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Home My WebLink About079-330-027(� _ � _ _ w .. .__�•�._ _ , 'tt! GORI irada.Ave, ORovie Harrel Wilson Const�1758-89B,P,E,M(new singlefamily) 748-89B,P,E(new swimm�gl)' IN PERMIT#96-0496',, GORI, Trento .Jr: .375 LaMirada Ave.,-.0roville" =Open Deck/SF ` , kX `70q --3 30- til RESIDENTIAL 060-143 PERMIT#96-0496 GORI, Trento Jr. 375 LaMirada Ave., Oroville l; Open Deck/SF JOB FINALED (Date)/ — i Signature r' . V=OK O =Not OK `=Not t able NoReadyMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoni uirements-Setbacks-Easements 1. Zoning Requirements - Setbacks - Easements s; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch . Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location-TestAftap; / /"L'ft. / /Nat. or/ I'Uft./ /LPG 7. Electric 7. Well Clearance $ Disconnect 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance 9. Siding; N ' ing Veneer -Stucco -Mesh 10. R , hthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 POOLS Plans. a t#'s 2. Footings; Size -Spacing -Marriage Line 1. Setbacks -Easements 3. Gas; MH Test-DemandVah&-Connector 2. Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Drain; MH Test -Fall -Flex Connector 4. Elec.; Receptacles and Lighting, Distance -GA 6. Water; MH Test -Regulator -Connector. 5. Elec.; Pool Lighting; 15 Volts GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 10. Exits; Insp.-Sketch 9. Health Department Approval 11. Cert of Occupancy 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date . 1 MISCELLANEOUS Date DEC OVERS, CARPORTS, GARAGES(Plans) OK except #'s Zoni uirements-Setbacks-Easements s; Soils-Size-DepthSpacing-Connectors-Steel . Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-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; N ' ing Veneer -Stucco -Mesh 10. R , hthg-Roofing 44'Ext.; Steps -Doors -Landings Dat Card B-1 Date Card B-1 Dat Date Card B-1 Date Card B-1 POOLS Plans. a t#'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-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 F RESIDENTIAL (; Date UNDERFLOOR (Plans) OK except ff's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 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/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 a's 16. _Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection --------- - -------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection --------------------------------------------- --- --- --- 19. Shower Pan: Test. First Floor -Tub Access 20. Test Tub -&-Shower'- Second Floor -Tub Access 21. Gas Pipe: Size & Anchors --------------- ------------------------------------------------------------------ Date Card B-1 DateCard B-1 ------------------------ -------------------------...-------------------------- Date -----------------------Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except n's 22. Fixture & Transformer Clearance -Ins. Protection ---------------------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ----------- ------ - - ------ -------------------------------- ---------- 24 Size Boxes & No. of Conductors -Stapled ---------- -------------------------------- .._._.---- 25 Romex_ Installed Close to Edge of Studs & C.J. -... ------------------------------------------- 26. ---------------------- .............. 26. Equip Ground made up w/Mech. Fastners-Bond Gas & Water --- - --------------- ---------------- - ------------------- -- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI --------- --- -- - --- - - - .................. ....... .. 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At 29. Range Circ ga. Cu or AI -Oven Circ. ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------------ .. 30. Service -Riser Conductors & Ground -Main Disconnect ---------------------......_... ........ ....... .. 31. Equip Clearances Panels-Motors-Mech. Equip. ---- - --- - --------......--- . -- - ------. - - ._. ....... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light ---------- ------------------------ --------------------- 33. Smoke Detector .------------------------------ ------ ----' - ------..... ..I..... ............... .. Date Card B-1 Date Card B-1 . -- -- -............... .. _..._...........-----._.. .... ....... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL,(Permit) OK except P'S 34. A.C. Ducts Insulation & Support - - ---- - - - .. 35. Vent Fan: Exhaust above insulation ----------------------------- . ...... ............... .. 36. Condensate Dram & Overflow: Size & Grade ---- ................ ....... _.............. ..*- 37. .. 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 38 Attic Access & Platform if Furnance in Attic ------ ------- --- ------- _. .. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 39. S Is. Proper Material & Anchors ...... ... -- ... _ .. ... ... ....... ... ... ... .. 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ...... - .... ... ... ....... ........... ...... .. 41. Bearing Walls over Girders & Floor Nailing -- ----.... _ .... ... .. 42. Draft Stop in Walls (rat proof) ...... ...... 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ..._ .. ...... 44 Headers & Beam -Size & Bearing 11 Tingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors _ 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ---------------- ------ 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance -------------------- - --- 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. -Property Line Firewall & Openings _ ------------- 52.- Ext.-- Doors -One -T -Check Garage -3rd Story, 2 Exits ------- --------------------- _________ 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ----------------------------- ------- - 56. Stucco Mesh-DripScreed-Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ---------------- -------------- 59. Insulation -Walls -Ceilings ---------- --------------------------- - 60. Infiltration -Walls -Windows ------------------------------------ - - - ------ - ------ --------------------------------- -- Date Card B-1 Date Card B-1 - --------- ----------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. Steps -Door & Sidelight Protection -Landings 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 & Sub anel: Breaker Sizes & Labels ..-- --------------------------- 67. Stags & Rails - -------------------------------- 68. Fireplace or Stove: Clearances -Hearth ...... .._..-------------------------- ----- 69 Elec. Outlets at Wood Panel: Int. & Ext. ..... ------------------ 70. ----------------70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ------------------ 71. - - - ----------------------------------- -- 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 ......------ --------------------------- ------------- 7, Insulation -Foam -Looked in Attic ❑ Yes --- -------- ------------------------------------------- 78. Guard Rails & Deck Construction -Post Caps --------------------------------------------- 79. -- ----------- ----------------------------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: D sconnect. Electrical• Plumbing .. ... ..... . ....-------------------- --------- --- - 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground . .. ._---- .._.-------------------------------------- 66 Ventilation Throughout House -- ---- ..-- ------------------------------------- 87 Glass Protection -- - - --------------- 88. Corrections !rom 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 Card B: 1 Date Card B-1 __..... ---------------------------------- Date ------------------------------ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments.at Final: v COUNTY OF BUTTE- DEPARTMENT OF bEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541--V PERMIT NO. APPLICATION AND PERMIT ' ASSESSOR PARCEL NUMBER 0 ZONING - BUILDING PERMIT °W`iRENTO GORI JR TELEPNONE SO. FT. OCC. BUILDING VALUATION 158 n 25n6 °WMmtXff` XbA AVENUE, OROVILLE 95966 COgF Wff NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CODON LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 54 00 ARJJMT,fR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS - Penalty $ BUILDINGADDRESS PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 IDT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ )iplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: OPEN DECK — (UNDER EXISTING ROOF) Mobile Home I S I G W 1 20.00 PERMITFEE ; Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service a OR LESS ( zooA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I h reby affirm under penalty of perjury that I am exempt from the Contractors License La 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 NEW CONST. DWELLING OCCUR OR ( 8 ACC. BLDS. ) SO . 3.5¢ FT. CNS. NEW CONST.MULTI.O UTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL 0 .SO Ex. Occup. OUTLETS (R SE . ORA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w kers' compensa provisions of section 3700 of the Labor Code, I shall Icomply w' se provi ' ns. X _ Date � le r�� Signature f pplic wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 109.10 HAZ. I D. FEES IMP _ FLOOD X CDF PARCEL _ PD HD .� ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic above for which fees have been paid. ` BY W,0 Date 9(0 PERMITEXPIRESON '3 �9 (Date) Receipt No. 194638 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ._. ipc t ``!!'�9i�i",,.'T�'', _ .. ..•-, .�?2.xf�. :�,_",,rw ......,- '.i: iiY W=xl;. .. .,.. ////// I •Y .COUNTY OF BUTTE - DEPARTMENTOF DEVELOP ' ENT SERVICES -BUILDING DIVISION 7 COUA CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ie A. P. No. � f G' _'�'" - 060- /q ! n ® r C� � • Proposed Building Use n ec % Building Inspector (546 Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: / DATE RECEIVED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10.. Fees of $ ............................... .-.......... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flooy)b� Poy�rnia Engineer. .. ............ . Ai14. Sanitation and plot plan approval Health Department . ............. 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy)... . �Pre4nspedion requeis 20. Pre -inspection for required. . to Building Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner .. ..... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28., Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the perm it,pro ess as follows: Mail owner. Mail to contractor. Telephone,599 ' �+ I and hold for pickup at uAo r otfibe. Deliver with inspector. Other Parcel Creation O Acreage Applicant Date Copy of Haz-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 permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Co ter b Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed prop rty improvement: YES[ NO[ ]. 2. I HAVE[ HAVE NOT[ ] signed an application for a building permit for the proposed. work. 3. I have contracted with the following person (firm) to provide the proposed. construction: ' NAME: _vl ADDRESS:,Z 5 L2z!2 UL&V& A�-U � CITY: PHONE: g�Z' -.VZZ CONTRACTOWS LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Fedetal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation'ins,rance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of uniicensed persons professing to be contractors is to secure an "ownerbuiider' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner'Builder Verification" on the reverse side of this form so that we can confirm. that you are aware of these matters. The building permit will not be issued until the verification is returned. r Sin'cltrel , N icha4l C. Vieira, C.B.O. �> Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER PERMIT NO. 1758-89B , P , E , M PERMIT EXPIRES OWNER TRENTO GORI CONTR. Harrel Wilson ASSESSOR PARCEL 36-06-143 LOCATION 375 LaMiradaAve, ORoville lY u. 1. e s t� A j( 1� 'l Temp. Power Pole H ' 6 Called PG&E +' Temp. Elec. Service n Celled PG&E Temp. Gas Service d ?, Celled PG&E JOB FINALED (Date) k' Signature' 4 I 1 T f`r t t Y PERMIT NO. 1758-89B , P , E , M PERMIT EXPIRES OWNER TRENTO GORI CONTR. Harrel Wilson ASSESSOR PARCEL 36-06-143 LOCATION 375 LaMiradaAve, ORoville lY u. 1. e s t� A j( 1� 'l Temp. Power Pole H ' 6 Called PG&E +' Temp. Elec. Service n Celled PG&E Temp. Gas Service d ?, Celled PG&E JOB FINALED (Date) k' Signature' 4 OK ,,., 0 = Not OK Not Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ P' ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -61 Date 10. Roof; Shthg-Roofing Card -61 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test- Crossovers=Breakers-Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes- Enclosu res -Panel boards -I ns. to Main in Conduit Card -81 Date Card -B1 Date Card -81 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -61 Date Card -B1 Date 7s24 =UK o = Not RESIDENTIAL (Single and Duplex) " - =Not Applicable = Not Ready Date UND FLOOR (Plans) OK except #'s Date FRAMI (Continued) oni "5etbacks;-Easements-Flood-Slope 4 gers-Post Caps -Anchors -Connectors Ing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Sh tw6gg.-Rfng. 2 ' ain; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth A,ffg., Garage; Soils -Steel-/ /" Ftg. Depth 7. 5replace Ties or Type A Flue -Fireplace T15JG400earance 4. Ft orches & Decks; Soils -Steel-/ /"Ftg. Depth . Att'c Access; Size &Romex Protection -Draft Stop -Ins. Baffles to walls, Main; Steel-Blockouts-Wrapped . Windows or Exiting Doors -Sill Hgt. & Dimensions _ temwalls, Garage; Steel-Blockouts-Wrapped 4WGarage Fire Protection Framing 7. Slab; Steel-Wr pped ro erty Line Firewall & Openings iers-Fi ce Ftg.-Steel xt. Doors -One 3' -Check Garage -3rd story, 2 exits . D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. St ' s; Width -Headroom -Rise -Run -Landing -Fire Protection Gas Pipe; Size -Anchors .; I ood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test -Nailing Veneer 1 Electric; Underground Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ff Plenums & Ducts; Clearance-Material-Supprt-Ins. la ' g Area -Glass Protection -Skylights -Plastic Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 5"hear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -B1 Date Card-B Date 2 Card -B1 Date Card -B Dat a and -B1 Date Card -B1 Dat r and -B1 ate Date PLUM ING (Permit) OK except #'s at Ht. Vent -Access -Combustion Air -Baffle Date INjW(Plans) OK except #'s lk�in:,TAnchors-Nail Protection t. Steps -Door & Sidelight Protection -Landings D.W.V ttngs & Anchors -Nail Protection . S ke Detector 19. Shower Pan; Test, First Floor -Tub Access 6 . urnace; Vents -Clearance -Comb. Air -Connector - IyCarage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21, -<5 -as Pipe; Size & Anchors 64go600m Exiting 6 . G. :-& Bath Fixtures & Tub Access -Spa 6 lec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -131 Date R67 -St • s &Rails Card -B1 Date Card -131 Date 68"FireP or Stove; Clearances -Hearth 69 . Outlets at Wood Panel; Int. & Ext. , Date EL RICAL (Permit) OK except #'s ure & Transformer Clearance -Ins. Protection 7 Fixt. &Appliance; Grnd. -Air Gap -Cooking Clears e ,1ec. Outlets & Receptacles at Kit. Counter 2 EI . Receptacles Spacing -Lights &Switches at Doors . 2 . Si a Boxes & No. of Conductors -Stapled 7 age Fire Door; Swing -Landing -Closer gorfiex Installed Close to Edge of Studs & C.J.7 • A.C,ibuct in Garage -Damper gip. Ground made up w/Mech. Fasteners -Bond Gas &Water 7 tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In G rage; Above Floor-Mech. Protection 27. 2 A pliance Circuts in Kitchen & Conductor Size/G.F.I. 75 lec. & Mech. Equip. Listed for Location ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 7 lec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. nsulation-Foam-Looked in Attic ❑Yes 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. IqAWated Neutral Yes No 7k Guard Rails & Deck Construction -Post Caps . She -Riser Conductors & Ground -Main Disconnect 7 . Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor, ❑ Yes E �. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Dpve es ❑ No; Walks es ❑ No; PI bis ❑ Ye es Closet Light -Shower Light -Spa Light . Smoke Detector Jor St_qccot§tjR0f Wish Card -131 Date Card -B1 Date 8 2"A.C Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -131 Date 83 -Tents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s ater Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support . E of or Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 8 . e ilation throughout House 36. Condensate Drain & Overflow; Size & Grade 8 lass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet Erections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic . G,as•Test-Meters Tagged; Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Card -131 Date Card -B1 Date 92. Roofing Certificate Card -131 Date Card -B1 Date Card -B , ` Date Card -B1 Date Card -B Date V Card -131 Date Date FRA (Plans) OK except #'s 1q-til!.r,,Proper Material & Anchors Card -81 Dat — Card -131 Date Commdhisfat Final: 4 a tuds-Nailing, Spacing & Bracing—Plates-Sound 4 e ' 'g Walls over Girders & Floor Nailing t Stop in Walls (rat proof) F' Stops; Furred Ceilings -Stairs -Chases -Tub 4#' Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) 11w�t��t. illej:llll.l: Wo H NI.ItGY —C IiIt'1'IF icAT1UiJ LOCATION A.P. No. 11001'1' DESCRIPTION UI? INSIRATIUN 11akeriit1.` 13rntttl Name_ lit ickness(inches)T _ Thermal Re"Istance (R Value) EXTERIOR WALL Mat:eri:t 1._- Fi_bcrg l.asss Tit ickilo ss(incltes)_ -- CrILING Batt or il.tnulcet Type 1: ibergl.�tss Thickne.ns (inches)�_�_ O i Loge F i.j.' Typr. i .tint ry3.uss 11l.ttittr.ttn t'l�icicnes@ (lucitas) J.Z'► Z, Ar.en covered(ft. FLOOR, I I-EVA•1't•;I1 11rtt:erinl__ Fib(.-t:i7lass _ Thick-wss(illelies) A0 FLOOR, S!All Haterl.a 1. _ i'lilcicurnq(incltca)��—� — FOIJi 11ATIt1N WALL 1'Iticlutcats (incller,) Ornttd Nnme_Lertai.nTeed Themal Resistnnce(R Vnlue)- lirmtd Nnme CertainTeed Thermal ltesistnnce(lt Value) 3 O Mfitit(.1 Nmne 'Ccrt:ainTeed Number of 11nf;n Wt. per bng 25 1b. Thermal ReslAtnnce(R Vntue)3 0 Brand Nnme Certa:i_n'1.'eed Thermal Renlstnnce(it Value) [�y Drmid Nnme '11Mia11111 Renlstnnce(lt Vnl.tte) llrtutd thane 7:hermn1 Iteaistnnc:e(lt VaLttc!) r I ltercl,y t,*crl:J.iy that the :tl+ov11 lnnnla ti.ntt wan l.nstnllecl l.tt tltr, nbove lmf.tdl.ng In Conrornt:ince with tate St:tt:e of Cailf-ornin rttergy Retluirentents, ilawlt i.1t. .l.nstl.laC.i.O11 379407,,s� = :' --- STNC.. CULL'n�l(.;'lOItZS 1.IcrNSI'. No. 0il�. ,.:. . lzz- S1(:lan'.l'Ultis t►i-a,�iSlAl,l n'1'lU4 Al 1'I,.LI;A'.l'Ult IPA 'L'i: 1 `her"bY cet'tii:y Cite nbove innulatiort anti nil 11ul1requl.rcd iteuts ns nhowtt oil the dtur I)epntrtment: nl,hroved plana ntO nUnelmienta ttnvn beOtl innt•niled nn required by the Statc of Cnlifurnirt ruergy Requirements. nli cqul.pmcut, devices mill utal-vi-Inin nre of lite quality prencrlbed or are npeci.fic:tlly npproved by the Stntr. Of Cnllforttin PI t:a11;ItAL CUUI'ItA(;'l'U1t�UlJlJi;it S'A'TE C/UNUMAC' ORIS LICENSE* CIU: DATE, 1'I11S CERTIFICATE FII1S'1' 111: UiJ F:1.1..1; tJl'l'll T11r, 11ULLU%NG UrfARTHI- r rttlolt TU ,r,1liAL ]1IS1.11"UT1UN APrI(OVAI. Attu A COPY S11A.LL' Dr POSTED WITIIIN THE11UILDINU . .(:wuary 19111, s 41 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 0 R CORRECTION NOTICE PERMIT NO. `A 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 come 'on of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. .P `N i 1 :a ^' ti 4 Inspector/�/ Date_ x COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Phico — Phone: 891-2751, 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNE PERMIT N0. 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 ngad"additional explanation, please contact this office immediately. Inspector G% // Date44;142 —a / 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 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. Inspector. Date -- 5 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 ER RMIT 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. 7 Inspector. Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chicon Phone:. 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE r ER 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. t �92 "' Inspector. Date � 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 'ERMIT N0. 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. Inspector. 6�z5z Date 11'—,.,2/ �� 1►�+v ,;;�'A .-.r�.c��.r_7-e...A-ick+--rir�a:r✓w^xv-raa`f+r+f 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 k5 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. Inspector. Gam/ Date J �� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS " } 196 Memorial Way, Chicp — Phone,: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 'CORRECTION NOTICE R S -e- ERMIT � 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, o�eed additional explanation, please contact this office immediately. Inspector. /G'' Date `� 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 ER PERMIT 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. Inspector��//� Date 7-17— D `I tl S� $}d iI 4n ,tl {I NIS, Inspector��//� Date 7-17— D COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chica — Phone: 891-2752 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE VNER— PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. ,e ;d s .h ell Inspector Date v I COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7841 T 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLI,r.ATION AND PERMIT ASSE qR^ A$C�LNU�f R •� / ♦�J{ ZONING BUILDING PERM °�F// OW / Vie r I T P� SQ. FT. O C. BUILDI G VALUATION Q OW MAI LI G ADDR SS 1 CO RA TOR AT c P COp1T GTOR' MAIL NG DDRE ` (/�J_rain VL Fireplace CONS RUCTION LENDE UNKNOWN Total Valuation $ Filing Fee /(,7S ff $ 16.00 LENDER'S MAILING ADDRESS Permit Fee $ AR HIIrECT OR ENGINEER ^ECT LICENSE NO. Plan Checking Fee $p $ Energy Plan Checking Fee F�-- $ ARCH OR ENGINEER'S MAILING ADDRESS Penalty $ \ BUILDING ADDRESS7� Pit f Permit fee $ S PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT,N . SUBDIVISION NAME PARCEL MAP c,:,=. Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Z Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 LSA .,90 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK NewyN Addition[—] Remodel❑ Utilities[:] Installation[--] Other ❑ Describe work: / � Permit Fee $ 00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 /0,1919 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �/ L(Q i am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force nd effect.SINGLE License No. 115_121,51c/ Classification ❑ 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 oR ADDNST ACCL'BLDGS.0 '/z¢sgft NEw co NeTR MUI-OUTL T .ON -RE .BRA CH CIRC ITS 2.50 ea POWER APPARATUS e OUTLET CIR. I Ex. OCcup�OUTLETS OR FIXTURES 20050t 1.20 AL@3o Ex. QCCUp. OUTLETS FIXED P(RESI0.)REA.) 1 2.00 Temporary service 10.00 �- Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �l 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. ❑ I shall not employ any person in any manner so as to become subject 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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling ?" Hood 3.00 Ventilation P --- Permit Fee $ Contractor 1 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 Countyot Butte to enter up the above -me tioned property for inspection purposes. I also agree ve, ind /nifyan keep harmless the County of Butte against all liabi'it* dgmen ,, nd expenses which may in any way accrue��against s d unty in a of the granting of this permit. Date Signatur of Applicant — Owner ❑ Contractor o- Agent ❑ 715 /L� An OSHA permit is required for excavations over 5'0" deep and demolitio o y(�7 r�yt- ion of structures over 3 stories in height. Moblie Home Installation Fee s Energy Inspection Fee :JK(:)j '-- $ 10 0 TOTAL PERMIT FEE $ occu P. coNST.TYPc scH o Loop ce PD ND qdo This permit is hereby issued under sions of the Butte County Code and/or work indicated ab ve for which fees -U 6 IR TO OF PUBLIC "e, A::- By PERMI X IRES Date the applicable prX resolutions to have been paid. WORKS Date ,J Receipt No.Ll 111) _ [ (� �_J WHIT[-D.P.W.. TCLLOW AS S , P P T 00LD6NR0D-AP11It NT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. 6 OWNER r Yl10 Qin A. P. No.((, '/� Proposed Building Use J Building Inspector Date—4 r 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........ X 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . l Complete engineered plans and calcs, with wet signature on plans . . 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation nstructions /7 ..................................... 9 ees of $ ,�" 6 .......................... I 10. Chico Urban Area fees paid......................................Ae .. 11. Park fees pal l .......................... ........................ +^_�— t� School District fees paid ................. �3. Sanitation approval from ,�A Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... Improvements may be required. 1 riveway permit (construction approval required prior to occupancy) ... 19. Pre -Ins ection for re ulred . • • Pre-Insperequest to p q � Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ — 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24 Le ter of signature authorization ..................................... e. e�IO�PLS 6. When you issue the permit, process as follows: Mail to owner. Mail to contractor. V TelephoneSS^_*j" and hold for pickup at n0o office. Deliver w/inspector. n Other B AL Applicant Date - Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, wner s advised of above required data by_phone_ Trail_counter by ate Contractor, designer, or, as advised of above required data by_phone_mall_c unter by date 9 Plans checked by Date 6 ~ Plans approved by Date-�� Sets of plans on hold in File cabinet AP folder Copy—DPW ENCROACHMENT PERMIT J COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIle, California 95965 Phone: (916) 538-7681 A P P L I CATION Permit No. R —5-- 1, S" I, WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to a follo ing w rk under or over the county roa s and hig ways all in accordance with county ordinances and general TNAME ! 1...- ----. .. •-••------• - SIGNATURE ........ ... ...2�......C._. MAILING ADDRESS�'?l ! c e Phone ..../ / �l ............................... Date C I TYPE OF WORK TO BE DONE 1. Curb .... ........... _............ _._-... Gutter .... ....................... ........ Sidewalk .................................... "Please check" 2. Driveway (List t S - 3 3. Underground Conduit 4. Other .............................. PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions, or special conditions written below or printed on the back of this form, permission is .hereby granted. SPECIAL CONDITIONS o,-, Ave Q cl;+70' S ---•-----------•..................._.....---.....-•---.../..G...../.y...T.._.._......./.S•...T...r..�. N.. "GCS' _. i -� 'el 1,-)CATi oma; ._U..._.!? &' �P.r. _...�...... r �/z«n. To NOTIFY COUNTY ..__....�_� iVU'r1J ................ .........\:. •' T'r�n._ rig .. BEFORE WORK IS afterI ---------- 2- ------ Date Issued 5-J 16? UC7 -............ _... �............... _............. Surety•• ......................................... ALL WO=— s>?..&L7,c� ...................................... . ..._... TO ATT. 810TCH, DETAIL OR. Pi1.A-N.9 A27 TM s:C r�'sp •------. 3YECIAI, Cl»'"iiI`noxis. DIRECTOR OF PUBLIC -C RKS Gr G— --•----._ ... _... _..._- _..._. �?--....__�.-E .............. ......................._.-................---....--....-_....__....--......--•••-----..----_......-•---•• - By BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per" Building) A.P. Number36 - 06- t Building Department No. School District&bjf31p,,,�,, `' City Q County ] Jurisdiction Property Owner �1 . J Project Location/Address 371- 0Q. QA,2 Subdivision Lot Number Residential Development: O � � Sq • Footage ,2p6 # of Living MHI Addition (Group R) Units Commercial/Industrial: a Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date District Id No. Mo6 �- School District certifies that Applicant Name Street Address Phone Number 1 (City) (State) (Zip Code) has complied with the requirements of Resolution No.. 06 •d'%10L op by 2ayment of $ &/ 7,41 representing a)//b square feet. School D/)Vjtetict Representative Date PAID BY CHECK NO. BANK NO �1D-�O� z PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) PARCM I PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECMM IN THE OFFIC� OF THE 01COMf Mid bF THE CMWY OF BUTTE, STKfE OF CALIf RNIA, ON JANUARY 18, 1989 IN BOOK 113 OF KMIS, AT PAGES 71 AND 72. PARML 3[3[: AN EASEMENT FCR THE INSMLIATION AND MINIUMM OF SANITARY SEWM L`NES ON OVER AND UNDER A PCRTION OF PARCELS 2 AND 3 AS SHOWN ON THAT CERMIN pARCIz MAP, RBCCRDED IN THE OFFICE Of THE RMMER OF THE aXWN OF BUME, STATE OF CALIFURNIA, ON JAMMY 18, 1989, IN BOOK 113 OF MAPS, AT PAGES 71 AND 72. Fft�am IT -i: AN EASEMENr FICR THE INSTALLATION AND MAINZENANCF, OF SANITARY SEWER LDM ON OVER AND UNDER A PORTION OF PARCEL 3, AS SKM ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDM OF THE MUNTY OF BUITE, STATE OF CAIXMRNTA, ON NMMM 6, 1981, IN BOOK 86 OF MAPS, AT PAGE 69 AND BEING. TEN (10) FEET IN WIDTH LyIM NMMMa CONTIGUOUS WITH THE FIOLLOWING DESCR LIM: S=y OF AND BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL 3, SAID POINT BEING ON A NON-TANGEW CURVE CX)NCAVE SOUTHEASTERLY HAVING A RADIUS OF 430.00 THE RADIAL TO SAID CURVE BEARS SOUTH 15 DEG. 49' 14" EAST; THENCE ALONG SAID CURVE AND SOUTHERLY BOUNDARY THROUGH A CENIRAL ANGLE OF 14 DEG. 37' 59" FOR AN ARC LEMM OF 109.82 FEET; THENCE SOUrH 39 DEG. 32' 47" WEST 106.93 FEET TO END OF THE HMIN DESCRIBED LINE. --% C:KiM na nne%l itiAcKrr Return to DPW Section requires prior to AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Recorded to land or included within an area zoned Official Records FOR RESIDENTIAL DEVELOPMENT residents County of Butte of this property may be subject 26-8.1 of the Butte this acknowledgement issuance of a building County. Code . be recorded permit. E39-020881 The property described herein is adjacent Recorded to land or included within an area zoned Official Records for agricultural purposes, and residents County of Butte of this property may be subject to incon- Candace J. Grubbs veniences or discomfort arising from the Recorder use of agricultural chemicals, g including, 1:38pm 7 -Jun -89 Rec Fee 7.00 Check 7.00 rAF(r{ SHMN VS 2 but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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 disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described. as follows: See attached Date: �9 - 5-3� State of CONAy .1ia ) ) SS. County of b.ldk_ ) On ..this the day the undersigned Notary Pu )a ruo`r i�, L• �oY c. I Cscsc Personally known to me. [] Proved to me on the basis memoONMM6®6own®®m®m�r~a®o © _ � of satisfactory evidence-. KELLY J. REESON sb be the person(s) whose name(s) 'AUL NOTARY PUSUC-CALIFORNIA subscribed to the within instrument and ac owledged that ' Buftcourrty My CommisMon Expires March 5, 990 cuted the same for the purposes therein contained. IN WITLSS �.EREOF, I hereunto set my hand and official seal. Present A.P. No. ` 17--,J &M , 1�y.! ► �.1 .,► 18W-el 4. 0 PERMIT NO: 28-89 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the. Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 7, 1989. Applicant: Harrel Wilson Applicant Address: 64 Grand Avenue, Oroville, CA 95965 Applicant Phone No.: 533=3994 Property Location (s): La Mirada Avenue, Oroville, CA 95966 Sei ch :.r Subd. , Lot 4 A. P. No. (s): 36-06-0-143 Fees due: $900.00 SC -OR Regional Facility Charges, $250.00 LOAPUD Connection Fee Application for service approv LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: . . .......... C.• :5 3 z: - LS L L� L S 2 C r i -v c J- Q: e 13 L 1 P 6 -136-06-3 A. J Dear Jim: n C: 10 SS le, d' in dill) - for Harrel L f -'nd cOrt-Tact J 01, test' resuits t a k e n. s 0 r' bL -3 rs �� C, d n q a(.1 o r i L a Mir&,da. Re l f�c: Li VP- L t indicate t h a, t the fiver n s t 4 is in c: -\,cess 0:�: L s " Ma7 Le S C) ca t i () n s n C. i. C< 0 ,,7 C. r v 0 Li r 's IS A S C)C r- . �3 L BUTTE COU --N 1'y BUILDING DEPARTMENT A P P P r 1758-89 PERMIT NO. 2748-89B,P,E PERMIT EXPIRES U z TRENTO & JANUARIA GORI OWNER , CONTR. owner 36-06-143 ►' ASSESSOR PARCEL LOCATION .375 LaMirada Ave., Oroville S :F t s 1 Temp. Power Pole Called PG&E I Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E 9 f JOB FINALED (Date) r Signature , =OK. 0 = Not OK •'"- = Not ReadyMOBILEMOBILE HOMES Date MOBILE HOME UTILITIES (Planes) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch 5. Electricity; Location-Clearances-Grnd.-/ / Am 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Card -B1 Date Card -131 Date Card -81 Date Card -131 Date MISCELLANEOUS Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1'. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- icrete Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date MU9ILEMUME Mb I ALLA I IUW mans) Vn excaPL n s - 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS ans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. et ks-Easements 6. Water; MH Test -Regulator -Connector 2 oils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval ; Pnnl Ctn Gtwm• Steel -Connections -Thickness - Men -Lining 8. Gas and Electricity Tagged • is "ce ; Receptacles and Lightin FI 9. Exits; Insp.-Sketch Pool Lighting; 15 volts-GFI . lec.; Enclos s; Conduit Entries -Terminals -Listed 10. Cert. of Occupancy 7 e .- o m etal w/5' -Circulating Equip. -Heater SLICK - c ;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. es-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -81 Date Card -131 Date Card -81 Date Health Department Approval jy 1'umb.; Cir. Test -Water Supply Test Card-B Dateg-,s/.d' Q Card -B? Date Card -131 Dat — Card -B1 Date = uK 0 = NotOK RESIDENTIAL. (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Cig. 60. Infiltration-Walls-Wndws Card -131 Date Card -81 Date Card -131 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 Date Card -81 Date Card -B1 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Card -131 Date Card -131 Date Card -131 Date Card -81 Date Date FINAL (Plans) -OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. 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-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -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 8i. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-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 Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Of. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit iob site) W COUNTY OF BUTTE - DEP.ARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. G&Iifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO� ASSESSOR PARCEL NUMBER b _ ZONING GC.. BUILDING PERMIT OWNER r I t D TELEPHONE SO. FT. OCC. BUILDING VALUATI N ' QWNER' MAILING ADD S CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING.DRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is / 000— Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ o ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS t � Permit fee $ 2 . PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 , do Each pas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other..& , �_ SP C( v Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK Newa, Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �b�,-g%f �oo�. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 7- Main service eoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury check one): P Y P 1 Y( ) ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Busines$ and Professions Code and my license is in full force and effect. License No. Classification IK1, 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 NEW CONST. DWELLING OCCUP.e,) , OR ACDNS. ACC. BLDGS. /20Spft NEW CONSTR MULTI -OUTLET 2.50 ea NON-RESID BRA CH CIRC ITS /POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20®60t D ALO 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA. 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 ev / E/ Permit Fee $ Contractor - 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. XI shall not employ any person in any manner so as to become subject 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 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 liabilities, judgments, costs, and expenses which may in any way accrue against said County ib conse VNe of the granting of this permit. XI34AJW_�t i Date /7 ignotu a of Applicant — Owner Contractor 1:1 Agent An OS A permit is required for excavations over 5'0" deep and demolition or construct- ion of ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ v` C� :k occu P. CONST.TYPC SCN ooL FLOOD P(A Pa ND Is This permit is hereby issued under sions of the Butte County Code and/or work indicated above fol;which EC UBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ��P Receipt No. "IM 2 % WHITE-D.'.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT 9_F-P_UJBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OFtOVILL•E�:aALIF.ORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. C', OWNER �•�� c t/i. ,�L•� j-.'� G'��. �� A. P. No. _36. —06, —/C/A Proposed Building Use Ro Building Inspector 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. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions...................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 2 School District fees paid ................. 3. Sanitation approval from Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required .. , , Pre-Inspec. request to p q Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. X Telephone.s-33 -Q 16-53 hold for pickup at �Wffice. Deliver w/inspector. Other Applicant Ufarr {_ ,41' Date '8/1-7 r Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---mai I —counter by date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter bydatedate Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder _ Copy—DPW • - .. I COUNTY OF BUTTE - Department of Public Works 7 County Center'Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to ;provide the major labor and materials for construction of the proposed property improvement (yes or no) IXLJ).—. 2. I (have/have not) rIQXS== signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Prope Socia Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. G C�Q i 1- L V- i CA.- a Va. L- i.� 4 Cl � CO. a/P vv F-- ; NOTE. --All prOperty lines and a setback of 60 ft. from the road centerline shall be clear of structures or equipment except for a 2 A. save overhand. y _ This set of plans and specifications MUST be kept on the job at all times and it is unlawful tc make any changes or alterations on same with- out written permission from the Department of Public Works, County of Butte. lir Nat 'tea use ical C* Code. 10 BUTTE COUNTY BUILDJNG DEPARTMENT APPROVED' ✓z-� Z,g_89 tai ` 1G�_ .,r • NO , See 1:C. S -0 - NOTE -.,--AN Materich & Worlimanship 'Shag. le i Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code.. JPtION St - WP ICBG Evaluation Service, Inc. UNIFpIN m HIDING com n 'r99S• TM A subsidiary corporation of the International Conference. of Building Officials EVALUATION REPORT Report No. 3608 Copyright* 19881C80 Evaluation Service. Inc. _ November, 1988 Filing Category: SWIMMING POOLS AND SPAS FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS VIKING POOLS, INC. POST OFFICE BOX 1198 REDDING, CALIFORNIA 96099 I. Subject: Fiberglass One-piece Swimming Pools and Spas. II. Description: General: The swimming pools and spas consist of one- piece fiberglass construction shop formed over a mold. The material is fiberglass reinforced plastic, 114 -inch -thick, composed of approximately 40 percent fiberglass and 60 percent isophthalic resin. The surface finish is an N.P.G. gel coat. Viking Pools, Inc., produces various styles of swimming pools and spas. The overall pool dimensions, depths and capacities are shown in Table No. I. For spas, see Table No. 11. The fiberglass has an average tensile -strength of 12,700 psi, ultimate compressive strength of 24,700 psi and flexural strength of 21,600 psi. The upper portion of the pools and spas is constrained by a concrete bond beam. See Figure No. 1 for details. All plumbing and electrical work must comply with the code currently in effect at the construction site. The pool and spa design requires that it remain full of water at all times. A permanent sign is to be attached to the pumping equipment which is to read as follows: 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 inlet. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pools, Inc., or its agents for instructions. A permanent sticker is to be installed adjacent to the above sign by the manufacturing licensee riving his name, address and telephone number. Installation: Viking pools and spas may be installed without a soil investigation by a qualified engineer, provided none of the following condi- tions are encountered at the site and subject to the approval by the building official: 1. The existence of groundwater within depth of the pool or spa excava- tion. 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 at or within the confines of the pool or spa area. 4. The existence of any soil types which will not support the walls of the excavation at desired slopes. 5. Proposed pool or spa location that endangers adjacent structures. If any condition above is encountered, excavation must cease immedi- ately. The specified conditions at the site must then be reviewed and recom- mendations made by a qualified engineer. The engineer's report is to be submitted to the building official having jurisdiction over the construction site and his approval is necessary before work is continued. The pool or spa excavation is to be performed to permit excavation profile to coincide to the contours of the pool. The overexcavation is approximately 6 inches on the sides and 12 inches on the ends. At the deep end, the width of the pool is overexcavated from 8 to 24 inches in order that the first portion of the backfill may be manually adjusted for the initial 12 inches of backfill. The overexcavation of the bottom of the pool varies from approximately 3 to 6 inches, depending on soil type. The backfill for the bottom of the pool or spa is accomplished by spreading a layer of bedding sand. Compaction of the sand layer is by means of a manual tamper and water. The filling of the pool with water and simultaneous sand backfill operations are then commenced. The sand is compacted with a tamper and water. Care should be exercised to insure that the backfill level and water level are approximately the same throughout this procedure. The pools and spas are installed only by factory -trained and approved agents or by fran- chised installers in accordance with the requirements of this report. Identification: Viking pools are identified by the following information imprinted on the top step of the pool or spa: Manufacturer's name, pool or spa model designation, a coded serial number and evaluation report number. III. Evidence Submitted: Plans, fabrication and installation data calcu- lations and a quality control manual. Findings IV. Findings! That the Viking Pools, Inc., Fiberglass One-piece Swimming Pools and Spas are an alternate method of construction to that specified in the 1985 Uniform Building Code, subject to the follow- ing conditions: 1. The construction and pool spa installation comply with this report and the manufacturer's instructions. 2. Electrical and plumbing installation comply with the respective codes in effect at the construction site. p I nasoo dspas are-installedTby factorT-y-trainedor I 'ed installers or agents approved -by -Viking Pools, Inc.S`f^ 4. Clearances from slopes as set forth in Section 2907 (d) of the code are observed. This report is subject to re-examination in two years. Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 c 5 Zx� �L%J� Win �1t1 U3 , A-. 0:1.11 E� ....... .... % 0 yjLwe mo ft,;,D,vk X&&64, .6 AZoz fir, VAM T. APG 'how on u"Non wm,& P.C4. AcomVwcs mn PAK=y 4AAMM R J� Pkan,-V a Uomarua Coes sno ti we "Www E1.0 cft property lines and a setback Of 50h. from tke rood centerline shall be dear of structures or equipment excet" f9. OF ALA- 007fl4 -g.c -J\ IN 17 -3 Z ..k -70 lct' �- A BUTTE COU DEPAJ IP -M, BUTTE COUNTY BUILDING DEPARTMENT I :® J S- Fv rel N .......... t .7- '17 yjLwe mo ft,;,D,vk X&&64, .6 AZoz fir, VAM T. APG 'how on u"Non wm,& P.C4. AcomVwcs mn PAK=y 4AAMM R J� Pkan,-V a Uomarua Coes sno ti we "Www E1.0 cft property lines and a setback Of 50h. from tke rood centerline shall be dear of structures or equipment excet" f9. OF ALA- 007fl4 -g.c -J\ IN 17 -3 Z ..k -70 lct' �- A BUTTE COU DEPAJ IP -M, BUTTE COUNTY BUILDING DEPARTMENT I :® J S- 1. Ceiling Insulation 5. Inriltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Number of stories 1 4 1 R -value One Two Three R-0 -103 49 32 R-19 -8 -4 .2 R-30 .2 -1 -i R-38 0 0" 0 U -value ,J0.06 4 9 7 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 R-11 3 -2 -1 Single- Single - 0 0 0 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 5. Inriltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total U -value 1 4 1 na 16 0.80 -153 -114 -76 14 0.50 -91 -68 -46 .31 to 0.30 or 0.30 -07 -36 -24 .50 0.10 0 0 0 -121 0.08 4 3 2 ,J0.06 4 9 7 5 i 0.04 14 11 7 ! 0.02 19 14 10 1 0.00 24 18 12 30 3. Raised Floor Insulation -21 -13 -4 Insulation in Floor 12 29 -58 Number of stories -12 3 R -value One _ _ _ Two _ Three -55 _ - R-0 -17 -8 -5 5 R-11 3 -2 -1 -17 R-19 0 0 0 13 R-30 3 1 1 -8 U -value 7 14 25 0.60 -144 -70 _ -46 1 0.50 -120 -58 38 I' 0.40 -95 -46 30 8 0.30 -69 -34 -22 -11 0.20 -43 -21 14 i 0.10 -17 -8 -5 3 0.08 -11 -6 -4 i 0.06 -6 -3 .2 4 0.04 -1 0 0 31 0.02 4 2 1 10 0.00 10 5 3 -4 Controlled Ventilation Crawlspace 6 11 Number of stories 18 -26 R -value One Two Three 12 R-0 -11 -7 -5 -1 R-5 -4 -4 3 17 R-11 -2 -2 -2 4 R-19 - -1 -2 -2 .i ' 1 4. Slab Edge Insulation 1 6 - Number of Stories 17 14 R -value One Two Three 10 R-0 0 0 0 -12 R-5 8 - 5 2 15 R-7 8 6 3 6. F2 factor 12 15 19 0.90 -4 3 .1 10 0.80 -1 -1 0 10 0.70 2 2 1 14 0.60 6 4 2 -1 0.50 9 6 3 17 0.40 12 8 4 5. Inriltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total 5 1 4 1 na 16 U -value 2 5 1 Percent 14 4 .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 3 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 3 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) Effective Percent Glass _ (perceat SIass x SC) Effective ' %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 -30 4 fB. Shading (Shade Closed) -6 -8 -7 Effective Permit Glass 3 0 -4 (percent glass x SC) -4 Effective %Glass Norio Ettat South West Skylight 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 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 -fi -10 -30 4 -1 -6 -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- Family DeUwhed 0 3 5 8 10 13 13 12 10 10 10 Slab Floor Raised Floor Mass Water Stories 1199 12M Stories 2200 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -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 Wall Mass 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 --- Single- Family DeUwhed 0 3 5 8 10 13 13 12 10 10 10 Single - Family Attached 0 2 4 6 8 10 12 13 13 12 11 _ Multi Family 0 1 1 - 3 4 5 7 8 9 11 12 i 13 11. Heating System Water SEER 1199 12M SE or ASPF 2200 s (assumes ducts In attic) In attic) or ! to Sum of 1-6 Sim of 7-10 or Type _ -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 0.90 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 0 Effective SE or HSPF 10.0 (SE or HSPF x duct efficiency) 3 3 Effective -25 or -24 to -14 In 4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 6 5 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 - -12 System Type -7 -6 -4 , 6.6 Resistance . 10 9 7 6 4 3 - Other 6 5 4 3 2 2 12. Cooling Syst,!m Unit Size (sQ F2 factor [0.771 Water SEER 1199 12M 1700 2200 2700 (assume; duets In attic) or ! to to Sim of 7-10 or Type Type -25 or .24 to .14 to -4 lo +6 to 16 or SEER less -15 -6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 .5. -4 3 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 =- 120 15 13 11 9 7 5 13.0 20 Y 17 14 12 9 6 . -18 _ _-12 ^ Effective SEER .-7- -6 IG (SEER xduct efficiency) -5 -3 -2 Sum of 7-10 -2 1.1 Effective -25 or -24 to -14 to -4 to +610 16 or SEER less -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 I 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 )9 24 20 15 10 or Zonal Control Adjustment 14 1 10 8 7 6 4 3 9. No Cooling System Installed I' Stories 24 WSB 9 4 3 One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Interior Mass/CFA \ T7. Z MSS Unit Size (sQ F2 factor [0.771 Water Standard 1199 12M 1700 2200 2700 Heater Credit or ! to to to or Type Type loss .'7') 2199 2699 SG None 0 _1699 0 0.. 0 -more 0 or Solar 12 ' 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 TYPE 1 MASS POU _8 5 4 3 3 SE None -37 -24 -18 -15 -12 7�2- x Solar -1 -1 -1 0 0 HWR .18 -12 -9 -7 -6 30% WSB -25 -16 -12 -10 -8 6546 POU . -18 _ _-12 -9. .-7- -6 IG None -5 -3 -2 -2 -2 1.1 Solar 7 5 .4 3 2 23 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 10%. Solar 8 5 4 3 3 1.4 POU -10 -6 -5 -4 -3 2.9 Multi -Family (Individual units) 3.3 3.5 3.7 4 Unit Size (sQ 4.4 Water 4.8 699 700 1200 1700 2200 Heater Credit or 10 to to or Type Type loss 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9. 5 3 2 2 24 WSB 9 4 3 2 2' 39 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 1.3 Solar 2 1 1 0 0 2.8 HWR .23 -12 -8 3 '-5 4.3 WSB -25 -13 -8 -6 -5 5.7 e4U 50Y. -12 -8 -6 -5 IG None __23 -8 -4 -3 -2 1 -2 27 Solar 6 3 2 1 i 1 42 POU _t -_0 4.8 0 _ 0 5.5 IE None 30 -15 -10 -8 _0 _ 6 1.8 Solar 18 9 6 4 4 3 POU - -8 -4 -3 -2 .2 Interior Mass/CFA \ T7. Z MSS R -value 10] F2 factor [0.771 Standard Type [double] U -value [0.65] 45 Total Glass 116] % Glass SC Eff. % Glass 5 (i X .7-7 X .'7') ::. vw�c•\. tl .77 = 3.6Z ,(e x .72 _ �6 % Glass SC Eff. % Glass t TYPE 1 MASS WINC & 4.2, ie: exposed a slab) x 14.7 X Icpet.d .I.bl TYPE 1 MASS AREA = �$ Interior N78s/CFA COND. FLOOR AREA TYPE 2 MASS AREA __ 8 -- ND. L OR AREA 7�2- x SE or HSPF Duct Efficiency [0.78] Effective SE or 10.72/6.61 0% 5% 10% 15% 20% 2S% 30% 35% 40% 4S% So% 55% 60% 6546 70% 75% 60% 851'. 90%4 95% 100% 105% 110% 115% 120% 125` OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 23 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 -4.6 4.8 5 S.3 10%. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 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 S.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30%6 0.5 0.7 0.9 .1.1 1.4 1.6 1.8 2 2.2 24 26 28 3 3.2 3.5 3.7 39 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.6 5.8 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.S 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50Y. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2,5 27 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 S5% 0.9 1.1 1.4 1.8 1.8 2 2.2 24 2.6 28 3 9.2 31 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 5.3 S.6 5.8 6 6.2 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 S.2 5.4 5.6 5.9 6.1 6.3 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 S.5 S.1 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 S 8 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 23 25 2.7 3 3.2 S4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 S.S 5.7 5.9 6.1 6.3 6.5 WY. 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 S.4 5.6 5.8 6 6.2 64 6 6 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 54 5.6 5.9 6.t 6.3 65 67 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 95% 1.6 1.8 2 22 2.5 27 29 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3:2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 S.9 6.1 6.3 6.5 6.1 7 10S% 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 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.7 S.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation R 30 or R -value [38] U -value [0.030] 2. Wall Insulation P 11F or R -value III] U -value [0.0981 3. Raised Floor Insulation l2 f a/ or R -value [ 191 U -value [0.037] 4. Slab Edge Insulation S.. Infiltration 6. Glass Heat Loss 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 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating or R -value 10] F2 factor [0.771 Standard Type [double] U -value [0.65] 45 Total Glass 116] % Glass SC Eff. % Glass 5 (i X .7-7 X .'7') el. 7 X .77 = 3.6Z ,(e x .72 _ �6 % Glass SC Eff. % Glass X x 14.7 X X TYPE 1 MASS AREA = �$ Interior N78s/CFA COND. FLOOR AREA TYPE 2 MASS AREA __ 8 Exterior Wall Marr ND. L OR AREA 7�2- x SE or HSPF Duct Efficiency [0.78] Effective SE or 10.72/6.61 HSPF [0.5615.15] X .81- = 7.3 SEER (9.51 Duct Efficiency (0.741 Effective SEER [7.03] SG. Type (SGI Credit [none] Point Scores - �qq tU 0 Sum 1.6 ar_ -l- B - S Sum 7-10 t3 -E3- Point Total: 6;ertificate of Compliance: Residential Climate Zone 11 1 ect3 73— 14 1*7&A—DAS8 —8 O/CGVILI4— Buil ' itN G rrojectAddresa — l/' Checked By / Date laocumentatlon Author Telephone Fnfomernent Agency Use Only 3UILDING DATA VVall .............. Q I' Glass Area % Glass �onditi�ne Area .Z/X0 b11Ia' ed Floc Number of Stories Number of -Units —� North East South f A O -SO4 /• , In a Family Detach ( [ ] Addition Alone West /o X_ ] Single Family Attached (SFA) [ ] Existing Building Skylight /A , V ] Multi -Family (MF) [ ] Existing -Plus -Addition Total — L_ 13.0 UJILDING SHELL INSULATION component Insulation Location/Comments type R -Value (attic, to garage, typical, etc.) VVall .............. Q I' ?Vali.............. _ G >oof ............. ;poor ............. aoor............. iiab Edge..... 1AZING Shading Devices hazing Area Glass Type Interior Exterior Overhang Framing Type mentation (SO (single, double) (roller blind eta.) (shadescreen, etc.) (ye*o) (Metallwwood) --u f \ / 1,,o% ti_.e- � VAC SYSTEMS Minimum rpe (furnace, air Efficiency nditioner, heat oumnl ME. nER_HSPM. Duct Location Duct (attic, etc.) R -Vali Manufacturer / Model # S& .7 �a_ ,ar1/c 5, 7—. 70ir3 ;aWMU n Furnace Heating Output: 70 .Tt h OT WATER SYSTEMS Tank Manufacturer/Model # rstem Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) W644%* &AS PECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these meaauea regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION I DESIGNER I ENFORCEMENT I Building Envelope Measures §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b} Loose full insulation manufacturer's labeled R -value. §2.5352(e): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 62.5352(k): Slab edge insulation - water absorption rate no greater that 03%, water vapor transmission rate no greater than 2.0 perrnfinch. 42.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infhltrdtion/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: as joints and penetrations caulked and sealed §2-5352(e): Special infttration barrier installed to comply with 42.5351 meets CEC quality standards. 42.5352(d): Installation of Fueplaces I. Masonry and factory -built fireplaces have a Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 42-5352(g) and 2-5303: Space conditioning equipment sizing: attach cakvlations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. 42-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices - §2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 42.5352(i): Water heater insulation blanket (R-12 or greater) or combined interiorkxterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception ly Pipe insulation on steam and steam condensate return & recirculating piping. §2-531 8(d): Swimming Pool Heating 1. System has: a On/off switch on heater. b. Weatherproof instruction plate on hater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12-53526): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas Cued appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building feattules and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4, 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 purchaser of the building. 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T •its Lr)o CZ Q C� U) N m m W W U) W LLw D CL F Z (n p V) o a a 0 io O r T W w� > W Z W � t o W CL U „1•,1•t ,•ol s zl I I O CL f cc a J w LL tr O � o � � u N N w D � W 1 W LL W w > LL w m 1> W J 0 cc n W N C„ x iI SLOE /." FT. W1.4 x W1.4 Wire Mash /2„ A Typical T le MANUFACTURING The swimming pool is of one-piece fiberglass reinforced plastic (F.R.P.) construction, factory formed over a shaped mold. The steps are formed, intb the pool at the end. These steps are textured for a non-skid surface, also the majority of the entire bottom of the pool is textured for a non-skid surface. The F.R.P. laminate is constructed in the following manner. (Note: The! "mold" is the exact shape, size and finish of the pool but in reverse. The manufactur- ing process we are describing is reverse of normal processing: i.e. first polish, then paint, then the main body; usually items are built, then painted, then polished. The F.R.P. pool is made upside down, inside out, and backward.) 1. The mold is polished, wax is applied and polished by hand; a film of P.V.A. (polyvinyl alcohol) green in color and water soluable, is sprayed onto the entire surface, this is to assure separation of the F.R.P. pool and the mold. 2.' A "gel coat" formula and N.P.G. resin (neo pentyl glycol, a corrosion resistant resin) is catalized with M.E.K.P. (methyl ethyl ketane peroxide) is sprayed over the entire mold surface to approximately 25 mill thickness and allowed to harden. 3. F.R.P. is applied over the gel coat at approximately 1/8" thickness, all air bubbles are worked out and this is then allowed to harden. The fiber- glass is random strands in various lengths and the plastic is isophalic resin, the ratio is approximately 40% fiberglass, 60% plastic resin, catalyst is M.E.K.P. 4: F.R.P. is again applied to repeat Step #3, for a total thickness of approximately 1/4". 5. Particle board is placed in the perimeter of the coping. F.R.P. is applied as in step #3 and 4, but only over the particle board and an inch or two of the pool to complete the beam structure in the coping. Twelve inch lengths of 3/8" chains are now placed upon the under sides of the coping every 8 inches on each side and Steps #3 and 4 are repeated to a total thickness of approximately 2" around the chains with approxi- mately 6" exposed for handling the pool at the factory, transporting, and installation. 6. The F.R.P. surface is now sprayed with a dark pigmented gel coat. This does enhance the appearance of the pool upon delivery but the real.son is to insure all glass fibers are covered with plastic so the glass fibers will not pick up water or moisture, which would deteriorate the laminate by swelling. The color is only an aid to see the coating is complete. This is also allowed to harden. 7. Water is then pumped between the surface of the mold and the pigmented surface of the F.R.P. pool to cause a parting and to initiate lifting. The pool is lifted from the mold when parting is complete (the F.R.P. pool is still upside down). S. Holes are drilled and cut for the pool fixtures; the fixtures are installed and sealed with either silicone rubber and gaskets or with heavy laminate. A small amount of P.V.A. film is left on to protect against dirt abrasion in transportation. This green P.V.A. film rinses off with water. INSTALLATION OF THE VIKING POOL MANUFACTURER'S RECOMMENDATIONS Excavation for the Pool The pool excavation is dug very close to the pool size with a minimum of disturbance to the unexcavated soil which will support the pool. The clearance is approximately 6 inches around the pool. The depth and contour of the excavation is determined with the use of a transit level and a tape. The bottom of the excavation is overdug 3 inches to 6 inches. Preparation of Bottom Surface of Excavation This surface is prepared by covering it with a 3 - 6 inch layer of bedding sand or concrete sand, 1/4 minus, may be used. Setting of the Pool The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it carefully into the excavation. Levelling the Pool The qualified pool installers then check the level of the pool and its fit with the excavation by walking around on the inside of the pool feeling for any voids that might be present. The pool is then lifted out of the excavation and set back as many times as necessary to achieve a perfect fit. The perfect fit is realized by using the following techniques, namely, raking the surface of the sand in order to see where the pool is touching after it is removed and also walking around on the inside of the pool to detect low spots. When the level of the pool is within one-half inch, the setting procedure is complete. Water Fill and Sand Backfill The water is then started into the pool at the same time the sand backfill is being placed. The backfill and the water inside the pool are kept near the same level and the level of the pool is checked periodically. Total compaction of the backfill is accomplished by the constant use of the hand operated tampers in conjunction with the appropriate amount of water. Plumbing and Electrical All plumbing and electrical is done in accordance with all codes in effect in that area. When Concrete Decks are Poured Forms are now put up around the perimeter of the pool. Small sumpts measuring 12" wide and 6" deep are dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. Concrete is then poured coming up to approximately 1/4" of the top of the coping with a slight fall away from the pool. Cantilever deck may also be used. Maintenance This pool is designed to be kept full at all times. The pool shell could be damaged if the water level is allowed to drop below the pool inlet. When appreciable draw -down is noticed, or if it becomes necessary to drain the pool, contact VIKING POOLS, INC., or their agents for instructions. /L NAT. GA. - - For Clay 1 / Galvanized(Adobe) • Feet on " Diameter at 4 CenterL Chain Soil Only • • .10" • 3" Thick Compacted Sand(Typical) 4" (Min.) Thick Compacted Gravel for Clay (Adobe) Soil Only TYPICAL DETAIL—ALL MODELS Fiberglass Pool Shell 1 61, 1 STRENGTH OF THE VIKING'S POOL FIBERGLASS REINFORCED PLASTIC WALL JUNE 23, 1986 The strength of the pool's walls are investigated for the top surface of this pool's edge beam geing approximately twenty inches above the ground as shown below. A one foot wide vertical strip of the pool's wall is treated as a cantilever beam carrying the lateral loading due to water, the length of the cantilever is 18 inches. This analysis is conservative since the lateral retraint offered by the pool's edge beam is neglected. The flexure stresses are calculated at sect. m -m up to which the pool's wall is supported by compacted back -fill. Edge P - resultant lateral load due to water Beam on l.foot wide vertical strip of wall 2"y above sect. m -m. P = 62.4(18) (18) (1)= 70.2 lb. 2 12 12 Mm -m = 70.2(6) = 421.2 lb.in. Max flexure stress= 6M = 6(421.2) = 3,3701b/in2 bh2 12(;)2 O.K 18" Flexural Strength as 21,72L lb/in2 P per June 4, 1986 Report Compacted Pool Wall has an adequate factor of safety 6" Back -Fill for above -ground support. ESSId M m 4�0 SET N C,Fti KENNETH C. LUX C� 4" mill. ;� ENGINEER r � UJ No. 178809 �3 Exp. The above specifications are for models: Series ASP, Series B, Series BFF, Series BK, C10, Series BL, Series MK and Series SAP. ""OF CAS\� ENGINEERING REPORT ON THE VIKING FIBERGLASS POOL JUNE 4, 1986 This report deals primarily with the strength and energy absorption characteristics of the fiberglass polyester material used in the construction of the Viking Pools. These pools are manufactured by the firm VIKING POOLS, INC. in Williams, California. The ability of the pool structure to carry the loads imposed on it (which are primarily static loads, due to water pressure, ground settling, and dynamic loads due to earthquakes) depends on the strength and energy absorption quali- ties of the fiberglass polyester material. To ascertain the mechanical behavior of the above material, tensile, com- pressive and flexure specimens were made from material removed from the walls of existing pools. All of these specimens were tested in the Materials Testing laboratory of the University of Santa Clara by Harold M. Tapay, Professor of Engineering. All of the above tests were conducted at room temperature (780F) and 10'F. The tests at 10'F were conducted because some pools are installed in the mountain areas which reach low temperatures during winter. From the axial load tests in tension and compression and the flexure tests, the following mechanical properties were evaluated. (1) Ultimate strength in tension (2) Ultimate strength in compression (3) (a) Modulus of rupture in flexure, i.e. Flexural Strength (b) Modulus of elasticity in flexure, i.e. Flexural Modulus The average value of these properties appear in the following table: Specimen Ultimate Ultimate Flexural Flexural Temperature Tensile Strength Compressive Strength Strength Modulus (•F) (lb/in.') (lb/in.') (lb/in.2) (lb/in.2 78 15,130 23,360 21,720 1.0 x 106 10 17,070 23,890 24,730 1.2 x 10 From the above table it can be seen that at the lower temperature of 10•F this fiber reinforced plastic gains in strength and stiffness, and it could be shown that its capacity to absorb energy has not diminished. Therefore, this pool is just as good structurally at low temperatures as it is at normal operating temperatures. This fiber reinforced plastic is strong, tough and resilient material. Compared to gunite, this material is stronger under tensile, compressive and flexural loadings. In addition, the material is much tougher than gunite (toughness meaning energy absorption capacity up to rupture). A simple beam of this material with a span of 5" and a depth of approximately 5/16" and a width of 7/8" experienced a 1/2" midspan deflection under a midspan concentrated load without rupturing. This means that a pool made of this material could experience large deflections under earthquake loading without rupturing. In conclusion, the Viking Pool, when properly installed in compacted ground against a compacted sand cushion (compacted by wetting) can safely carry the loads due to water pressure ani_ground movement, including ground movement due to earthquakes.-" f. ESSI �woe,?,fV H HGF BUTTE COUNTY i BUILDING DEPARTMENT Kenneth C. Lux �� No. 178009 APPROVED -* 1. EXPCIV • '� �i t�", • z-7 q69-8� 'T6'OF CAO�� O CL CL cn a w 0 J Q L C) CL CL P N P v t0 N 0 1 Y m aL >� W_ O J 0 W >> Z W W Cn J d to a Cn C„ x iI SLOE /." FT. W1.4 x W1.4 Wire Mash /2„ A Typical T le MANUFACTURING The swimming pool is of one-piece fiberglass reinforced plastic (F.R.P.) construction, factory formed over a shaped mold. The steps are formed, intb the pool at the end. These steps are textured for a non-skid surface, also the majority of the entire bottom of the pool is textured for a non-skid surface. The F.R.P. laminate is constructed in the following manner. (Note: The! "mold" is the exact shape, size and finish of the pool but in reverse. The manufactur- ing process we are describing is reverse of normal processing: i.e. first polish, then paint, then the main body; usually items are built, then painted, then polished. The F.R.P. pool is made upside down, inside out, and backward.) 1. The mold is polished, wax is applied and polished by hand; a film of P.V.A. (polyvinyl alcohol) green in color and water soluable, is sprayed onto the entire surface, this is to assure separation of the F.R.P. pool and the mold. 2.' A "gel coat" formula and N.P.G. resin (neo pentyl glycol, a corrosion resistant resin) is catalized with M.E.K.P. (methyl ethyl ketane peroxide) is sprayed over the entire mold surface to approximately 25 mill thickness and allowed to harden. 3. F.R.P. is applied over the gel coat at approximately 1/8" thickness, all air bubbles are worked out and this is then allowed to harden. The fiber- glass is random strands in various lengths and the plastic is isophalic resin, the ratio is approximately 40% fiberglass, 60% plastic resin, catalyst is M.E.K.P. 4: F.R.P. is again applied to repeat Step #3, for a total thickness of approximately 1/4". 5. Particle board is placed in the perimeter of the coping. F.R.P. is applied as in step #3 and 4, but only over the particle board and an inch or two of the pool to complete the beam structure in the coping. Twelve inch lengths of 3/8" chains are now placed upon the under sides of the coping every 8 inches on each side and Steps #3 and 4 are repeated to a total thickness of approximately 2" around the chains with approxi- mately 6" exposed for handling the pool at the factory, transporting, and installation. 6. The F.R.P. surface is now sprayed with a dark pigmented gel coat. This does enhance the appearance of the pool upon delivery but the real.son is to insure all glass fibers are covered with plastic so the glass fibers will not pick up water or moisture, which would deteriorate the laminate by swelling. The color is only an aid to see the coating is complete. This is also allowed to harden. 7. Water is then pumped between the surface of the mold and the pigmented surface of the F.R.P. pool to cause a parting and to initiate lifting. The pool is lifted from the mold when parting is complete (the F.R.P. pool is still upside down). S. Holes are drilled and cut for the pool fixtures; the fixtures are installed and sealed with either silicone rubber and gaskets or with heavy laminate. A small amount of P.V.A. film is left on to protect against dirt abrasion in transportation. This green P.V.A. film rinses off with water. INSTALLATION OF THE VIKING POOL MANUFACTURER'S RECOMMENDATIONS Excavation for the Pool The pool excavation is dug very close to the pool size with a minimum of disturbance to the unexcavated soil which will support the pool. The clearance is approximately 6 inches around the pool. The depth and contour of the excavation is determined with the use of a transit level and a tape. The bottom of the excavation is overdug 3 inches to 6 inches. Preparation of Bottom Surface of Excavation This surface is prepared by covering it with a 3 - 6 inch layer of bedding sand or concrete sand, 1/4 minus, may be used. Setting of the Pool The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it carefully into the excavation. Levelling the Pool The qualified pool installers then check the level of the pool and its fit with the excavation by walking around on the inside of the pool feeling for any voids that might be present. The pool is then lifted out of the excavation and set back as many times as necessary to achieve a perfect fit. The perfect fit is realized by using the following techniques, namely, raking the surface of the sand in order to see where the pool is touching after it is removed and also walking around on the inside of the pool to detect low spots. When the level of the pool is within one-half inch, the setting procedure is complete. Water Fill and Sand Backfill The water is then started into the pool at the same time the sand backfill is being placed. The backfill and the water inside the pool are kept near the same level and the level of the pool is checked periodically. Total compaction of the backfill is accomplished by the constant use of the hand operated tampers in conjunction with the appropriate amount of water. Plumbing and Electrical All plumbing and electrical is done in accordance with all codes in effect in that area. When Concrete Decks are Poured Forms are now put up around the perimeter of the pool. Small sumpts measuring 12" wide and 6" deep are dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. Concrete is then poured coming up to approximately 1/4" of the top of the coping with a slight fall away from the pool. Cantilever deck may also be used. Maintenance This pool is designed to be kept full at all times. The pool shell could be damaged if the water level is allowed to drop below the pool inlet. When appreciable draw -down is noticed, or if it becomes necessary to drain the pool, contact VIKING POOLS, INC., or their agents for instructions. /L NAT. GA. - - For Clay 1 / Galvanized(Adobe) • Feet on " Diameter at 4 CenterL Chain Soil Only • • .10" • 3" Thick Compacted Sand(Typical) 4" (Min.) Thick Compacted Gravel for Clay (Adobe) Soil Only TYPICAL DETAIL—ALL MODELS Fiberglass Pool Shell 1 61, 1 STRENGTH OF THE VIKING'S POOL FIBERGLASS REINFORCED PLASTIC WALL JUNE 23, 1986 The strength of the pool's walls are investigated for the top surface of this pool's edge beam geing approximately twenty inches above the ground as shown below. A one foot wide vertical strip of the pool's wall is treated as a cantilever beam carrying the lateral loading due to water, the length of the cantilever is 18 inches. This analysis is conservative since the lateral retraint offered by the pool's edge beam is neglected. The flexure stresses are calculated at sect. m -m up to which the pool's wall is supported by compacted back -fill. Edge P - resultant lateral load due to water Beam on l.foot wide vertical strip of wall 2"y above sect. m -m. P = 62.4(18) (18) (1)= 70.2 lb. 2 12 12 Mm -m = 70.2(6) = 421.2 lb.in. Max flexure stress= 6M = 6(421.2) = 3,3701b/in2 bh2 12(;)2 O.K 18" Flexural Strength as 21,72L lb/in2 P per June 4, 1986 Report Compacted Pool Wall has an adequate factor of safety 6" Back -Fill for above -ground support. ESSId M m 4�0 SET N C,Fti KENNETH C. LUX C� 4" mill. ;� ENGINEER r � UJ No. 178809 �3 Exp. The above specifications are for models: Series ASP, Series B, Series BFF, Series BK, C10, Series BL, Series MK and Series SAP. ""OF CAS\� ENGINEERING REPORT ON THE VIKING FIBERGLASS POOL JUNE 4, 1986 This report deals primarily with the strength and energy absorption characteristics of the fiberglass polyester material used in the construction of the Viking Pools. These pools are manufactured by the firm VIKING POOLS, INC. in Williams, California. The ability of the pool structure to carry the loads imposed on it (which are primarily static loads, due to water pressure, ground settling, and dynamic loads due to earthquakes) depends on the strength and energy absorption quali- ties of the fiberglass polyester material. To ascertain the mechanical behavior of the above material, tensile, com- pressive and flexure specimens were made from material removed from the walls of existing pools. All of these specimens were tested in the Materials Testing laboratory of the University of Santa Clara by Harold M. Tapay, Professor of Engineering. All of the above tests were conducted at room temperature (780F) and 10'F. The tests at 10'F were conducted because some pools are installed in the mountain areas which reach low temperatures during winter. From the axial load tests in tension and compression and the flexure tests, the following mechanical properties were evaluated. (1) Ultimate strength in tension (2) Ultimate strength in compression (3) (a) Modulus of rupture in flexure, i.e. Flexural Strength (b) Modulus of elasticity in flexure, i.e. Flexural Modulus The average value of these properties appear in the following table: Specimen Ultimate Ultimate Flexural Flexural Temperature Tensile Strength Compressive Strength Strength Modulus (•F) (lb/in.') (lb/in.') (lb/in.2) (lb/in.2 78 15,130 23,360 21,720 1.0 x 106 10 17,070 23,890 24,730 1.2 x 10 From the above table it can be seen that at the lower temperature of 10•F this fiber reinforced plastic gains in strength and stiffness, and it could be shown that its capacity to absorb energy has not diminished. Therefore, this pool is just as good structurally at low temperatures as it is at normal operating temperatures. This fiber reinforced plastic is strong, tough and resilient material. Compared to gunite, this material is stronger under tensile, compressive and flexural loadings. In addition, the material is much tougher than gunite (toughness meaning energy absorption capacity up to rupture). A simple beam of this material with a span of 5" and a depth of approximately 5/16" and a width of 7/8" experienced a 1/2" midspan deflection under a midspan concentrated load without rupturing. This means that a pool made of this material could experience large deflections under earthquake loading without rupturing. In conclusion, the Viking Pool, when properly installed in compacted ground against a compacted sand cushion (compacted by wetting) can safely carry the loads due to water pressure ani_ground movement, including ground movement due to earthquakes.-" f. ESSI �woe,?,fV H HGF BUTTE COUNTY i BUILDING DEPARTMENT Kenneth C. Lux �� No. 178009 APPROVED -* 1. EXPCIV • '� �i t�", • z-7 q69-8� 'T6'OF CAO�� \C L C) CL CL O J 0 to a c UJ p � X Q X LO . T •its Lr)o CZ N m m W W U) W Z > cWnwvO a W cn o C„ x iI SLOE /." FT. W1.4 x W1.4 Wire Mash /2„ A Typical T le MANUFACTURING The swimming pool is of one-piece fiberglass reinforced plastic (F.R.P.) construction, factory formed over a shaped mold. The steps are formed, intb the pool at the end. These steps are textured for a non-skid surface, also the majority of the entire bottom of the pool is textured for a non-skid surface. The F.R.P. laminate is constructed in the following manner. (Note: The! "mold" is the exact shape, size and finish of the pool but in reverse. The manufactur- ing process we are describing is reverse of normal processing: i.e. first polish, then paint, then the main body; usually items are built, then painted, then polished. The F.R.P. pool is made upside down, inside out, and backward.) 1. The mold is polished, wax is applied and polished by hand; a film of P.V.A. (polyvinyl alcohol) green in color and water soluable, is sprayed onto the entire surface, this is to assure separation of the F.R.P. pool and the mold. 2.' A "gel coat" formula and N.P.G. resin (neo pentyl glycol, a corrosion resistant resin) is catalized with M.E.K.P. (methyl ethyl ketane peroxide) is sprayed over the entire mold surface to approximately 25 mill thickness and allowed to harden. 3. F.R.P. is applied over the gel coat at approximately 1/8" thickness, all air bubbles are worked out and this is then allowed to harden. The fiber- glass is random strands in various lengths and the plastic is isophalic resin, the ratio is approximately 40% fiberglass, 60% plastic resin, catalyst is M.E.K.P. 4: F.R.P. is again applied to repeat Step #3, for a total thickness of approximately 1/4". 5. Particle board is placed in the perimeter of the coping. F.R.P. is applied as in step #3 and 4, but only over the particle board and an inch or two of the pool to complete the beam structure in the coping. Twelve inch lengths of 3/8" chains are now placed upon the under sides of the coping every 8 inches on each side and Steps #3 and 4 are repeated to a total thickness of approximately 2" around the chains with approxi- mately 6" exposed for handling the pool at the factory, transporting, and installation. 6. The F.R.P. surface is now sprayed with a dark pigmented gel coat. This does enhance the appearance of the pool upon delivery but the real.son is to insure all glass fibers are covered with plastic so the glass fibers will not pick up water or moisture, which would deteriorate the laminate by swelling. The color is only an aid to see the coating is complete. This is also allowed to harden. 7. Water is then pumped between the surface of the mold and the pigmented surface of the F.R.P. pool to cause a parting and to initiate lifting. The pool is lifted from the mold when parting is complete (the F.R.P. pool is still upside down). S. Holes are drilled and cut for the pool fixtures; the fixtures are installed and sealed with either silicone rubber and gaskets or with heavy laminate. A small amount of P.V.A. film is left on to protect against dirt abrasion in transportation. This green P.V.A. film rinses off with water. INSTALLATION OF THE VIKING POOL MANUFACTURER'S RECOMMENDATIONS Excavation for the Pool The pool excavation is dug very close to the pool size with a minimum of disturbance to the unexcavated soil which will support the pool. The clearance is approximately 6 inches around the pool. The depth and contour of the excavation is determined with the use of a transit level and a tape. The bottom of the excavation is overdug 3 inches to 6 inches. Preparation of Bottom Surface of Excavation This surface is prepared by covering it with a 3 - 6 inch layer of bedding sand or concrete sand, 1/4 minus, may be used. Setting of the Pool The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it carefully into the excavation. Levelling the Pool The qualified pool installers then check the level of the pool and its fit with the excavation by walking around on the inside of the pool feeling for any voids that might be present. The pool is then lifted out of the excavation and set back as many times as necessary to achieve a perfect fit. The perfect fit is realized by using the following techniques, namely, raking the surface of the sand in order to see where the pool is touching after it is removed and also walking around on the inside of the pool to detect low spots. When the level of the pool is within one-half inch, the setting procedure is complete. Water Fill and Sand Backfill The water is then started into the pool at the same time the sand backfill is being placed. The backfill and the water inside the pool are kept near the same level and the level of the pool is checked periodically. Total compaction of the backfill is accomplished by the constant use of the hand operated tampers in conjunction with the appropriate amount of water. Plumbing and Electrical All plumbing and electrical is done in accordance with all codes in effect in that area. When Concrete Decks are Poured Forms are now put up around the perimeter of the pool. Small sumpts measuring 12" wide and 6" deep are dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. Concrete is then poured coming up to approximately 1/4" of the top of the coping with a slight fall away from the pool. Cantilever deck may also be used. Maintenance This pool is designed to be kept full at all times. The pool shell could be damaged if the water level is allowed to drop below the pool inlet. When appreciable draw -down is noticed, or if it becomes necessary to drain the pool, contact VIKING POOLS, INC., or their agents for instructions. /L NAT. GA. - - For Clay 1 / Galvanized(Adobe) • Feet on " Diameter at 4 CenterL Chain Soil Only • • .10" • 3" Thick Compacted Sand(Typical) 4" (Min.) Thick Compacted Gravel for Clay (Adobe) Soil Only TYPICAL DETAIL—ALL MODELS Fiberglass Pool Shell 1 61, 1 STRENGTH OF THE VIKING'S POOL FIBERGLASS REINFORCED PLASTIC WALL JUNE 23, 1986 The strength of the pool's walls are investigated for the top surface of this pool's edge beam geing approximately twenty inches above the ground as shown below. A one foot wide vertical strip of the pool's wall is treated as a cantilever beam carrying the lateral loading due to water, the length of the cantilever is 18 inches. This analysis is conservative since the lateral retraint offered by the pool's edge beam is neglected. The flexure stresses are calculated at sect. m -m up to which the pool's wall is supported by compacted back -fill. Edge P - resultant lateral load due to water Beam on l.foot wide vertical strip of wall 2"y above sect. m -m. P = 62.4(18) (18) (1)= 70.2 lb. 2 12 12 Mm -m = 70.2(6) = 421.2 lb.in. Max flexure stress= 6M = 6(421.2) = 3,3701b/in2 bh2 12(;)2 O.K 18" Flexural Strength as 21,72L lb/in2 P per June 4, 1986 Report Compacted Pool Wall has an adequate factor of safety 6" Back -Fill for above -ground support. ESSId M m 4�0 SET N C,Fti KENNETH C. LUX C� 4" mill. ;� ENGINEER r � UJ No. 178809 �3 Exp. The above specifications are for models: Series ASP, Series B, Series BFF, Series BK, C10, Series BL, Series MK and Series SAP. ""OF CAS\� ENGINEERING REPORT ON THE VIKING FIBERGLASS POOL JUNE 4, 1986 This report deals primarily with the strength and energy absorption characteristics of the fiberglass polyester material used in the construction of the Viking Pools. These pools are manufactured by the firm VIKING POOLS, INC. in Williams, California. The ability of the pool structure to carry the loads imposed on it (which are primarily static loads, due to water pressure, ground settling, and dynamic loads due to earthquakes) depends on the strength and energy absorption quali- ties of the fiberglass polyester material. To ascertain the mechanical behavior of the above material, tensile, com- pressive and flexure specimens were made from material removed from the walls of existing pools. All of these specimens were tested in the Materials Testing laboratory of the University of Santa Clara by Harold M. Tapay, Professor of Engineering. All of the above tests were conducted at room temperature (780F) and 10'F. The tests at 10'F were conducted because some pools are installed in the mountain areas which reach low temperatures during winter. From the axial load tests in tension and compression and the flexure tests, the following mechanical properties were evaluated. (1) Ultimate strength in tension (2) Ultimate strength in compression (3) (a) Modulus of rupture in flexure, i.e. Flexural Strength (b) Modulus of elasticity in flexure, i.e. Flexural Modulus The average value of these properties appear in the following table: Specimen Ultimate Ultimate Flexural Flexural Temperature Tensile Strength Compressive Strength Strength Modulus (•F) (lb/in.') (lb/in.') (lb/in.2) (lb/in.2 78 15,130 23,360 21,720 1.0 x 106 10 17,070 23,890 24,730 1.2 x 10 From the above table it can be seen that at the lower temperature of 10•F this fiber reinforced plastic gains in strength and stiffness, and it could be shown that its capacity to absorb energy has not diminished. Therefore, this pool is just as good structurally at low temperatures as it is at normal operating temperatures. This fiber reinforced plastic is strong, tough and resilient material. Compared to gunite, this material is stronger under tensile, compressive and flexural loadings. In addition, the material is much tougher than gunite (toughness meaning energy absorption capacity up to rupture). A simple beam of this material with a span of 5" and a depth of approximately 5/16" and a width of 7/8" experienced a 1/2" midspan deflection under a midspan concentrated load without rupturing. This means that a pool made of this material could experience large deflections under earthquake loading without rupturing. In conclusion, the Viking Pool, when properly installed in compacted ground against a compacted sand cushion (compacted by wetting) can safely carry the loads due to water pressure ani_ground movement, including ground movement due to earthquakes.-" f. ESSI �woe,?,fV H HGF BUTTE COUNTY i BUILDING DEPARTMENT Kenneth C. Lux �� No. 178009 APPROVED -* 1. EXPCIV • '� �i t�", • z-7 q69-8� 'T6'OF CAO��