile Chico, Colifomis (916) 342-4136 OF 2 a�� 1. r. 2 TYP. O CORNER i i- 1 i gd1L�ING D q' VIEW SCALE: • HOLIDAY POOLS Ij�� SHEET CONCRETE TANK 0 BUTTE COUNTY. CALIFORNIA BACHMAN E ASSOCIATES 3012 Es'Ianaile Chico, Colifomis (916) 342-4136 OF 2 a�� I i STEEL RE CENTER I SEE PLA" AND SPA I i BAC Fye, EX6-3 P y rm TE OF CA�- i HOLIDAY POOLS CONCRETE TANK BUTTE COUNTY. CALIFORNIA 17" MIAI of TYFICAL CORNER SCALE: 1" = 1'-0" �o Gold JatnT at S��• Ctrdc�'roh. I I wVE C°ot�Tl gd1tp1NG D��ARTM�N� Q ry- i f ` �{•3o-til SHEET BACHMAN & ASSOCIATES 3012 Esplansde Chico, Califemi• (916) 342-4136 3 Orr� CONCRETE NOTES 1. ;Concrete shall have a minimum compressive strength at 28 days and* a maximum slump of: Strength... 2500 Slump....... 1 4" ZO00 Ps r Off -'&(so 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these Drawings. 4. Contraction joints in slabs, shall be so placed that the :maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. 'Structural steel shapes, tubes and'pipes embedded in con - Crete shall have a minimum of 311 concrete cover.. 6. Bottoms of all footings shall rest on firm, und' ed soil. Minimum depth is noted on Drawings. oQROFE$S� y9 BUTTE COC71�T'� 15�. W. eq l� y BUILDING DEPARTMEN i y v� 6-30 s7 ti7 z N.1fiZo Zr^ UJ T APPROVE Q REINFORCING STEEL .\� OF A 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2. Unless noted, reinforcement bars to be lapped minimum 40 bar' 3. (diameters. Bends in'reinforcement shall.be in accordance with ACI 318- 86. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifical- ly noted otherwise, concrete coverage shall be 311 where concrete is placed directly against earth, and 2 where concrete is exposed to earth but is', against forms. Slabs on grade shall have reinforcing at mi'd-depth unless otherwise noted.- 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal, laps in adjacent bars shall be r staggered 5'-011 minimum. Verticalrbars shall be one piece --full-height. HOLIDAY FOOLS, SHEET CONCRETE TANK 3 BUTTE COUNTY. CALIFORNIA BACHMAN & ASSOCIATES 3012 FAphlnade Chic*. CGlihmis (t16) 342-4136 OF 3 I 4 o� e ' ,�� ��=� pl'ss�rTak ♦� 'Accordance with Recognized Go, d t ralzt',;,* '��" �x���� pf a quality prescribed for +60 S006tt4ci a'<o in �lumbin & Mec�ausical Codas >a ` �%V 1Jniform Building g br Q�OFESS/ y� i (his set of plans and specifications MUST �O � kept on trio job of all times and it is unlawful to �ciQ v�� ExP. Fye (' I make any changes or alterations on same;without y r 6-30-97 y z r written permission from ha Department Of K16�C'U NO. 168 z m Zo lie Works, County of Buoy LD�i♦L� . r ... WW7 -- — -! f %y 7>1411"A.D joy I PAP P _RM y�C 2.4�`�(- �A I S t&L f 164 7 ILDING DGMR-ft"' SPP R0, 4 iQ • ✓ • ^ PREPARED FOR ADDRESS C Y eY A NTH O N H POOLS 5 Y � Calitamia Lic. #1190179C-53 I -N 1562 AP FORM 8010 Mvi wEU He count / T ! ' DEPARTMENT OF PUBLIC HEALTH DIVISION O;;ZMain ONMENTAL HEALTH 8-B County Center Drive Street F—]7 County Center Drive Oroville, CA 95965 Box 5364 Oroville, CA 95965 TEL• (916) 538-7282 Chico, CA 95927 TEL: (916) 538-7281 FAX: (916) 538-2165 TEL: (916) 891-2727 FAX (916) 538-2140 5-13-97 FAX: (916) 895-6512 o y Pools RE: - "PSEA Pool/Wader Remodel 1470 E. Lassen Ave. Plan Approval Chico, CA. 95973 Desabla, CA. The plans for the upgrading of the recirculation system and equipment for the above pool/wader have been reviewed for compliance with the Calif. Health and Safety Code (sec. 24100-24109), and Chapter 20 of the Title 22 and Chapter 2-90 of Title 24 of the Calif. Code of Regulations, and are approved with the following corrections, understandings, and additions: 1. Provide contrasting depth markers (at least 3 in. high) on pool wall (at or above water.---�� level) and deck (if pool over 20 feet wide) at maximum depth, minimum -def - ends, break in slope, and at increments not to exceed 25 feel. Deck markers shall be non -slip. 2. At pool stair safety rail shall extend from deck to a point above lowest step. Safety rails shill be at least 2E inches above deck (at edge of pool/spa) and each step. 3. Pool deck shall drain away from pool to planted area or approved drainage system. 4. Provide approved safety signs and equipment. 5. Provide approved backflow prevention device for make-up water for both pools. 6. Normal flow for pool shall be 156 GPM. However, provisions shall be provided to backwash pool filters at a rate of 12 GPWsq. ft- of filter area. Normal operating flow for wider shall be between 33-47 GPM. 7. Provide valves for adjusting flow for all suction lines. 8. Provide two interconnected main drains in wader. Main drain covers/grates shill be screwed into place. 9. Provide site glass or air gap for discharge line. It is understood that backwash water shall be discharged into a 100 cubic foot sump. Such sump shall be no deeper than 4 feet and at least 50 feet from lake. A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW n i PSEA Pool/Wader Remodel Plus Approval 5-13-97 page two 10. Plans indicate no lights. Therefore, pool/wader arra shall be closed and locked when it is darki 11. It is understood that pooUwader shells, restnooms, pool filters, pool gutter, fencing, and most of deck area (except for a portion around pool) are existing. 12. Meet all other applicable requirements of Title 22 and 24. It is understood that any .required engineering will be submitted. to Building Dept for approval. Call for inspection (Mon -Thur) when work is completed. If you have any estions please call this office E-9:00 A.M. Mon-Thurs. Mike Bolan, upervrsor Food/Pool Program CC: Butte Co. Building Dept II Ar $01 s-D(REV M) V r I I i I I + 9 ', ' s r i 'r . .' ,� I + 9 ', ' s r