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Home My WebLink About065-370-04965-37-49 William C. IIall +� 15 Grove Ct., to , 3LD4�Ma alis �0 g c.ontr: Phil moo A- Magalia Permit #398549-P,E(utiill 1111) ELEC. GAS / SUPPORT STRUCTURE REQ. -7-7,0COMPACTION TEST REQ. ,p'y�..r�.�'Q 5-37-49 r Cantr: Kentwood Mobile Home, Chic �Permit##367-80MHI Issued 65-37-49 Permit #1920-80B(new -2- open deckskI) 65-37-49 contr:Don Darby, Magalia Permit # 08-80B E(new pri.garage) 065-370-049 2 GENGLEE, KEN ALE 6425 GROVE CT, MAGALI _ Cont: BRUCE BRODERICK MH PERM FND EX SITE 065-370-049 03-2624 k GENGLEE, KEN 6425 GROVE CT, MAGALIA Cont: BRUCE BRODERICK ATT METAL AWNING/DK 464-1m i .L3ll J r s u .�. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (F3"eAl2/966) APPLICATION AND PERMIT 1_;_� i ell �- ASSESSOR PARCEL NUMBER 065-37049 ZONING 1 BUILDING PERMIT OWNER KEN & ELIZABETH GENGLER TE`ZIP 5059 { OWNERS MAILING ADDRESS ` � SO. FT. OCC. BUILDING VALUATION L 4 C: 190 C 2t470.00 CONTRACTOR'S NAME BRUCE BRODERICK TELEPHONE 873-5059 CONTRACTORS MAILING ADDRESS GO BOX 786 MAGALIA 95954 C CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is 5,382.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 52.6 SUILOINGADDRESS 6 5 GROVECr.Energy 6425 GROVE 41 WALIA$ Plan Checking Fee $ PERMIT FEE $ 153.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 8X28 ATTACHED METAL AWNING (SPA) 8X20 & 5X6 FRONT DEM COM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in4ull force and effect. License Class �) Lic. No. -.� '� L C! J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO lO 46.00 NEW CONST. DWEW WEU CU NG OCUP. OR ADDNS. ( & ACC. BLOB. SO 3.5¢F. NON p6ID. MULT"oUT f 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. �(, OCCU OUTLET OR FDRURES 20 ®' .00 BAL PP Ex. Occup. ourtiEEDTSA RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation„ as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the'lAbor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with,those provisions. - , L ,/ X �'- r J I. 6t' Date .1 -71 � Signature of Applicant - ❑ Owner ❑ Contractor 'CI Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories i ht. ,hei g � � , MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ 'Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 153.65 HAZ. D. FEES IMP FLOOD CDF I PARCEL I PO PD I ISSU This permit is hereby issued under of the Butte County 'Code and/or indicated above for which fees have r(✓ I By✓ `�� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 9/Ia Date L ��l 7 7t1 C'rL Date Receipt No. Qf> LP 41) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Qzlifarnia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT 0:1 1 Q—;" Z (ice ASSESSOR PARCEL NUMBER 065-370-049 ZONING RT -1 BUILDING PERMIT OWNER KEN & ELIZABETH GENGLER TE8/3-5059 OWNER'S MAIUNG ADDRESS 6425 GROVE 7 SO. FT. OCC. BUILDING VALUATION [' 2,912.00 190 C 2 470.00 CONTRACTOR'S NAME BRUCE BRODERICK TELEPHONE 873-5059 CONTRACTORS MAILING ADDRESS PO BOX 786 MAGALIA 95954 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 5.382.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 52.65 BUILDING ADDRESS 6425 GROVE Energy Plan Checking Fee $ $ PERMIT FEE $ 153.65 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 8X28 ATTACHED METAL 9UNING ( SPA) 8X20 & 5X6 FRONT DECK COVER Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is),tVull force and effect. ''��777 �O T3 7 _ License Class Lie. No. / �/ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' compensation provisions of section 3700 of the Labor Code, I shall f hwith comply wit those pr visions. /J X � V,&6d Wae J7 d Signature of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0"deep and demolition or construction of structures over 3 stories i i ht. Main Service 200A TO 1000A 46.00 NEW CONST. DW UP. 0.LLNG OCC3.SQso ( ADDNS.EW NOR CONST. MUALTICOu�rLS. NON-RESID. @7.50 POWER APPARATUS S SINGLOUTLET E CIR. 20 Ex. Occup. OUTLET OR FD(TURES @'.50 BAL Q .SO Ex. Occup. OUTEIErs o .O� R 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 153.65 HAZJ D. FEES IMP CDF PARCEL I PD I HD IS This permit is hereby ' sued under the applicable provisions of utte County Code and/or Resolutions to do work in cate a or hi(,h fees have been paid. 9 X03 By Date PERMIT EXPIRES ONd Dal Receipt No. WHITE-D.D.S.-B. CANARY -ASSESSOR INK•INSPECTO GOLDENROD -APPLICANT ��,�� r G"Y�L-k, ':.rl'a'�,f� �. Y.y'�.f� ,��y�t`i,.�•,�5f ��r�A`�./,��fj';ti i+��'�1..%``�^YY�'..-.1f�-,++'.'f'�r%�:ij-1.-.��:^a.� v w,`, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION u7' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ` 1 !W�SESSOR PARCEL NUMBER Proposed Building Use: ' � (�61 - � � /I (. �� Counter Technician: - Date: Items,required in order to apply for a permit. All (boxes MUST be checked OR marked NA in order to apply. 1 1.. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Rem mg items needed to issue the permit. (May require additional plan review upon receipt of the following items.) *14. es as shown on the attached Schedule of Fees Due Sheet.. � CPK ta.1.<.Statement of Intent for Non -heated and A/C Buildings......Sanitation and plot plan approval from the Environmental Health Department in�l1i► 1lJI� / City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: t When issued Telephone _S 05`'/ and hbld for pickup. I have been informed of the a Applicant: requirements for obtaining a building -permit. Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required /6—nira-c-t-ob designer, owner, was advised cf the above data by Vphone, ❑ mail, ❑ counter, by Date: "Contractor, designer, owner was advised of the ove ata b ❑ phone, ❑ mail, ❑ counte b Date: Plans reviewed by: Date: �� Oj Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: V� Note transfer by: Date: Yellow Building Division ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville;'"California 95965 •Telephone (530) 538-7541/�� ER►�K (Rev.12/96) APPLICATION AND PERMIT ASSESSORP C UNBEA�H� mow { r�� BUILDING PERMIT OWNER / TELEFI1Or"E SO. FT. OCC. BUILDING VALUATION OW7;m dP 64 /11-Lf-4-1AQ �5 y 0 �5 Q /D Z U( CA Oto Z LzV -T-16(../ ZJl CONSTRUCTION LEDER Fireplace " LENDER'S NIVUNG ADDRESS Total Valuation $ a ARCNRECT OR ENGINEER LICENSE NO. Flip Fee $ 20.00 Permit Fee . $ G° ARCWECT OR ENGWEERS NAJUNG ADDRESS Plan Checking Fee $ ` BUOVS KESS .IQ n (/!/� Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNlS�NS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other epmsr Ea ch Trap 7.00 So or heat ump water heater 23.00 Water)xping 15.00 Each as ter heater or vent 15.00 TYPE OF WORK /❑ Installation ❑ Other ❑ New ❑ Addition ❑ Remodel C3 Utilities Desccrriib�e/ Work: "9;?i/� Q7Tot<Cf%tB� `%1 �i1 �/%i�J , b ,�� %r%/Yf Oe4C/ r6 /2,e Gas n m 1 - 5 outlets 15.00 Building sewer � 15.00 Mobile Home S' G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service oa LE., 23.00 .PERMIT FEE PAID SRA SRA SHERIFF $ OTHER $ $ I $ AMOUNTRECEIVED $ /( '. &s DATE RECEIVED. �� '• � � � � / t � � Mal Service 200A To t000A 46.00 OWe1JNG OCCUP. MDCN- d ACC. UDS. 3.SQSC . NEW o T. MUL URET 07.50 NDNAFSID.riRCUITS POWER APPAMTIR 9JGL.E OUTLET qR Ex. Occup. OR MWES 20 @ t.00 BAL @ .50 Ex. Occup. D S. OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wiring 23.00 PERMIT FEE $ ' MECHANICAL PERMIT Filing Fee 20.00 H ing Coolin Hood . 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC corsT. TTS TOTAL FEE $ NAL a� - FLOOD ODP PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date E.H. USE O Y Piot Plan Attached ` j u Foos Plan Attschad s Sant to S.D.44 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owqor Location AP# Plan Approved for: Sewage D osal / r Vi ater Supply: 1 Public Private Well 2 Clearance for dwelling. <Other Hold final for: Final clearance O.K. for: NOTE: En 8/96 mental Health Specia — <,--�, -, 1 1. / � j- (1): � Date t � NOTES ' RESIDENTIAL . , PERMIT NO ..W-376_049 03-2622— t GENGLEE, KEN 6425 GROVE CT, MAGALIA Cont: BRUCE BRODERICK MH PERM FND EX SITE SPECIAL CONDITIONS CHECKED^ BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J J=OK 0 = Not OK . = Not Ready' 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Elec.; Receptacles and Lighting, Distance-GFI 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG Elec.; Pool Lighting; 15 Volts-GFI 7. Well Clearance & Disconnect Gas; MH Test -Demand -Valve 8. Utility Clearance 5. Electricity; MH Test 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 6. Water; MH Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 12. 1. Zoning Requirements -Setbacks -Easements Exits 2. Footings; Size -Spacing -Marriage Line 10. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain;' MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to. Grade -HD Approval Date 8. Gas and Electricity Tagged Card B-1 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Shthg-Frg-Bracing 5. 1. Zoning Requirements -Setbacks -Easements 3. 2. Footings; Size -Spacing -Marriage Line 4. Elec.; Receptacles and Lighting, Distance-GFI 3. Blocking Elec.; Pool Lighting; 15 Volts-GFI 4. Gas; MH Test -Demand -Valve 7. 5. Electricity; MH Test 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 6. Water; MH Test Health Department Approval 7. Water and Sewer Connected 11. 8. Gas and Electricity Tagged 12. Enclosure; Fencing -Alarms 9. Exits Date 10. License Decals Date 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements .. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors 1. Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors. 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing. 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 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- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12Y96) APPLICATION AND PERMIT r � ASXYR 7 , ZONINGrt-1 BUILDING PERMIT OWNE TELEPHONE �% & ELIZAaErEt GENGLER 873-505 SQ. FT. OCC. BUILDING VALUATION OW NG -ADD iss t>rB vE COURT MAGALIA CA 95954 1440 R 77,760.00 COQ jjACTOR'SLNq�AE ERIC / 8M5059 i7i1tSS TELEPHONE Cj1�VRAC�IG �/jJGUN �L`DREI�I� CA 95954 MAGALJA CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ /6u. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 21U. ZY ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $2.�.Uu BUILD ot+ �nu I[A ADgAEsSVE COM MAGAI.IA CA 95954 Energy Plan Checking Fee $ $ PERMIT FEE LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 1 5.00 5. W Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other O Describe Work:MH PERM I:ZVD IX SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0015.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 Roy OR LE Main Service zoOA OR IESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is -in � full force and effect. % License Class _11 Lic. No. �� rL•� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW:,LUNG UP. NG OCC OR ADDNS. ( 8 ACC. S. so 3.50 FT.. T. NON.ROSID. MULTI.OUTLET @7,50 POWER APPARATUS dSINGLE OUTLET CSI R. Ex. OccuOUTLET OR FIXTURES 20 O 1.00 BAL p .so Ex. Occu oFlXuriE sA oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith complywith those provisions. X ,_ ��"�` �✓ "C r'� I �� Date (� _ Signature of Applicant - ❑ Owner ❑ Contractor �'❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. �, Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 363.25 HAZ. I D. FEES IMP FLooD CDF PARCEL Po HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated a for which fees have Bye_ tDate PERMIT EXPIRES ON I(Mte applicable provisions Resolutions to do work been paid. c� / __7of / /� / v 75 Receipt No. li -16 � . OC WHITE-D.D.S.-B.D. CANARY•ASSESSdH PINK -INSPECTOR ' GOLDENROD -APPLICANT r. �..:� .. . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immedialeiv. DateyT lam_ Inspector REV 10192 08/23/03 10:52 FAX Z002 GRAY DAVIS, GOvema► STATE OF CAUFORNH► - BUSINESS,'rMNSPORTATtON AND H_ OUSNO ACEHCY —•---• -oVSiNG DEPARTMENT OF HOUSING ANU COMMUNITY DEVELOPMENT Divi iion of Cedes and Standards t} ,o Title Search DfN'r Date Printed : 07/30/2003 Serial Number HUD Label/ sigma A2666 178129 ' / B7.666 178130 `� Record Conditions: PPF Exempt Registered Owner Use Code: - •i 1821 Decal M AAS Manufacturer: FARWEST HO—MES - FnR WEST Tradename: _ Model: -FAK WEST Manufactured Date: 00/00/1980 Registration Exp: 02!28/9-004 +R; First Sold On_ 00/00/1980 ' Serial Number HUD Label/ sigma A2666 178129 ' / B7.666 178130 `� Record Conditions: PPF Exempt Registered Owner Use Code: SFD Original Price Code: AHX Rating Year: 1980 Tax Type: ILT Last ILT Amount: $29.00 Date ILT Fee Paid: 01/15/2003 CLT Exemption: NONE Length Width 60' 24' 60' 24' KENNETH P GENGLER - ELIZABETH ANN GENGLER (Tenants in Common Or) 6425 GROVE CT MAGALIA, CA 95954 Last Title Date; 10/18/1993 Last Reg Card: 01/17/2003 SaleiTransfer Info; Pim $29,000.00 Transferred on 03/2711984 Situs Address: 6425 GROVE CI- MAGALIA, CA 95954-9312 Situs County: BUTTE, Legal Owner: FIRST INTERSTATE, BANK 1200 W 7TH ST PO BX 60759 LOS ANGELES, CA 90060.0759 Lien Perfecter) On: 09/07/1993 13:48:00 Inactive Decal/DMV- DMV ST6310 Title Searches: BIDWELL TITLE 500 WALL ST P O BOX 5 173 CfflCO, CA 95927 Title File No: 211433 -TPC **:PEND OF TITLE SEARCH'S** COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) : APPLICATION AND PERMIT Qr ASS ORP CEL NUMBER 0�S-3�0-049 ZONING _t-1 BUILDING PERMIT M & ELIZABETH GENGLER 873-505 TELEPHONE SO. FT, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 6425 GROVE COURT MAGALIA CA 95954 1440 R 77,760-00 TEff"BODERICK 873-5059 TELEPHONE CONTRACTOR'S MAILING ADDRESS PO BOX786 MAGALIA CA 95954 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 77 60.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee s 270.25 Plan Checking Fee $ 23.00 66425 GROVE COURT MAGALIA CA 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ 313.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:MH PERM FM EX SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.001-5.00 Mobile Home IS I G 1w 920.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..A OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license i�full force and effect. / License Class Lic. No. �� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main .Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLDS. 3.5¢FT. NEW CONS MULTI -OUTLET NGN•REslo. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR PICTURES SAL o �:w LNS Ex. Occup. OPi,T E°rs RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) W 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 workers' compensation pr visions of section 3700 of the Labor Code, I shall forthwith comp) ith thos provisions. X D to 027 o-3 Signature of Applicant - ❑ Owner ❑ Contractor /Z Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 363.25 HAZ. I D PEES IMP FLOOD CDF PARCEL PD HD s This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat ov for whi fees have been paid. By Dat 2 O EXPIRES ON 2 D to Receipt No.PERMIT WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -I SPECTO GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: `7 r" Aor I) P S Il Y SSESSOR PARCEL NUMBER Proposed Building Use: 4A Counter Technician: I- Date: Ur- / G 3 - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. el4 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or oundation plans, albin duplicate. ❑�Metal-buildings:'(A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: r ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ >. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for required ................ ID 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations /I and/or expired permits ........... 11..��.. . ❑ 30. - Grant Deed,'tbr4.H. Title/Statement of Facts,�fi etter from Legal Owner*,*ttheck to H.C.D. $ cT ❑ 31. Other: When issued Telephone G and hold for pickup. I have been informed of the abao've itemZe 'd requirements for obtaining a building, permit. Applicant: (�� Date: D /� 7� 3 60 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner,, was advised of the abpve data b ❑ phone, ❑ mail, ❑ counter, by Date - Plans Plans reviewed by: y t..Ci Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1, 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754 PER►�►� (Rev.,2/9�) APPLICATION AND PERMIT � ASSESS RP CELNU(�R ZONING- BUILDING PERMIT y✓•(� SO. FT. I OCC. BUILDING VALUATION '' x / /i C mTRUCTION LENDER LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER . ARCKMCT OR ENGINEERS MAILING Fireplace Total Valuation $ LICENSE NO. Filing Fee 20.00 Permit Fee 15 —2.$A tzn,2S Plan Checking Fee $ !� S Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PLUMBING PERMIT Each Trap USEOFSTRUCTURE Solar or heat pump water heater SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping sPEcl>:v TYPE OF WORK Each gas wat Gas piping New ❑ Addition ❑ Remodel ❑ U6rmes ❑ instaktion ❑ Other ❑ Building sewe Describe Work: (►71/� [ _ Mobile Home PERMIT FEE $ ELECTRICAL PERMIT OOOV OR LESS Main Service xooA oR LEss Main Service — - Lo -A I 1 -5 Tg Fee 20.01 7.00 23.00 15.00 15.00 15.00 15.00 ( ud 20.00 ng Fee 2:11.00 23.00 46.00 3.50FT. .PERMIT FEE PAID $ �(� �. �S NEWi6 . 97.50 POWHR APPAMTUS a swGLE ourLET aR. Ex. Occup. oun.Er OR FIXTWUM '0 0 1.00 BAI. 0 .so Ex. Occup. -M sl i'L 5.00 SRA SRA$ Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wiring 23.00 SHERIFF $ PERMIT FEE 3 MECHANICAL PERMIT Filing Fee 20.00 OTHER $ Heating Cooling Hood . 6.50 $ Ventilation PERMIT FEE S Mobile Home Installation Fee s $ Energy Inspection Fee I $ OCC CONST. TYPE TOTAL FEE $ 2S AMOUNT RECEIVED $_ . �S HA7- - D. FEES IMP _ - FLOOD _ COF - PARCEL - PO HO 5S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work DATE RECEIVED. indicated above for which fees have been paid. ! By Date n PRE -INSPECTION REPORT _ OwNEF n LOCATION: CONTRACTOR ROftf Ff0detLO pRE-MpETION FOR V T 1 ► DATE TOINSPECTOIL- PERMHMORy:( )NONE Building Description: C,ommcrcialRlsa$c: ResideatiaW of Units Currently Occupied Abandone&V==t Electric: Yes 4 No Condition of Electric MU DING VW&Cf OWS IMPORT Electric currently On Off DATE: S-�Q `% ZONING: ��( FOLLOWS: Gss: Natural Propane None__ Cun=4 On Off Obvious Problems: Sanitstlon: Plumbing woridng - wtu Working Potable Water Obvious SewageProblems ACTION RECOMMENDED: LSSUE: A= HOLD FOR — Inspector: Sketch buildings on reverse and indicate location on proper COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION t_ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERiII, (fiev.l2/96) APPLICATION AND PERMIT�� ASSESSQRP cELNur -zOwN° - BUILDING PERMIT HJONE� SQ. FT. OCC. BUILDING VALUATION OWNmr. MAIUNG S C'f 00 CTORS NAME / TELEPHONE 107Z-S&Ff C0rM=TOR5 M&WNG ADDRESS_ f7 N- UI 121X //i c�ON LENDER LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING LOT NO. I SUBDIVISIONS NAME F,c� mnr USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPEC" TYPE OF WORK New ❑ Addition ❑yyRemodel ❑ Utirlties ❑ Installation ❑ Other ❑ Describe Work: / r r H DaM /.1 � S111f - .PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $ DATE RECEIVED. �" ai Fireplace Total Valuation $ Filing Fee Permit Fee ' ,s —2. $ Plan Checking Fee $ Energy Plan Checking Fee $ PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S • G I W PERMIT FEE $ ELECTRICAL PERMIT OOOV OR LESS Main Service . OR LESS Main Service 200A To 1006A NEW CONST. DWELLING OCCUP. OR ADDNS. & AOC. BLDS. 20 00 c� iling Fee 20-00 7.00 23.00 15.00 r� 15.00 15.00 15.00 ( c-0 @20.00 -Tg Fee 20.00 23.00 46.00 3.52Fr. @7.50 Ex. Occup. OUTLET OR FDRURES ens ® '.so Ex. Occup. ouriersEsiAPP o °FRa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.0°0 I Hood . I 1 6.501 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. -PETOTAL FEE $ 2-,c- K47- I D. FEES I IMP I FLOOD I CDF I PARCEL I PD I HO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do wodt indicated above for which tees have been paid. By Date COUNTY i -fl ' TTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -Lmy Center Drive Oroville, California 95965 • Telephone (530) 538-7541 ERMaT N( (Rev., 2/96) _ APPLICATION AND PERMIT �--��``� ASSESSORP C UMBER G ZONING BUILDING PERMIT -��b I % °N"E"TELEPHONE � SO. FT. OCC. BUILDING VALUATION . OWNggS ADDRES C7C l� rdd2 C°f l�C. c 75 c CO R5 NAME TELEPHONE rUCe 131-0 2 CO TORSOMAW j ( / C! / CONSTRUCTION LENDER C! /(�/_ LENDERS MryUNG ADDRESS Fireplace Total Valuation $ G ARCHRECr OR ENGINEER LICENSE NO. Filing Fee $ 2O.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee . $ GO BUILD oREss Plan CheckingFee $ AD .PERMIT FEE PAID SRA SHERIFF OTHER /�53 .6�zs AMOUNT RECEIVED DATE RECEIVED. Filing Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ng Fee 20.00 23.00 46.00 SCL 3.50 @7.50 Ex. Occup. OR FIXTURES 2u ra 1'00 . BA- a:50 Ex. Occup. M6 �a$2300 5.00 Energy Plan Checking Fee $ 23.00 Mobile Home Facilities 20.00 Misc. Wiring $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME - PARCEL MAP PLUMBING PERMIT USEOFSTRUCTURE ch Trap So or heat pump water heater SF ❑ Duplex ❑ Mobtlehome ❑ Other - Water ' Ing sPEctFlr Each as ter heater or vent TYPE OF WORK Gas pipingm 1 - 5 outlets New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer Describe Work: Work: �� Gi1e //lrCLlf��%�%I°%) Mobile Home S G W X 2-0 �l� CCllke_ (o GeC� PERMIT FEE $ ELECTRICAL PERMIT Main Service =OR LE55 200A OA LESS Mal Service ( ao*A To -*A 1 .PERMIT FEE PAID SRA SHERIFF OTHER /�53 .6�zs AMOUNT RECEIVED DATE RECEIVED. Filing Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ng Fee 20.00 23.00 46.00 SCL 3.50 @7.50 Ex. Occup. OR FIXTURES 2u ra 1'00 . BA- a:50 Ex. Occup. M6 �a$2300 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring . I PERMIT FEE 1 $ I \ MECHANICAL PERMIT I Filing Fee I 20.D0 0 Hood . 1 1 6.501 PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYFE TOTAL FEE$ MAZ I D. FEES IMP FLOOD COF I PARCEL I HD I =LIE This permit Is hereby issued under the applicable provisiors of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 9 M Building Permit Number: 0 3 2�2 Z Owner Name: ?Ilxf� Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: Es Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MIFire sprinklers are required in this structure. The following parcel map requirements shall be met: 1WAll structures anda ui ment including overhangs shall be clear of all easements. A setback ofCO 5om the side andM feett from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7,7A, 7B & 7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval ni^ 2011 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOTAUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREME,\TS OF APPLICABLE STATE LAWS AND REGULATIO;:S State of California Department of Housing and Community Developr:eit DM C AND rSARDS Byme0 -O / (sign ure) SPA N0. (?2 I J`"r [-For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors orfrom Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sK- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft, maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, -mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with -Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. te o Page 2 California 8/2001 56 i ma Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & 112nly r►yure c 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. Theuse of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state.c Page 3 California, t2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c 1 Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6% 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad rS AND Brackets to the re -cut boards or p with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. ` Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -B 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. D - o o �r ,v 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a c California x/2001 Vector Dynamics Metal Pier Installation For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive heAd. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 Vector Dynamics Foundation Systems Component Parts List Lrt' orrrres �. ° Vector System 2000 kz o 0 ® ® oo. Kit # 59018 �•-:'' a ... n -Yo Single piece pads with straps ® and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Vector System s _ Kit # 59007 _ - = 2U Part #'s included: 59275, 59282, 59276, 83044z & 10999 -------------------------------------------------------------------------------------------------------------- vo 0 0 0000�� Concrete Vector System Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) California 8/2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store ce �<ea�edl 55� ea•A a 01 C Zea 2x ROQVGQ\pe Sued e Q' Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to' AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. c Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link ® Y Slotted Bolt o 0 Part # 59282 Part # 59135 6.25" x 2.52" x 3" 3" x 5/8" Vector 2000 Tension Link ® Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) O Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 7B ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Californ Protecto-Strap Carriage Bolt wiNut & Washer Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" 1/2" X 2-1/2" as Strap Protectors Protecto-trap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" O PVC Adaptor Part # 59281 Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping rage t L.aiaornia FelFAROM Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS 5916 0 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' 59734 14' 59736 16' Frame Tie w/Hook o 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head 12" wide Black Paint: Part #59292 Part #59269 Galvanized: Part #59294 0 Drive Rods Part #59113 rage t L.aiaornia FelFAROM Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galy. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One 0000 Vector pad for concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed e B � California /2001 Vector Dynamics System for Concrete Applications - InstrUctions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2of2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2°. 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1..6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two \ i ,, ,l1 -: -,I \ ; . ; Vector pad for t s s1 ' de' • ' concrete Inside Tie Bracket r v' Concrete Compression 1 �:' footer boards U -bolt page 9 California 412001 V CD C) 0 7 tv WIND ZDNE I Vector Dynamics Systems Required y for Single Section Homes (Materials Required) e 1e se��ec o<on te%noa 1e f a �n 1a sp nai 9 tame° nstalla<i° - 'EXampsrtows gmust bet "o n ' ==- 1 an n. dation pad oun WIND ZONE I (not to scale) OD C) �2 sq. ft. pad 0 instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 " Anchor and stabilizer plate combination Each Vector Foundation System requires ¥ One Vector Kit, 2 slotted bolts V 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), '# 1 ea. 4 x 4 pressure treated wood compression member ¥ or 2 ea. 2 x 4 pressure treated wood compression member ¥ or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipecompression member V or 1 TDE adjustable steel strut v 0 C0 �4 '� IM a M V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ requires Home Length Vector Systems Anchors Required NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacN , C' must be consistent with home marwdacbsers' Ir taladon Per Side " Instruddons and/or state requtemertts. 0 to 72' ♦♦ \ WIND ZONE I compression strut Is 3,150 pounds per �'"� �'" 2, 3, the K2 Engineering test report. Soil Bearing Capacity: Vector Dynamics Systems Required Anchors Required': "V" Drive Anchor, Part Number 59269 4 1=1/4" frame ties w/4725 lbs. min. breaking strength. "V" ' \\\\ Single Section Homes member (center compression member only) ♦ ♦ ♦ Difficult Soil Conditions --' "�- _se6o o sY a nua19oideltnes I tat sPact�meof s at\at�o� n' to ` ' 1e of a en - EXampsh�Ws g us be to h ♦ I , ==----,\' tllustfatriasP3c% R' ads ♦. I \ FOD d - ,L';&, ��;.,� ; , - - , 3 \ I , ♦ ♦ \ � a ¢ � '. `"� �y�iu e T`�, , '3` r to li ,• , s �Y C � � ax.�YP•CD v 0 C0 �4 '� IM a M V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ requires Home Length Vector Systems Anchors Required NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacN must be consistent with home marwdacbsers' Ir taladon Per Side " Instruddons and/or state requtemertts. 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 4 1=1/4" frame ties w/4725 lbs. min. breaking strength. "V" When using Drive Anchors • or 1 TDE adjustable steel strut • "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V" Drive Anchor connections. Each a Vector Kit, 2 T Drive eYAnchors, 4 slotted bolts Required Per Side " • 2 ea. 1-1/4 In. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member only) • or 1 TDE adjustable steel strut • "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V" Drive Anchor connections. v O Metal Pier Sets ZONE I- "-' , I . , Vector Dynamics Systems Required - -- - ' for Single Section Homes Up to 72 ft. 1 (Materials Required) _ - - ; , - - I 10 ems. u1de11nes - - - -; se�t�e lot sY nual g of a 2 `a spa9 e°0S a11at�On a _ - - - - yarnP�e°Ws gens) be to Y\001 - � ' I EtaGon s acing m� and S93 , \ Fo\3ndallon pad I 1 ' tip. 00 N 0 0 W—, Pier &' - - - - - \ ( 34 N max• o c.tYP• Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1.1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 13 * Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN rucirn ewu+c ii CD 0 0 - Icy 1 ♦ WIND ZDNE I -- -" onhpmems. �dePes `♦. -' Vector Dynamics Systems Required - _ _ -'' a°ub�e `o vec, boy R`anuat 9u for Double Section Homes - - _ - - ' " " of a era, sPa ome ►nstaxxa (Materials Requiredl-'""" XS. ,,,OWs9eustbe�Oh Naas ak a spac�n9 m _ l F _ 1 ♦ I ♦ tr \� ; � � . Rte'° _ - ' \ 1 t VIP ♦ i� lam. ♦ \ .. �� 'rte � y .� i% i ♦ ♦ 1 Maximum allowable working drag load , for the Vector System with the steel _ compression strut Is 3,150 pounds per ♦ 1 Z + "* - - ' NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. ;{ " is practicable along the length of the home. Wer spacing must be consisted with home manufactusers' installation inmuctions andfor state n*hemertts. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum IA11KI1AIn 7/IAIC �,T Anchors Required: None (marriage wall anchors may be required by home manufacturer) \2 sq. ft. pad/ Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut w N O O 2 WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Sail Bearing Capacity: 1,000 PSF minimum I u i re d , , _ ' - Vor s I , _ Vi 5� hep\O Manu 1. �9t, g�fa\ sp-%\0\4s akuskoe to nom. insia\\a\ion amp and \ ` Foundation PadsY \ i WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pier spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut N Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pier spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut N V cn CD Cn n N 0 3 N ♦ .2-114'A co N O C? 9 sq. ft. pad NOTE: withavesrthaiexceeexceed WIND ZONE II (not to scale) Home Length Vector Systems Anchors Required Required Eaves 6" Eaves over 6" or less less than or equal to H m 6 riches 0 to 48' 4 in Zone 2, two additional frame 5 49' to 60" tie anchors with stabilizer plates ' ' 6 (one anchor and one plate per � ,• tt WIND ZONE II (Hurricane) side must be installed in additon 73" to 84' 7 I . Vector D namics Systems Required y 85' to 90' in the chart below. 1 • for Single Section Homes , - -; ": - - - " - for the Vector System with the steel , , _ , (Materials Re uired} _ - _ - 1e SeCtteG pf sl 00 � compression strut is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum ° {2�2fatSPginge°%osaot%onn` Anchors Required': 30" with 4" helix anchor (59095), 1e enef to h°m EaaoPsacngrnustiae I`c_----T\'' Maas and sP - �� `♦I♦ I ` . I C dalto , , ♦ , \ f °Un _--"�_'" _ d � .q ♦ ♦ I , ♦ ♦ \ - - ' - ^�' �a:. "� � '�� .fid �� ,5..g ♦ .2-114'A co N O C? 9 sq. ft. pad NOTE: withavesrthaiexceeexceed WIND ZONE II (not to scale) Home Length Vector Systems Anchors Required Required Eaves 6" Eaves over 6" or less less than or equal to H m 6 riches 0 to 48' 4 in Zone 2, two additional frame 5 49' to 60" tie anchors with stabilizer plates ' ' 6 (one anchor and one plate per � ,• tt 6 side must be installed in additon 73" to 84' 7 to the number of anchors listed -- • 85' to 90' in the chart below. 8 • Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 4B compression strut is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector- Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression mamba � r • or 1 TDE adjustable 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 S 85' to 90' 8 8 9 steel Strut WIND ZONE II Vector Dynamics Systems Required _ - ��r�pn hpmtems; 9�ide�ines for Double Section Homes _ - - ' - " y bke se vectof rnanoa - (Materials Required) --''_e Of alne(a% phoneJosta�tatfOn ''" ; ,♦ i �Xamp1shoWs g est be to , " _ _ , ` ♦ ♦ . ` 1 owast and s un ds Paotn9 _ , ♦♦ dation Pa - , F , I 1 ♦• 'r"" �"gip �;: i9 ♦v-'' I NOTE: Vector Systems should be spaced as evenly as Is pral the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirementE WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0to48' CD Maximum allowable working drag load -L for the Vector System with the steel rn compression strut Is 3,150 pounds per 6 the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is pral the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirementE WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut m c>� CD v C7 N O N Co N O O WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 oSPa stems,\de\fines• ♦ I \ _ . ' ' ge9\�pvectot sYmanual 9 ` `\ t\on 1 \ - \B o1 sPac1n98 lost10 a\\a . - I ` ♦ \ 1 ♦ n show s must be to _ ♦ I ` \ . ♦ `' dation Pads \ 1 ♦ y 1 • FoUn \ \. WP .W, i -sq i. ♦ 1 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pler spacing must be consistent with the home Installation manual. 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum Home Length Vector Systems Required *Anchors r Side Required Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: *Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite, and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California 001 m RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 10 -Sep -2003 2003-0062878 Has not been compared with original BUTTE COUNTY'RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with. California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. KENNETH P. GENGLER AND ELIZABETH ANN GENGLER REAL PROPERTY OWNEWLESSOR 6425 GROVE COURT MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMrf and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2622 530 538-7541 BUII.D G PERMIT NO. TELEPHONE NUMBER TURF OF LOCAL AGENCY OFFICIAL DATE .. NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FARWEST HOMES 1980 FARWEST HOMES MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER 2666 60'X48' 178129/30 SERIAL NUMBERS) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY t rarer DESCRIPTIOwr ASSESSOR'S PARCEL NUMBER AP # 065-370-049 SEE ATTACHED ^-' - HCD FORM 433(A) REV. 8/91 93-37576 _.......... .____._.__�..._.��.___ ORDER NO. BU -136569-2 FA DESCRIPTION 1• ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 268, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA DEL ORC; ESTATES UNIT NO. 41t, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 29, 1969, IN BOOK 35 OF MAPS, AT PAGE(S) 48, 49, AND 50. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF THE SAID. LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS, THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS, OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, OFFICIAL RECORDS. END OF DOCUMENT o' :� trt' _ ..�+, rX -`sf, - •" �i,t� Q0-� Cu,'- ;eF'..�. -.1 ✓ t ,� r,<i „4'FF �'i ' x> ''T�u a �,�' �, ,.� y -->.,r, 1Jau-lr• e„i W3T .-yS"fl'. a k yp v �. t ,, s y r�S tr. ^ty' ..k �y{W',• � ,. � _ ;�, � � •h ,P .Ii � it .N ' � y. c1 ; , _. T � �, U,. c, S �� s b. F SYSTOUNDA�TIUNs�.. µ - `` 4 �CERTIFICATEF '�OO C�CUP, NCY, BUILDING PERMIT NUMBER:03-2622 Address or location of unit:6425 GROVE COURT, MAGALIA CA 95954 Legal Description of Real Property: AP # 065-370-049 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: KENNETH P. GENGLER AND ELIZABETH ANN GENGLER Owner's address: 6425 GROVE COURT, MAGALIA CA 95954 INSIGNIA OR HUD NUMBER: 178129/30 SERIAL NUMBER OR V.I.N.:A/B 2666 MANUFACTURER'S NAME:FARWEST HOMES YEAR:1980 OFFICIAL APPROVING INSTALLATION: _Ll�� DATE: �?_ q-6,3 PHONE: (530) 538-7541 H.C.D. 513C 08/Z0/00 15:08 FAX $TATE OF CALIFORNIA • BUSINESS, TRANSPORTATION AND MOUSING AGENCY GRAY DAVIS, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT )SING 9 Division of Coder, and Standards W Title Search Date Printcd : 07/30/2003 Decal #: AAS1821 Use Code: SFD Manufacturer: FARWEST HOMES Original Price Code: AHX m Tradenae: FAR WEST Rating Year: 1980 Model: FAR WEST Tax Type: ILT Manufactured Date: 00/00/1980 Last)(LT Amount: $29.00 Registration Exp: 02/28/2004 Date ILT Fee Paid: 01/15/1003 First Sold On: oo/00/1980 ILT Exemption: NONE Serial Number HUD Label / Insignia Length Width A2666 178129 60' 24' B26(6 178130 60' 24' Record Conditions: PPF Exempt Registered Owner: KL NL•'T14 P GENGLER ELIZABETH ANN GENGLLR (Tenants in Common Or) 6425 GROVE CT MAGALIA, CA 95954 Last Title Date: 10/18/1993 Last Reg Card: 01/17/2003 Sale/Transfer Info: Price $29,000,00 Transferred on 08/27/1984 Situs Address: 6425 GROVE CT MAGALIA, CA 95954-9312 Situs County; BUTTE Legal Owner: FIRST INTERSTATE BANK 1200 W 7TH ST PO BX 60759 LOS ANGELES, CA 90060-0759 Lien perfected On: 09/07/1993 13:48:00 Inactive Decal/DW: DMV ST6310 Title Searches: B1DWELL TITLE. 500 WALL ST P0BOX 5173 CHTCO, CA 95927 Title File No: 211433 -IPC * * * END OF TITLE SEARCH * * * 08!23/03 10:52 FAX ® CHICO OROVgT. LE ® 500 Wall St. 1835 Robinson St. PO Box 5173 PO Box 811 a Chico, CA 95927 9 Oroville, CA 95965 (530)894-2612 (530)533-2414 FAX (530) 894-0713 FAX (5 30) 533-1589 Since 1913 August 22, 2003 • Cotuity of Butte c!o Bruce Broderick Construction • FAX 873-5091 • • Attn: Eileen � 043 ]MRA DISE GIUDLEY 7126A Skyvmy 560 Kentucky PO Box 490 PO Box 949 Paradise, CA 95967 Gridley, CA. 95948 (530) 877-6262 (530) 546-4005 FAX (530) 872-5129 FAX (530) 846-0584 Escrow #211433-003 3PC Property Address: 6425 Grove Court Magalia, CA 95954 Decal #AAS 1821 To Whom it May Concern; Bidwell Title & Escrow Company will be paying off Conseco Finance, formerly First Interstate Bank, at close of the above referenced escrow. Sincerely, jet ,TP" Clark Escrow Officer 7126A Skyway PO Box 490 Paradise, CA 95967 Phonc; • (530) 877-6262 + Fax: (530) 872-5125 Maheu (�.. 0711 7N1q 09/20/03 15:08 FAX Z002 ',- ..AfCC• am do OY ma VALM TM 83-31S16 FZV*w Ift 130WA tWn No. NMEN RECORDED MAIL TO: 93-0,37.576, o live Voe 8.00 " 1 tL'NvCM 8.00. Kenneth P. Aecorded I Elizabeth Ann les Offaceel Aeeerds 1 County of 1 65,425 Oro" COun 8vtte 1 MagaAa, Ca SM4 Candace J. Orubbe 1 Recorder 1 enOOa■ 3-tlete-9d I 19VTC Vm MAIL TAX STATFMENTS T0: DOCUMENTARY TRANSFER TAX Sall.- SAME AS ABOVE �i C�+M4 aw n t e9w+euolel, o .Yw a* pooatt cve.srefi ol► Csqua,O en IM ntnaee,ae9n o nwe erw 9e1a a • UA Baa j w+�rbYlp r �++e m ew. I► OQS•J70-049-000 _ 1"O.o ,¢nrler4 tl arf A anfnr As --le ae e+ltlw,r. Of oftaw of AQW Oatem*vq taw - pa. Nfrvr ' GRANT DEED I FOR A VALUABLE CONSIDERATION, rooelnt of whtt h Is hereby edalordedg K i KENNETH P. GENGLER AND ELIZABETH A GENGLEp. HUSBAND AND WIFE hafetyORA Mi to Kenneth P. Gongler and EIIZabeth Ann Gengler, husband and wife as Joint Tenants the real properly in the UNINCORPORATED AREA cow"°J Butte 'THIS CONVEYANCE CHANGES THE MANNER IN WHICH TITLE • IS HELD, GRANTORS(S) AND GRANTEE(S) REMAIN THE SAME AND CONTINUE TO BOLD THE SAME PROPORTIONATE INTEREST. R &T 11911.1 SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF I O�t%IWIYfi NOrRlli�IIVCES4E 4J0440�w d Dated Aupusc.2.4 Toga STATE QF OILIFORMA } COuNTV or 167M )s` On AJ=ST 26 1993 oebe m. PRA -Wq Ir. dal.fOitD oeraoar9ry umarod !� 6i.L4A81iZe A. CIiIiCLSDt oweenalry Mown to ma Io Dtv+ed to mo on Ito eeeb el wilfadwy "de"al l9 be the 17er MI) WhOW aanwla! W4(0 awburlpee 10 tM lKhA tmInimont erd 4010"10" to — that he/she" eaewaed Ino Mme 1n hbAwlthelr eelhertzed aeoeetyWesl. ant Ihal W R"&U 9tr akmtv") tm the hntneatel IAA tmntonpl or the ar" upon bohet al 1Mkh loe NMWHel ad" 9gwA91 010 tnitrwngpl. WITNESS My UN end eiewal aeeL .ie 2.201MIMpr FRANCES E.� ALFW Am rim cMwT ,.08/20/03 15:08 FAX Z003 I 93-37576 ORDER NO. DU -136569-z FA DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: IAT 268, AS SIIOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA DFL ORO ESTATES UNIT NO. 4p, WHICH MAP WAS RECORDED IN THE OFYIC9 OY 194E RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTENDER 29, 1969, IN BOOK 35 OF MAPS, AT PAGE(S) 40, 49, AND 50. EXCEPTING THZREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE 07!TIM SAID LAUD WM9! THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT WING -AGREED AND UNABRSTOOD THAT IN ALL MINING OPERATIONS, THE SURFACE OF SAID LAND WILL BE PROTECTED AGA;NsT DAMAGE AND THAT ALL SUCH MINING SMALL BE CA'RRIBD ON FROM TUNNELS, SHAFTS, _ OR DRIFTS HAVING THEIR, ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ADOV$ DZSCRIDUD REALTY, ALL AS EXCEPCED AND RESERVED IN TUE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STOATS, ET UX, RECORORD SEPTEMBER 4, 1947, IN BOOP( 433, PACE 165, OFFICIAL RECORDS. END OF DOCUMENT 4 . . RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2003-006Z8�8 Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 CountyBUTTEOf OROVILLE BUTTE CA 95965 I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathy 12:59PM 10 -Sep -2003 I Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. KENNETH P. GENGLER AND ELIZABETH ANN GENGLER REAL PROPERTY OWNERILESSOR 6425 GROVE COURT MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2622 530 538-7541 BUILD G PERMIT NO. TELEPHONE NUMBER cl-6 TURF OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FARWEST HOMES 1980 FARWEST HOMES MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER AM 2666 60'x48' 178129/30 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 065-370-049 HCD FORM 433(A) REV. 8/91 WHITE- County Recorder CANARY - HCD PINK - Applicant GOLDENROD. Building Dept. 93-37576 Z ORDER NO. BU -136569-2 FA DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE. STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 268, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA DEL ORU ESTATES UNIT NO. 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 29, 1969, IN BOOK 35 OF MAPS, AT PAGE(S) 48, 49, AND 50. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF THE SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS, THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS, OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, OFFICIAL RECORDS. END OF DOCUMENT "ryy�rl7i' ? 0.59''W'��I Yrs ^has?" °�1 • �v 51i lml l nn •!. �,1 J ! . �'.\J . n t �.- i } ;•iY �.. 1��. �L .tai. 1�•. � Y:' t•.t �' ...., 4- .If �� . � •�` .'S . ..Af. 5808-80B,E PERMIT NO. I 1 PERMIT EXPIRES— OWNER XPIRES OWNER William Hall s Don Darby, Magalia CONTR. 65-37-49 ASSESSOR PARCEL LOCATION.' 15 Grove Ct., lot 268, SDO#4, Maga. 6 T a t 1 Y t' Vt Y a •1 >i t; Temp. Power Pole t Called PG&E Temp. Elea Servic Called PG&E. Temp. Gas Service C lied PG&E_ B FlNALED (Date) �Z �30 Signature 0 J=OK 0 = Not OK = Not Applicable MOBILEHOMES = Npt Ready a MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location-Test7-Fall-C/0-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 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except q's 1, Setbacks -Easements Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK O = Not OK • ( - = Not Rdle It. (Singke and Duplex) � y = Not Ready . Date U RFLOOR Plans' OK except N's Date FRAMING Continued - . 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ft Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. g., Garage; Soils -Steel- /" Ftg. Depth 50. Stairs; idth-Headroom-RisQ-,Run-Landing-Fire Protection 4. Ftg., Porches & Decks; Soils -Steel= / /" Ftg. Depth 51. Plybffd on Roof Overhari -`Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer' emwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh-Drip'Screed-Fdn. Vents-Underflr. Access 7. 8. Piers -Fireplace Ftg.-Steel D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; `Clea ance-Material-Support-Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI ,l Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Ca d - Date Card -BI Date Date FINAL (Plans) OK except p's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -Bl Date t Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Qucts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. 25. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen &Conductor Size 72. Insulation-Foam=Looked in Attic E) Yes Guard Rails & Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes 0 N 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; lanters ❑Yes 0 N 28. Service -Riser Conductors & Ground -Main Disconnect 76. -P Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof: Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date y -h -3 Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except q's 83. Corrections from Previous Inspections 84. 85. Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 31. A.C. Ducts; Insulation & Support 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86, Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING ans) OK except q's 36. Si Pr er Material & Anchors 37. Wal tuds-Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing _ 39. Draft Stop in Walls (rat proof) _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Ritr. Ties- Purlin -Roof Brac.-Truss-Shthng.-Rfng. _ Fireplace Ties or Type A Flue -Fireplace Throat 45.Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47, Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE; DEPARTMENT OF PUBLIC WORKS ��jjERMIT NO 1 7 JCounty Centy Drive - Oroville, California 95965 - Telephone 916/534-4 _�/� OPLICAT40N AND PERMIT t O uuyy ASSESSOR PARCEL NU pp�R �'— —7- ZO ING `� T� BUILDING PERMIT OWN R fl��t {�"M t,.t.. TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER' MAILING CONTRACTOR'S NA ETE EPHONE V 7 N3 7 CONTRACTOR'S MikILING ADDRESS tl CONS RUC TION LENDER UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING LING ADDRESS Permit Fee $ ARCHITECT ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS v� PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO. �,w SUBDIVISION NAME 0 � PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other '?"1 . 82 AC -46R_ SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New V_ Addition❑ Remodel❑ Utilities❑ InstallationC Other F-1 Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee /0.00 Main service 100 AMP V OR ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLINGg OR ADDNS. ACC. BLDG 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty p y (check one): of perjury ) I am licensed under provisions of Chapt. 9, Div. 3 of the BuSlness and Professions Code and my license is in full force and effect. ` 'y /� % f License No. 3 / Z / T C 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 NEW CON5TR u TI.OUr T NON-RESID BRANCH CIRC ITs 2.50 ea NEW CONSTR. (POWER APPARATUS &) NON-RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 50@25¢ BAL�10C FIXED APP LNS. OR Ex. Occup. (RESID.I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor COQ &VC% MECHAN CAL PERMIT Filing Fee 3.00 WORKMEN'S COMPENSATION INSURANCE 1 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. ❑ 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. Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgme costs, x nses which may in any way accrue against s7.Z/ 2urt n c nseque ce o t granting of this permit. X Date /� —P2 Signature of Applicant — Owner Con actor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ occuP. GROUP I TYPE OF CONST. PARCEL PD HD ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS DateaE-D.P.W., lir Z6 rCion,of eipt No. VV3o + YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT NO. 1920-80B ~ PERMIT EXPIRES OWNER Bill Hall CONTR. owner LOCATION (A -P. 63 37 49 ) 15 Grove Ct., lot 268, SDO#4, Magalia 4 ( ttj F i Q x y`t Temp. Power Pole Called PG&E Temp. Elec dServ. Called�G&E Temp. Gas Serv. Cal6ed PG&E v, JOB FI ALE D i, (Date) (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ' BUILDING INSPECTION RECORD BkJILDING ' BUILDING (Cont'd) `PLUMBING Setback Firewall Soil Plpin Forms ' Parapets 1st Floor,_ Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Sidina To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwall -Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov, forph sically handica ed Conformance of ex. structure Appliances Gas Pipinq & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES - - - - - - - - - - - - - - - - - - Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OB16EIJOME INSTALLATION --- - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE// REMARKS OR CORRECTIONS tP — (NOTE: An entry must be made on this form each time you vislt the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS Tele hoi'fe: 534-4541 j / 7 County Center Drive �� •Or.�,ville, California 95965 �-�q-6 APPLICATION AND PERMIT (/ BUILDING Owner vL SO. FT OCC. BUILDING VALUATION ZZ Z Mai I Ing Address UC G�/ n Telephone No. Contractor Mailing Address Fireplace Total Valuation LZI Telephone No. Permit Fee Building Address p E �� / Plan Checking Fee &/or Penalty ZZi $ Permit Fee Z PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each TraD 1.50 A Repair drainage or vent piping 1.50 A. P. No. — �� AA Zoning $ f lonning Water piping 1.50 Each gas water heater or vent 1.50 FeVJ Y✓C.Sa ' Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EOA Parking Parcel Plans Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd Parcel Approval Plans Approv wn sprinkler system 2.00 NEW ADDITION UTILITIES ❑ OTHER ❑ Permit Fee $ o� ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service O 100VAERMPs0ov OR LESS 25.00 Main service// EA. ADD'L 100 AMP 1.00 NEW CONS.DWELING OR AODNST % ACCLBLDGS,Ccup- 1) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: %� NEW CONSTR BRANCH CIRCUITS) NON-RESID BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. Ex. OccuD{OUTLETS OR FIXTIIRES) a @L 2@510 Ex. CCU FIXED APPLNS. OR O p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ 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 County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature 11f Permitee or Agent Receipt Na �� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Land Development Fee $ TOTAL PERMIT FEE $ 7 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI TORO UBLIC WORKS BY Date �V Building permit expires Date— 4's's `PERMIT NO. 3985-79PT,,E PERMIT EXPIRES 7l�os y OWNER William C.Hall CONTR. Phil Moore Const., Magal;a LOCATION (A.P. 65-37-49 f ) 15 Grove Ct., lot 268, SDO#4, Magalia k d.. y., . t _ r Temp. Powe/Pole . Calle PG&E— Temp. E ,ec. Serv. Q 9L Cab ed PG&E Temp. Gas Serv. ailed PG&E OB _ FINALED (Date) (Signatur Ffinish I D isder round I" erior Lath entilation ennanent boor Closer anal final MOBILEHOMEU ILI IES ------------------ Elec. Servick Elec. Pedestal Water Piping Sewer Ilt Gas Piping E OME IpIVALLALI.ON - - - - - - - - - - - - -Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS a - 4 4 //JV 0 ✓1-a' c� c�-6t," (NOTE: An entry must be made on this form each time you visit the job site.) r. COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS - BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING SA4back F wall Sol Piping Forks Z Par ets 1s Floor Ma Bldg. Rest om Finish _ 2nd Xloor Foliltings Windo 3rd F or Ste all Siding To out Slab N Roof Sheallbing Water PI i Piers V Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwal l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Slab Prov. for physical) handica ed Conformance of ex. y structure Final Appliances Gas Piping 8 Test Temp. Gas Sanitation Patio IRE! CE Final Footin s Footing E ECTRIC L Masonry Walls Throat N Rough Relnf. Stee Final Fixtures Bond Beaaf FIRE SPRINKLEF& Motors Framing Test Water Htr. " Stucco Final Subpanels/ Mesh MECHANICAL Grd. Fa t Prot. Scr ch Heat Servlc B wn Co ng Tejo. Pole Ffinish I D isder round I" erior Lath entilation ennanent boor Closer anal final MOBILEHOMEU ILI IES ------------------ Elec. Servick Elec. Pedestal Water Piping Sewer Ilt Gas Piping E OME IpIVALLALI.ON - - - - - - - - - - - - -Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS a - 4 4 //JV 0 ✓1-a' c� c�-6t," (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5. under permit number Q for the following location: Owner Owner's Address Mobilehome Mfg. Model Year Insignia No. :i Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date—,By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED ' White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 T 7 County Center Drive, Oroville — Phone 534-4541 +j Skgway and Elliott Road, Paradise — Phone 8773435 C ORRE CT ION NIOTICE BUILDING OR PROPERTY ADDRESS 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. %C %O Inspector Date MOBILEHOME INSTALLATION'INSPECTION CHECK LIST. 1.- Is the mobilehome Tocated w' h required separation from lot lines and buildings and generally conform to plot plan? Yes No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No 3. Are footings and supports properly sized, spaced, and braced as er approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes o_ 4. Is the mobilehome level? (Sec, 5088).Y s No 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes \N0� 6. Water A. Is ,f exible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566)' Yes Kf, ` No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yas� No C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes>- No_ B. Does it have minimum" per foot slope and is it properly supported? Yes—yNo C. Are any leaks detected in drainage system after running 3- allons of water through each fixture including washing machine standpipe? Yes No D. If coach is not Stat of California appy ed, does stat on have required trap and vent? Yes® No 8. Gas Piping and Gas Vents A. Connector - Is mobilehom connected o the gas supply with an approved 3/4" minimum mobilehome connector not ore than ft. long? Note: All piping is to be at least as large as the mobilehome ga line i• et without reductions other than the mobilehome connector, Yes No B. Test OK as per following proce re? Yes_ No 1, Open all appliance connect valves. 2. Shut off appliance burnel/ and pilot valves. 3. Air test with manome 6oz,-maximum 8 oz,) drop. 4. Connect gas meter soapy water. (to 10"4" water column, or test with slope gauge (minimum ibrated i tenth pound increments. Test for 10 min, without mobilehome wikh connector, turn on gas, test connections with C. Are all appliance ver�Es properly installkd? Yes_ No. .9. Electrical A. Is service large enough to provide adequate amperage -to mobile�iome✓ (must equal .ming of mobilehome with a minimum f 100 amp):and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes; No B. Is there proper clearances around panels? YesNo Is power supply cord or feeder assembly properly fused? Yes_ No— s 0continuity oscontinuity test satisfactory as per the following procedure? Yes_ No 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument.to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding,, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly, conductors shall be connected to thelsite service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved for energizing, 10..Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA�- manufacturer and/or Namestyle Length Cd Width Vehicle Serial No. Q Z State Identification No. Additional Information or Comments: r COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orbville, California 95965 Tel ;phone: 534-4541 APPLICATION AND PERMIT 39�s j authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X X -1-4d. ZZ- SZa e� Date Z Z —7 X -1-4d. Signature of Permitee or Agent Receipt No. �s-o76 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date—'k��?y 7 Building permit expires Date ?�—� BUILDING Owner4_SQ. L� I FT. OCC. BUILDING L TION Mai I i ng Address Telephone No. Contractor P41 L 2C S T_P,04T Mailing Address 6kv Fireplace Total Valuation e Telephone No. Permit Fee Building Address _ Plan Checking Fee Vor Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 p d Each Trap 1.50 D U -A) l )L_D ^ Repair drainage or vent piping 1.50 // A. P. No. S - � -� "i pD IIZoning &Planning Water piping 1.50 .00 Each gas water heater or vent 1.50 F S i Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Parcel Plans Declaration Parcel Map R/W Improveme is Each additional outlet .30 Building sewer 5.00 f3 g. Plans Rec'd I Parcel A ,oval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ 0� ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 , p0 500V OR L Main service ESS 10o AMP LESS 5.00 ;QO Single Family Du lex Mobil Home Others ❑ P ❑ ❑ Main service EA. ADD'too AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. ( ACCLBL GSCCUP. B\ 22 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: , nn 44O -V Ae,6� C,9 A) ii�UO mid � NEW CONSTR BRANCH CIRCUITS) NON.CONS (BRANCH CIRCUITS 2.50ea NEWCONSTR. POWER APPARATUS B NON .RESID. (SINGLE OUTLET CIR. Ex. OCCUP(OUTLETS OR FIXTURES 5BALL @1 Ex. Occup ( FIXED APPLNS. OR OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Sip p License No. 7- �loCi,� Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. rI have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 Land Development Fee $ to TOTAL PERMIT FEE $ %ul authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X X -1-4d. ZZ- SZa e� Date Z Z —7 X -1-4d. Signature of Permitee or Agent Receipt No. �s-o76 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date—'k��?y 7 Building permit expires Date ?�—� COUITY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 O�6Gz Telep4iorie' 534-4541 APPLICATION AND PERMIT ,�6 -2 -ZO -1V authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date' d Signature of Permitee or Agent CIReceipt No. 2 White-D.P.W. - Yellow -Assessor - Pin -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date/� Building permit expires Date l 3u—d' BUILDING Owner ' IIf�M SQ. FT, OCC. BUILDING VA4JATION Mai I i ng Address Telephone No. Contractor kg ty Mailing Address V Q Fireplace Total Valuation G �lephon`33 Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 I/' Repair drainage or vent piping 1.50 A. P. No. - oning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F64s- S2mta n Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plan5le'c'd Parcel rovals Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER D-' Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORSLESS 5.00 ry Single Family ❑ Duplex ❑ Mobil Home lel Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. OR ADONS. ACCLBLDGSNG CCUP. Y) 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name Style Of: NEW CONSTR BRANCH CIRCUITS) NON.RESID (MUL BRANCH CIRCUITS Z.50ea NEW CONSTR. /POWER APPARATUS B NON.RESID, \SINGLE OUTLET :IR, Ex. Occup{OUTLETS OR FIXTURESLBALFIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA)Temporary service Mobile Home Facilities License No.;�Z_rj�3 Classification Misc. Wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wo men's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date' d Signature of Permitee or Agent CIReceipt No. 2 White-D.P.W. - Yellow -Assessor - Pin -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date/� Building permit expires Date l 3u—d' 88.51 All 00 / exio O� 5 rORAGE 1 MA5 TER _ "A5 rE / ' ' BEDROOM BA rH FV I I � I � SLOPE I I FAMILY BEDROOM I � j v I w a 5L OPE o BATH k w 0 - --------- uriLlrY_��i� F ra � I I � KITCHEN I i �5LOPE—' 4 p FRONT ENTRY I I \ \ LIVING I \ I � \ SLOPE \ I \ I \ I , O � \ 1 1 \ O"N5R; 6ERR)'ANV COLLEEN &ENGLER 142.E 6ROVE C 7- MA&ALIA CA. 93934 CON TAC T • BRUCE BROL7ER/GK 73-505q 16'X24' EXI6 rING GARAGE L--- z ---- m 0 10 OR/&lNAL OkYNER., 6ERR),"AND COLLEEN 6EN&LER 6425 &ROVE G T. N114 6L lA GA, g5g54 CON TAC T.• BRUCE BRODERICK 6 73-50'9 A # 65-370-04q APPROVED Buunt�ee County md"nthl Health 6RAPHIG 5GALE ORI6INAL 5GAL 5:• 111=1011011 I "00DEN.4YYN/N6 FOR FRONT OF NOME OVER EX16 TING DFGK SND 145T.4L AkYN/N6 OVFR FX/5l/N6 B�4GK DFGK (555 ATTr4GHFD 5FA PLAN) OPYN5R.- C75RR),`ANL7CO1-1-55N &5N&1 -5R 6425 &RO V5 C T MA&AL.IA CA, 95954 CON TAC T.- BRUCE BRODERICK e 7g -505q Ap#b5-g7o-04q GRAPHIC 6CAI-5 OR161NAL 6CAI- 5: 1// =10„ 0 0-3- Z 2 Mj tr PERMA NEN T FOUNDA TION FOR EX16 TIN& MOB11. 5 1 1 � l 'l, •I � J `Ili �- S 1 :, ��-.,4 � 1.:� i.: I - � ,1 I 11` I r IT. jl la1 u i I l l r E l 1, i1� l ��I )1 4 l 141 IT T1 o 1 I 1. �I I l I 'I 1 lTl off �� l iti IT "j, I� 1, 1, i'lill I", � " , i'lift'i III, � 'Ili I I ", , I "", , . , , , " - , I --1 "' T11.1i 1, Tiil,tl�!l 1""73 1"1 T I'I'T, I,I I�`, I ""'i i"', IT;, IT 1, 'ril W I I - ill li, " , , . 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