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HomeMy WebLinkAbout058-520-042N CONSTRUCTEDG,W/o PERMITS 2/25/86 t / ..u�V — .,..--�.-ra,�.•-- r — - �� .. - - • 58--��-42 JAMES A. MOAK (� 4394 Big Bend Rd., Oroville_ 1,1.,.', -(const.- dwelling & it _ 0158. ,f 2/25/86) AG02-218 FDELTON 0-042 & SHIRLEY GILLMANIN CT., OROVILLE "_`. , _i+W 1. s... ,.+ _ '.i' ".�.!}:. i ...r...'•- ami .�r i1..,•. -y.� i 1 O, Fc. NIS'pri.dirt rd.,app.200 W.of Bi • Rd., app.3/10 mi.SE of Pulga Rd., Oro. Permit #k 8 1-78P,E( til.,MH) ELEC . 9• • GAS SUPPORT 3R CTURE REQ. -1/vV COMPACTION TEST REQ. �' I& L (James Moak)! r Contr: Paradise ModuOar Conce is Permit..�#6-63-6-_78MH1 7{'i�lje� ;7 Issued J� —02©-- -% 058-52-0-042 92-4224 BVE ; MOAK, James ^� 4 To Ct, Oroville garage, ramada, cabana/mh / 058-520-042 02-30 GILLMAN, DELTON & SHI ALED 4 TOBIN CT., OROVILLE Q CONT: BRUCE BRODERIC EX MH PERM FND EX SITE 0 AG. BLDG. (12 X 2 ) 0 Q _ rC2 (CS:x NOTES RESIDENTIAL PERMIT NO.058-520-042 02-3082 ' , ,..,_ GILLMAN; DELTON & SHIRLEY 4 TOBIN CT., OROVILLE CONT: BRUCE BRODERICK ( EX MH PERM FND EX SITE r I 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 2-42 !&Z -f J=OK 0 = Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 2. Soils; Special MH Support Sketch 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete Health Department Approval 4. Water; Location -Test -Easement Needed (Sketch) . 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 11. Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 12. Braced Wall Panels 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Date 1. Setbacks -Easements Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size-Spacirig-Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6.. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements mgs; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 0 -'Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License becals 11. Verify #'s with Office Date. - d B-1 Date Card B-1 Date Card B-1 Date Card B-1 1/4 �Li�,�3�� MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 5. 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 6. Carports; Windows -Doors Health Department Approval 7. Electric 11. Light Niche 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Enclosure; Fencing -Alarms 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 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 -GF] 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- Bloc kouts-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/0 -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 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 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 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 59. Glazing Area -Glass Protection -Skylights -Plastic 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 62. Insulation -Walls -Ceilings 22. Gas Pipe; Sixe & Anchors Date 23. Fire Sprinkler; Test Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date 64. Ext. Steps -Door & Sidelight Protection -Landings 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 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 72. Elec. Outlets at Wood Panel, Int. & Ext. 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 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 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 Clearance Looked under Floor O Yes 35. Smoke Detector 84. Stucco Brown -Finish r Date Card B-1 Date Card B-1 Date 87. Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 89. Ventilation Throughout House 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 92. Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade 93. Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 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 O Yes 83. Following Instld./Drive ❑ Yes ❑ No/Walks 0 Yes Cl No/Planters 0 Yes 0 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) 538-754;�aj (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 60 . OWNERS MAILING ADDRE S CONTRACTOR'S NAME TELEPHONE 7-64-22 CONTRACTORS MAILING ADDRESS P-0 BOX 22-2-31� PARADISE. CA 95968 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 35 640.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 323.50/2 $ 161.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4 TOBIN Cr., OROVTTJ.E Energy Plan Checking Fee $ $ PERMIT FEE $204.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY__ Solar or heat pump water heater 23.00 Water piping 15.00 L5. QQ Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EX 114 PERM EM EX SITE Gas piping system 1 - 5 outlets 15.00 L5. 00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50, QQ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 21OA 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 i full force and effect. / License Class � Lic. No. J(O0'// 7// � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. OR ADDNS. ( a ACC, BLDS. s0 3.50FT. ,�µR SID. MULTI.O CIRCUITS @7,50 POWER APPARATUS a SINGLE. r. C IR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 FI APPLNS. OR Ex. Occup. ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pre Ii.1SDect ion 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.) 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 orthwith comply ith tho provisions. y X Date ! 7/ Signature o Applica ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" d ep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ HAZ IMP FLOOD CDF I PARCEL I eg I HD I ISS 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 e I.W97- PERMIT EXPIRES ONrte ate ReceiptNo. WHITE-D.D.S.-B. D.NAR - SS PINK -INSPECTOR GOLDENROD -APPLICANT �,.• r� �� ut..�tw�..�rs71►r'aH7:4►w1'1�i^r+r 7+v^eT-�+•-rarw COUNTY OF BUTTE -DEPARTMENT 05DEVELMPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: J . 6ASS SSOR PARCEL NUMBER Ole Proposed Building Use: Counter Technicilan: " " Date: to s required in order to apply for a permit. All boxes MUST be checked marked NA in order to apply. I �1:. Plot plans, 3 or 4 sets; signedky the preparer of the plans. 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. anufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or oundation plans 11 in duplicate. ❑ 7. efal-btril ' gs: (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: 0.20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... /f] 21. Pxf oaliiiient Pdri�y m the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection fo I required ................ ❑�3-- 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 o'PC" gnature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28 anufactured, omeutility clearance ................................. :............................. ❑ �ting viol t' s,a�nd/or expired permits........ $en ❑ Grant Dee , ❑ M.H. Ti /Statement of Facts,'❑ Letter from Legal O er: QGr �t c� 2 issued Telephone `� a d ho d for pickup er---- r i 1 I have been�i�ormed of the abo a ite and requirements for obtaining a building permit. Applicant: ! Date: i 1. Index permit application for the above ite s numbered: �. Plan Check Letter 2dditional items required gunifafe�designer, owner, was ad ' d cf e above data by phone, ❑ mail, ❑ counter, by C%uuatfor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: t Plans approved by: Structural reviewed by: Date: I - Structural approved by: Note transfer by: Date: Yellow: Building Division _Date: 2— Date: Date: Date: Date: LWW J�- l,-VTTE COUN 13— SUILEWNG DEP , Ty ARTMEkg APPRO-� ED 1 4-11 an .0 A eZ15 6 -71. [4 le 04�C�L-. e� 7-OdIA Orojil Alp rA / `ej 0 4 f/1 n b E s lJ Z ♦ J 0 z m W a N xLq 10,x F -y rn N � I R D rr a a I em VJ r'0 r m\ 1~•1' r. v n pp S /tel r -K= x€�m Q � h N�INN m 1 1 Q n 3 O mo ' Pin 0aaa� Z = `n �' ,x to ♦ J 0 z +m a P W N !- & W N !- =tp =y r` Pm m Ory.4 P P 1- t0 ���'N 5000 AQf> > A m> �00�(RRSfD"xA tA'v _' 7i>�V'O�j '" 0 W w t P mw tro o nom p' > V.fC^n 00 � s�b� oozo 0003 b 6��� �++�f xgs °y��;�,7J7ttqq �p�Z �..Q?��q.: O9W .b 9D31 sN Feo rC' R"•!OC F— �_:.tAC.0�:yC9 LN COQ '0p� O�9 '070q �. t1 - '. p; �> Iva _� �'b � �..C•a—� 7>ii a Ki.o P a e=7S. off:i Cop 10 ro�a u flim oAo z o C0 9 n +�p 5 o� 18 � .. . �:y�1Ai >o> pyta SpQ o m o r ao �i o s oa a x a o .. O Q4 4O.y ��+� o 16 9,111 IfxG �I�g.�^ � � R e fao o r o x > p PIS��[p > Z to ooh +-'�1 to> y �• 'C RaG! ��iC� ■Aeoj �jZ11 l i I 1tp Wo �jr11• !2 afel Z a,7"0{ . f7 CW JAZ Z m -meq W o _ 2aroa Q S . x � o' A FOR: CENTRAL PIERS, INC. THARP & ASSOCIATES, INC. Q7 D D -i N z m r7,1 284 N. THORNS GEOTECHNICAL CONSULTANTS. Z: D FRESNO, CA. 93706 � N 3 .�, i Site Assess* rants *Foundation Engineering *Construction Monitoring .y c = (559') 268—.0828 co C ro MOBILE HOME FOUNDATION SYSTEM (30-5F) F347 SPRECKELS DRIVE, APTOS, CA. 95003 (831) 662-85.9.0 z m W a t� � xLq 10,x F -y rn N � X� a o� D rr gyp, tDo VJ r'0 r �rtri 1~•1' r. v n pp S /tel +m a P W N !- & W N !- =tp =y r` Pm m Ory.4 P P 1- t0 ���'N 5000 AQf> > A m> �00�(RRSfD"xA tA'v _' 7i>�V'O�j '" 0 W w t P mw tro o nom p' > V.fC^n 00 � s�b� oozo 0003 b 6��� �++�f xgs °y��;�,7J7ttqq �p�Z �..Q?��q.: O9W .b 9D31 sN Feo rC' R"•!OC F— �_:.tAC.0�:yC9 LN COQ '0p� O�9 '070q �. t1 - '. p; �> Iva _� �'b � �..C•a—� 7>ii a Ki.o P a e=7S. off:i Cop 10 ro�a u flim oAo z o C0 9 n +�p 5 o� 18 � .. . �:y�1Ai >o> pyta SpQ o m o r ao �i o s oa a x a o .. O Q4 4O.y ��+� o 16 9,111 IfxG �I�g.�^ � � R e fao o r o x > p PIS��[p > Z to ooh +-'�1 to> y �• 'C RaG! ��iC� ■Aeoj �jZ11 l i I 1tp Wo �jr11• !2 afel Z a,7"0{ . f7 CW JAZ Z m -meq W o _ 2aroa Q S . x � o' A FOR: CENTRAL PIERS, INC. THARP & ASSOCIATES, INC. Q7 D D -i N z m r7,1 284 N. THORNS GEOTECHNICAL CONSULTANTS. Z: D FRESNO, CA. 93706 � N 3 .�, i Site Assess* rants *Foundation Engineering *Construction Monitoring .y c = (559') 268—.0828 co C ro MOBILE HOME FOUNDATION SYSTEM (30-5F) F347 SPRECKELS DRIVE, APTOS, CA. 95003 (831) 662-85.9.0 z gyp, tDo 1~•1' r. v n pp S /tel A +m a P W N !- & W N !- =tp =y r` Pm m Ory.4 P P 1- t0 ���'N 5000 AQf> > A m> �00�(RRSfD"xA tA'v _' 7i>�V'O�j '" 0 W w t P mw tro o nom p' > V.fC^n 00 � s�b� oozo 0003 b 6��� �++�f xgs °y��;�,7J7ttqq �p�Z �..Q?��q.: O9W .b 9D31 sN Feo rC' R"•!OC F— �_:.tAC.0�:yC9 LN COQ '0p� O�9 '070q �. t1 - '. p; �> Iva _� �'b � �..C•a—� 7>ii a Ki.o P a e=7S. off:i Cop 10 ro�a u flim oAo z o C0 9 n +�p 5 o� 18 � .. . �:y�1Ai >o> pyta SpQ o m o r ao �i o s oa a x a o .. O Q4 4O.y ��+� o 16 9,111 IfxG �I�g.�^ � � R e fao o r o x > p PIS��[p > Z to ooh +-'�1 to> y �• 'C RaG! ��iC� ■Aeoj �jZ11 l i I 1tp Wo �jr11• !2 afel Z a,7"0{ . f7 CW JAZ Z m -meq W o _ 2aroa Q S . x � o' A FOR: CENTRAL PIERS, INC. THARP & ASSOCIATES, INC. Q7 D D -i N z m r7,1 284 N. THORNS GEOTECHNICAL CONSULTANTS. Z: D FRESNO, CA. 93706 � N 3 .�, i Site Assess* rants *Foundation Engineering *Construction Monitoring .y c = (559') 268—.0828 co C ro MOBILE HOME FOUNDATION SYSTEM (30-5F) F347 SPRECKELS DRIVE, APTOS, CA. 95003 (831) 662-85.9.0 z RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -MOV -2002 2002-0065007 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. DELTON FARRELL GILLMAN & SHIRLEY ANNE GILLMAN REAL PROPERTY OWNERILESSOR #4 TOBIN COURT MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP SAME INSTALLATION MAM ING ADDRESS, IF DIFFERENT CrrY COUNTY STATE 21P SAME UNrr OWNER (if also property owner. write "SAME) MAILING ADDRESS CrrY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAEIIG ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 02-3082 (530)538-7541 X�NA� PE�tMITNTELEPHONENUMBER 11/27/2002 CAL AGr OMCIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE) DEALER LICENSE NO. SKYLINE 1979 HOMETTE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER 03740708M 55'X 12' CAL132061 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIM,ABEL NUMBERS) SEE ATTACHED ASSESSOR'S PARCEL NUMBER A.P. # 058-520-042 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. r_� !�� � r ._, y r.. r""y ,. _ ,7_ _ ..� ..._..,,r - -ter-- -_"• P.-.-•--r . �,� r... „4•.,.� ....--�.._....� �, Y'Ti 'i t'"-rY'v= s^.s.-. 'FOUNDATION �SYSTEM4S _ -CERTIFICATE"�OF.�OCCUPANCY BUILDING PERMIT NUMBER: 02-3082 Address or location of unit: 4 TOBIN COURT, OROVILLE, CA 95965 Legal Description of Real Property: A.P.#058-520-042 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: DELTON FARRELL & SHIRLEY ANNE GILLMAN Owner's address: 4 TOBIN COURT, OROVILLE, CA 95965 INSIGNIA OR HUD NUMBER: CAL132061 SERIAL NUMBER OR V.I.N.: 03740708M MANUFACTURER'S NAME: SKYLINE YEAR: 1979 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: H.C.D. 513C 11/27/02 (530) 538-7541 LEGAL DESCRIPTION A.P. #058-520-042 All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL ONE as shown on that certain parcel Map being a portion of Section 35, Township 22, Range 4 East, M.D.B. & M., filed inthe Office of the Recorder, County of Butte, State of. California on January 16, 1980 in Book 75 of Parcel maps, at page 57. Recorded as Instrument No. 9820, March 27, 1980, in Book 2500, Page 300 I -I. GO RIANG RL.011L_': I I.A) 13Y AND Wlif.N R1-GOHDI71t MAIL ICI r - I DELTON FARREL .and SHIRLEY ANNE GILLMAN #4 Tobi n ' Court F Oroville,.CA 95.965 Name [ Street Address CAYg S,.te z L_ MAIL TAX STATEMENTS TO. Same as above M1 95-0101171' Rec Fee 12.00 1 Check 12.00 Recorded 1 Officl.a..l. Records 1 c o unt,y of A. - 'Butte 'Butte I Ca-ndace J. Grubbs 1 Recorder l IG—.08am 28' -Mar -95: i PUBL XX 3 I SPACE ABOVE THIS LINE FOR RECORDER'S USE -0- See Attached OOGUMEfiTlifiY'TRAN�.eR 77Ji S COMPUTED ON FULL VALUE OF PROPERTY CONVEYED, OR COMPUTED ON FULL VALUE LESS LIENS AND ENCUMBRANCES REMAINING AT TIME OF SALE. f' i Si, -nature of Dedarsnt or Agent determining tax Firm Name r brant Deed • T.wenty-Seventh �S ��' made.the._.__................................................................._.............._..............day of. -F March i.e v ................................................. one thou -sand nine hundred and ........... Ni�net y.... ..................... Between JAMES AURY MOAK trustee of the James Aur . k r .....................................................................................y ....4d ....�:. 4+.5...................... dated August 11, 1.981 ................................................................................................................................., Grantor DELTO.N.FARREL and SHIRLEY ANNE GILLMAN as Joint Tenants and........................................................................_.........._.............................._....._..._........_................ ................... .............. ............__........... .................. ......._._......_...._............._......._.............. Grantees Itnessett: That the said Grantor, in consideration of the sum of' ........................................ .......................................................................................... dollars, lawful money of the United 'States of America, in hand paid by the said Grantee the receipt Whereof is hereby. acknowledged,. do ........... by these presents grant,.: bargain, and sell unto the said Grantee, and to .................. heirs and assigns forever, aU.................................................... th............... certain lot .............. piece_ _ ......... , or parcel ........................ of land situated in the ................. .................... C.'ounty of elate..............., State of.._Ca fgrr�.) and bounded and describe as follows:. AP# 058-52Q=042 -000. SEE ATTACHMENT This document Is only a general form which may be proper for use In simple transactions and In no way ads, or is intended to ad, as a substitute for the advice of an aWmay. The nrirda Anae nnl make am warntnhr aitho amroee m imnliwt ac m tha Inns! v Iirfiw of env n ieinn nr rim er dtxhlily nt tham fnnne in any enarifin troneontinn Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or appertaining, and the reversion and reversions, remainder and remainders, rents,. issues, and profits thereof. To have and to Bold all and singular the said premises, together with the appurtenances,. unto the said Grantees, as joint tenants, and not.as tenants in common, with right ofsurvivorship, and to the heirs and assigns of such survivor or survivors forever. In Witness.'Whereof the said Grantor ha: ............. executed this conveyance the day and year first above written. Signed and Delivered in the presence of REIFY"tetQRt�'? Tr , s ee »� :.. ....:......«..� c��............................................................................... .................................».........................................................................«..........«...................................... U. w a -4 0 El -��__---Ma.en2779195 The=_ Undersi gedState of California, On .....- ritefore-me.............. , ss. personally aPPeared...... ..................... personally County of ...t lin....•......................... known to me (or proved to me on the basis of satisfactory evidence) to be the person() whose name(i) is/axe- subscribed in the within instrument and acknowledged to me that.he/shelthey executed the same iii his/lier/their authorized capacity(ies) and that by his/her/ their signature( jFl on the instrument the person(O or the entity upon Bi TTY ,i�:t1i=FRY Q•• s• ,, behalf of which' the person(' acted, executed the instrument. • ..:�; .F� • •. • �?-� _ ;` ':' -'� WITNESS my hand and official seal. rAWFUIMA - SC r.5. Sign . .-........... ...__. ature. �t p C1 i�i9Y8JJ+9tiJ1�+ler 1 This document is only a general forth which may be proper for use in simple transactions and in no way acts, or Is intended to act. as a substitute for the advice of an attorney. The C - 7 RECORDER NOM' This document is to correct a recording in error on December 8, 1994. In that.. recording the Parcel- ff was stated/ in error as Parcel #2. 7 - 'o 9 n't In essence, this is a correction deed. -I-j r j.-3 March 27, 1995 TO: Delton Farrel Gillman Shirley Anne Gillman #4 Tobin Court Oroville, CA 95965 FROM: James A-ury Moak, Trustee James Aury Moak Trust dated August 11, 1981 LEGAL: AP# 05.9-520-042-000 PARCEL ONE as shown on that certain parcel Map being a portion of Section 35, Township 22,. Range 4 East, M *` D.B. & A filed in the office of the Recorder, County of Butte, State of California on January. -16, .1980 in Book 75 of Parcel Maps, at page 57.. Recorded: as Instrument No.. 9820, Marcia 2-7-,.. 119KG; in Book- 2500, Page 300 go -DEPARTMENT OF STATE OFCALIFORNIANTY OEVELOPKENT DIVISION OF, CgDE; AND STANDARDS REGISTRATION AND TITLING SECTION ; -- '. STATNT OF. FACTS This unit is. a: Nobilehome Com,'nercial Coach Floating- Hwe Truck Can Oecal (L i r. an s e)t N6. (s) Trade: Name . Serial No. (s) 070 I/We, the undersigned, hereby state that the unit described above: Al 7114la- Affiant further agrees to indemnify and save harmless the Director of Housing and Cornnut Development, State of California, and subsequent purchasers of said unit, for any loss, may suffer resulting from registration of the above-described unit in California, or fr; issuance of a California certificate of title covering the same. I/We certify under p Welty of perjury that the foregoing is true and correct. Executed on O Zi at �� �1 �� , 12L Date (City) (State) Sionature of e4chaffiant Address City �./�G�d/ NCO 476.6 (Rev 11/66) 711 Printed name ofea h affiant ..'-State'. STATE OF CALIFORNIA — DEPARTMENT.DF. HOUSING AND COMMUNITY DEVELOPMENT CERTIFICATE OF TITLE MOBILEH-OMECAL LAK828 llotR� NAME COT, DFS PC— � EXPIPAT101 00100179 01110179 74070&?I"IL HUMBER LASEL/I�STWLA 'NUIABER : 0 mFr E 0000 .0660 ow0001443 soulo 9 2 rA 03 T IL 3 4 TOTAL 5 FEES. 6 PAID: A MOAK JAMES A 3. D 4 TOBIN CT 0 GROVILLE CA 95965 RELEASE OF DEALER It NEW, REGISTERED. OWNER-, FILL IN. ITENS, 4'- 9 .*m E 4-A)--c-dLLWN AND E OR s),GLLAAAA/ SkIeLiFy AA/AlE7 NAME , PIE PRINT R mw JNES 1% V, -roamor cx U CtIRREM MAILING ADDRESS' I A 4 TOBIN,CT ILI 77T— 0 T L city. cNry a 6T ZIP OROVILLE 95965 1. FLMMS: kAT-1 Mr. ADDRESS RELCUE OF REGISTER 0 EEDD .owNFR- 9 4CT TOBIN C4 - N T ------------------------- lzl� f E U OROVILLE V;t4�� 4 ST ZIP CA. 95765 L i 1 PLqkCHASF- PRICE. DATE .9 NW �ft A 1A EE019TERED OWNEA -!;QNATURIV L FILL IN xrt' 8,40 12 0 k W Y N' Y.. E 2.A) NAME 11 7 TNT oli$4. Z R RELEASE Of 'LEGAL '40WHER --------------- RETENTZ",,.. OF, LEGAL OWNER ck- cn cKry ST ZIP NEW IsT JR. OLD"' ASSIGNMENT OF Lk"L,& LXENHO 9R'v FILL IN ITEMS. Ia. 15 4' j'23..A U Fs t NAME PLEASE PRINT I R * a ­ I- Y4 ADDRESS * T �dldlfl Ad���elo LCITY CNTv' UT zip T11 /-AA AA �S *** NEW 2ND JR. LIENHOLDER, FILL IN I*TENS 16 IS E NN a 16. E NAME - PLEASE PRINT 0 c L 0 ADDRESS. R /4�-a' �­IA. —zj' T -S- IMPORTANT CERTIFICATE OF T=�EMAY) NOT REFLECT ALL L.I-ENS. RECORDED WITH THE DEPARTMENT 01-063-00321 T OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRTAFT) IINTT TWF rilVDGMT TT'rl r" RESIDENTIAL 058-52-0-042 92-4224 NP � 7 MOAK, James 4 Tobin Ct, Oroville garage, ramada, cabana/mh . j L 14. I JOB FINALED (Date) — Signature J=OK O = Not OK Not Applicable Not Ready - MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLAN US Date DECKS, COVERS, CARPORf4, GARAG fans OK except #'s 1. Zoning Requirements-Setbac-ks-'ElWffrents 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Ro f; Shthg-Roofing Ext.; Steps -Doors -Landings 4F 02 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; Compacti6n-Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL ' = 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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except H's 16. Water Htr.: Vent -Access -Combustion Air -Baffle --------- -- ------------------------ 17. Water Pipe: Test & Anchor -Nail Protection --- 18. D.W-.V.; Test -Fittings & Anchor -Nail Protection ------- -- - ---------------- -----19.-Shower Pan: Test. First Floor -Tub Access 20 Test Tub & Shower. -Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ----------------- --------------------------------------------------- Date Card B_1 --- Date - - Card B1 - ----------------------- - - ------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s -- - 22. Fixture & Transformer Clearance -Ins. Protection ---------------- -- - - 23. Elec. Receptacles Spacing -Lights & Switches at Doors -- 24. Size Boxes & No. of Conductors_Stapled - ------------- - 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------------- - --- 26. Equip. Ground made'up w!Mech. Fastners-Bond & Water ---------------------------------------------------------------Gas----------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------------------- ----------------------- 28. --------------------- 28. Subfeed Wire Size ! ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or AI --------- ------------------------------------------------------ 29. Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----------------------------- ------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------------------------------------------------------------------------ - - 31. Equip. -Clearances Panels-Motors-Mech. Equip. ----------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ----------------------------------------------- ---- 33. Smoke Detector ------------------------------------------------- -------------- -------`----------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except a's 34. A.C. Ducts Insulation & Support ----------- -------------------------------------------------------------------- -- 35. Vent Fan: Exhaust above insulation- - _ 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- -------- ------------------- ---------------------------------------------------- -------------- 38. --------------------------------- 38. Attic -Access-&-- Platform ii Furnance in Attic ------------------------------------ ---------------------------------------------- Date ----------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------ ---------------- Date Card B-1 Date Card B-1 Date. FRAMING (Plans) OK except P's 39. Sils. Proper Material & Anchors ---------------------------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------- -------------------------------- ---------------- - 41. Bearing Walls over Girders & Floor Nailing ------ ------------------------------------------------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing 3M1 'ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits __53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---------------- --- 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access --------- ------------ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------------------ - Date Card B-1 Date Card B-1 -------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's - 61. 1: Steps -Door & Sidelight Protection -Landings ---- ------- Smoke Detector 3,,,.�.raaae,: Vents -.Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection ---------------------------- edroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels ------ ---- _ fairs Rails -- - -- 68rFireplace-or. Stove: Clearances -Hearth Elec. Outlets at Wood Panel: Int. & Ext. -- ------ - - -- ----------------------------- 79-K-rt-Fiv-&-A13pliance: Grnd.-Air Gap -Cooking Clearance 7-1.,-Elec-Ou4 lets & Receptacles at Kit. Counter ----------------------------------- - -- 7,2,-6arage_PirePQoor Swing -Landing -Closer ----------------------- - _ZZ--A-e-Q>7Ct-inr- arage- Dam per )Wtr. Ht r.; Vents -Clearance -Comb Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection ------------------------------- - -- - Plb__Elec_ & Mech. Equip. Listed for Location 7-6-Nee--Receptacles.in Garage; (G.F.I.)-Romex Protection sY!Irisulation - Foam- Looked in Attic ❑ Yes ------------ ],8,-Guard Rails & Deck Construction -Post Caps ----------- -r------ -------------- 4- - - - dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes d-0-_FAtlowing• instld:'_Driue P Yes ❑ No; Walks ❑ Yes ❑ No; Planters --13-Yes ❑ No 8a-Stueca-BYZivvn-Fin is -------- --- - ,Bi--A-C-tM1t-Dt9*CUfnect. Electrical, Plumbing La3_VeTits Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - -- 84--W eYC�T1-Disconnect, Electrical, Plumbing ---- -_ . _ .--Exterior Elec.­ G.F.I. Receptacle -Underground -- Veniilation Throughout House . Glas$.Protection --- - --- orre_ctions from Previous Inspections ----- otoest --Ges`T-Meters Tagged; Gas -Electric -------------------------------------------------- 90-W9d' & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B 1 Date Card B-1 --� l- --- ---- ----- -- Date f /-sCard B_1 - Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califovnia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 92-4224 ASSESSOR PARCEL NUMBER 058-520-042 ZONING FR2 BUILDING PERMIT OWNER JAMES MOAK TELEPHONE 534-1168 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ACDRESS #4 Tobin Court,Oroville 95965 75 R 0,82 414 M 7,452 CONTRACTOR'S NAME owner TELEPHONE 1051 C 13,663 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation, Is 61,939 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 426.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 213.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ 853.00 BUILDING ADDRESS ' greville Permit fee $ 1,507.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 41 5-001 20.00 Solar or heat pump water heater 1 20-001 7.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome [YX Other SPECIFY Gas piping system 1 - 5 outlets�- 5.00 15.00 Building sewer .00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition Cl Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: garage, ramada. cabana (built without permits) 194.00 Permit Fee $ 156.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 2000AOORL ss 18.50 Main service 200A TO r000A) .37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license is in full force and effect. License No. 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) El 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) El am exempt under Sec. , Business and Professions Code for this reason NEW CONST. 1 � 3.6Qsq.ft. 40.95 OR ADDNS, ACC. BLDGS. 11 NEW CONSTR. U TI.OUT LET NON-RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS eI SINGLE OUTLET CIR, Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 3.00 Temporary service 15.00 Mobile Home Facilities Misc. Wiring Ai Penalty Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Aa 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. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseque ce of the granting of this permit. 97 Date 1 .Z " r9 a— $i ture of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE 1,801.60 HA2 DFEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- Sions of th tte County Code and/or resolutions to do W i Ica d aboveWrich fees have been paid. I EC BLIC WORKS 8/27/93 By Date P I E IRS Date R/27/94 Receipt No. 129978/258.25 148397/1543.35 WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i - r COUNTY OF BUTTE - Depar nient of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) `Aewt 2. I (have/have not)signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. J plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Cd-za Social Securi Number Date /.� 7- —fF: NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 8 `ilaz7�„�ydt iY�F:tYM.y,;r.._'Nr��T7�.r}�i•a'�Sf�.�`Ry(IIYI'F,"'"'4#'tA"���.�_., S! � _. .. . , S t''"�`,�"`,M�..:.�,,nir�+.—,a7,,"Y-.tn..'a`fr.r�..�j.�,,,r.; �.,.i.•...�..T.-- ti••. --r�� COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION • 7 COUNTYCENTER DRIVE - OROVILLE, CAUFOI!NIA95665 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER VA AA ��� A. P. No. 8- SZ -O- oYz- Proposed Building Use A0,6,X6 1fop0',('011 Building Inspector t Date XZZZI Ir At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in dupli ed prior to plan check). ... . • 9. Mobilehome manufac urer' s Ilat'on instruc ions, 2 sets. ........... 10. Fees of .. . .. ..... .. . 11. Impact fees as shown on a ac$ shed schedule . . r'-�S �OI'•!� 12. California Department of Forestry plan approval/fees. ....................... . 3. Fd elevation letter (100 year flood) by California Engineer . ................. . ,Sanitation and plot plan approval O00 Health Department . ............ 15. City of Chico plumbing permit . .......................... ............ . 16. Plot plan and business license approval from City of Biggs/Gridley...:::-:...... . 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required.prior to occupancy)... cti. . • Pn;-Inspeon n:qu�— 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ........................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .................. .................... . 28, Mobilehome utility clearance . .......................................... A- 29. Documentation of legal access . ................ : ....:.................. 30, Documentation of 50% subdivision developed.or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... existing violaters/expired permits . ...................................... When ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone.5Jq- //(Oct and hold for pickup at 012�0 office. Deliver with inspector. Other Parcel Creation Acreage Applicant --- C Date /� Z/— Copy of Haz-Mat form sent Health Dept. Fire Dept. V Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted * r to 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer own as advised of above required data by _ phone A,Fnail Counter byEL Date Jcl /lt"f Contractor, designer, owner was advised of above required data by _ phone —mail Counter b Date Plans checked by IL— Date �-9-3 Plans approved by Date `-� Sets of plans on hold iny File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance mw;4.14121111. soot to B.D. -- T—/ Q Owner T Location AP# Plan Approved for: Sewage ]disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other . Hold final for: Final clearance O.K. for: NOTE Environmen(al\ Health Specialist 8/92 I ate } COUNTY OF BUTTE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM BUILDING DEPT (Ondf. Form'Per Building) DEC O 3 1992 School District i G /I Building Department No. A.P. Number /�Jr� S� O% si diction City uk County Property Owner J Property Location/Address Subc ivison Lot No. Residential Development 0 Sq. Footage vI VJ,Q No. of Li4ing MHI Addition (Group R) Units Commercial/industrial Sq. Footage New Addition (Including Exterior Roofed Areas) .1 /Z 1zf Z Building Department`Representative , Date (Floor Plans reviewed by School District Personnel) District Identification No. 3 26 o G 50 -/EJ SchooLDistrict certifies that � ,� • U. (Applicant) 4 4 -7-,Obl' (Street Address) (City) (State) (Phone Number) (Zip Code) has complied with the requirements of Resolution No. AM- 9n by payment of $ iGx!°4,2e representing !%1% square feet. Representative Paid by Check Number Bank Number Paid by Cash Date 02+r ioc- 0', t If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this,project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkt (4/92) _ :T„. E Qi C. -_.. ..:.A BUSINESS, TRANSPORTA:tON /.ND HOUSING AGENCY DEPARTMENT LOSE ONLY DEPARTr_VIF,NT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS P.O. �x 31 Cot No. MANUFACTURED HOUSING SECTIONy � =t �,�� S«ram«�to, CA 958ti�03T /f _ FEE RECD. • - T _.,'- - ...s - -. . s :'k`. • :, r _ - -• Al P.O. Box 1407 pqT /? 3112- / 15;�� " SUBMIT_ THIS FORM WITH APPdCABLE' FEES TO THE -,•yam Sacromertto, CA 956121407 L NEAREST MANUFACTURED 1iOUSING �5ECT10 ,_ � AA NO. i OFFIIsE "TO •1NTTIATE .: ANY - OF -THE' .FOLLOWINGS 1 ' 2038 Iowa Ave Sure IO2 s- _ ACTIONS. PLEASE REFER TO ;Tiff BACK OF THIS: "�' ❑ Bldg B RT TO�.'!� .e_ " _ i _ _ _ _ Riverside, CA szsaT2135- FORM FOR INSTRUCTIONS) Y »- RT T _ t ` ' '❑ MANUFACTURED HOMES PAOBIL(OMES) OWNER e .. - �. --MANUFACTURED HOME (MOBILEHOME) r Address •�' j to ' _ r COMPONENT STRUCTURES -counly, ._ + ❑ RECREATIONAL VEHICLES = - City t' »� COMMERCIl+I COACHES (Occupancy Group _) Home Phone No. 3 s _ �` 'ZIP' - - X . �- ~�• r - • Business Phone No. Z 1LfACTQRY=$U.0 T .HOUSING:... ;. •;- 3 ' . _ t : � ` # � - __,FACTORY -BUILT HOUSING Location Address 1COMPONENT SYSTEMS -- if Different - Q APPLICANT' a >so ? A. rNa d 1` REQUESTED INSPECTION �f'- • -'� APPLICATION FOR ALTERATION, ADDITION, Address 4;17 i d tdl r, t, OR CONVERSION / �� - _ -• ' _ - _t ❑' APPLICATION FOR ALTERNATE APPROVAL City '`� r� U 1 �f - " " ' ❑ REQUEST FOR TECHNICAL SERVICES Telephone .5 `' - ZIP CJ�� ❑ REQUEST FOR REPLACEMEN INSIGNIA/LABEL Con. tic. No. Class UNIT SERIAL YEAR OF NUMBER(S) - MFG. DECAL OR MANUFACTURE'S NAME CALIFORNIA INSIGNIA LICENSE NO. —MAKE/MODEL - " OR HUD LABEL NO.(S) F c a-J.lk� • - Note. Allow a minimum of ten (10) days for sdodursng. AN INSPECTION IS REQUESTED FOR THE FOLLOWING DATE PLC/ - THE PURPOSE _OF THE -INSPECTION IS,TO. ❑ OBTAIN INSIGNIA . ❑ CLEAR NOTICE OF VIOLATIONS DETERMINE COMPLIANCE OF ALTERATIONS, ETC: _- '' A �REPRESENTAT/VE OF THE DEPARTMENT WILL CONTACT YOU .TO CONFIRM THE. BATE OF INSPECTION. ALTERATION, ADDITION, CONWRSION:-Describe the,propo9 work in detail in the space ,provided its Item Number, S. Use additionalpages;if } tnectessory. Where_ structural alterations or addition% ore proposed, completep(ans; specifictions, details, and�i-aculations,are.requiredjto«be attocied io,"- -=Provide the del 'make and moof arty appliance -to .be installed and provide complete electnoaf <cakulchons •for ;arty electrical .alterations 'ai z„ -additions. •INDICATE THE TOTAL COST OF THE WORK TO BE PERFORMED S �s�. �L' • - _. DESCRIPTION o ',- , . , S? a� • 0 F Y � s 7 ,'u h f- n - 573- - ..Ire ©cTrtil.� � aY►� >� �, t'It �•�3 - - � _ _ .• 51 - REPLACEMENT CALIFORNIA IN!'GNIA OR HUD LABEL //WE HEREBY MAKE APPLICATION FOR REPLACEMENT OF A LOST INSIGNIA OR 6 LABEL FOR i'HE.UNIT INDICATED IN ITEM NO. 2 ABOVE )/WE CERTIFY THAT THERE HAVE BEEN NO ALTERATIONS, ADDITION OR MODIFICATIONS TO THE UNT WHICH WOULD AFFECT COMPLIANCE_ iWTH CALIFORNIA OR FEDERAL LAW OR THE RULES AND REGULATIONS OF THE DEPARTAL fT. (Where alhrati ins or modifications have been made, Items '3 orr" must be completed.) tDEPARTMENT USE ONLY DATE OF APPLICATION �j / � ? % /� p3 ' ❑` ..�_ ❑ � APPROVED CONDITIONS• ❑ DISAPPROVED4- 1 Applicant's Sig -4-1„ ' Supervisor's Sgnature Doh n • . ' _ i1CD 4115 p-, 7191) L ' ISee re• e -se %i4e for con&4kwu or reason fa daapprovo 10 OF .STATE OF CALIFORNIA—BUSINESS, TRANSPORTATION AND HOUSING AGENCY FIE IDENTIFICATION DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT rFr u Fac• to u DIVISION OF CODES -AND; STANDARDS - ASS&GNWNT 4 :- - / ». . ACTIVITY REPORTS i/�. � j�fAREA OFFICES LABOR DATA'"'•'-- _ •-,, p DFt ID DATE ' y f �` 7� Report -by ' y ,--, M-rtnern Area — / _Date te3 1800 Third Street - ••c.._ �/ACT CODE AREA_�i - '- snc�ardo. CA 95811 —_ - .To: Marne — `(,/ _ -P.10. y�D' IOC '•''�'`" YTFiMILE - S ---���f $ •t ^ _ _ Box 1407 ;•• ' • ' �4-;7 Sacramento. CA "Address 1 o h, r - TW INSP/ACT TR - - -- w - h 96812-1407 = _ TeL (ete) 115-0135 ` Site • - 15PECnON DATA -; ::.:. L _ a-:.. •-v �- x Activity (If other than abov """ - g) Southern Area ORT, ONLY r . - .'!t - % � 20MIowa Avenue WR1AL INSPECTION --i ,❑ �FiE1NSPE ON' •: -` �,-. •` ; ; - Bldg. 8. Suite 102 i £ fiDA(E/UNR —_7/ YROORS'=�; - ^ Riverside: CA •_, _ Owner (If other than above)- 92507-2135 CATION D,7A - - - - - TeL (714) 782•4420 Address �'' "~` ' -i'< ' }.. • '�� _ ?amu MP TENANT �. _ -PURPOSE OF REPORT: (Checked (AV/) as appropriate) !a+ ALTERATION TYPE- YPE ^ WE ACE _ACC•❑ `ROOF ❑= Fp'� -p - !' ', • - _ INSPECTION RECORD ONLY TMRD-PARTY MONITORING_ - - ❑ INFORMATION ONLY •• - _ -' _. ❑ NOTICE OF VIOLATION AND RELATED INFORMATION: This report - •iso '' "'-.'.�"..it . ;-�,,i-' ':.C�.':"^ _-•?.:= _;. DAA `it PLANS itCOMPLY provides notice of ' violations of the California, Health and Safety Code, Division 13 or the California Code of Regulations, Title#V INSPECTION DATA 25, Part 9, Chapter _� Sections indicated. Copies of the regulations may be -~ 'LO7' ' obtained from the State ofRV. California, Office of Procurement, Publications Section, P.O_ Box 1015, North Highlands, CA 95660-1015. MH MH _`� LOT=•AS'__ EN INSPECTION DATA: -4- • -- -•-- Violations indicated shall be corrected and a written request for further inspection filed with the Area Office ❑ ACTIVES INACTIVE indicated above on or before The request for inspection shall be accompanied by !` -' '- '-: minimum fee of $ 1eAx CAP _ P CAFE' _ SFD " � DORM MH/RV - O _=•. A permit shall be obtained from the Area Office identified above for work to correct item(s) # Fla: ACCOUNTIN ' - '"• - r _ ooLa f - - USED - DirATTACK:' •• - tiff you believe this report has been issued in error or is factually incorrect, please contact the Area Supervisor at the Area Office indicated above. - H -•fir. — INSPECTED UNIT IDENTIFICATION: t011ER' _ Ty ie of UnL' — Box Size Onrall Size RT Decal No. S'� ���_ 4 ��� J AA 79 ATTACHED FEE I.D. •,may - r anutacturer, Year and Model I`!-;1'rYf / J' j� H LID LABEL or H CD i 1-x ! Insgnia No. ��G 15 S erial No. or V. I. N- " " `•'- ; � Y . + INSPECTION RESULS OR INFORMATION:r 4.1, F— � �ep / /� � !lA' � tis ft!3- /+�Jil� �iS•�.ri�e�Y'�''- 71 r RECEIVED BY ,DEPARTMENTAL USE ONLY: action: ❑ Enforcement Action Needed n^ 40, �G'i/�-� _fj�C)ose File ❑ Other _ SEND COPIES TO: Recipient ❑ Owner ❑ SAA SUPERVISOR REVIEW ❑ Reinspection Required ❑ OL t_I Other DATE ❑ PiDgress Inspection Required COPIES SENT BY DATE _ )•!�17-61 (R,�ll. 391) 91 919?B ._ aer_c • ... - _ S T R U C T U R A L C A L C U L A T I O N S F 0 R J A M E S M 0 A K R E S I D E N C E ADDITI0NS TO MOBILE H 0 M E 4 T 0 B I N COURT 0R0VILLE, CA 95965 JOHN L. RANDALL E N V I R O N M E N T A L D E S I G N 5439 BLACK OLIVE DRIVE PARADISE, CA 95969 &fflk =N" ®EPAIT MENt. 'PROVED F L T ENGINEERING 5 7 9 0 C LAR K ROAD PARADISE, CA 95969 ( 9 1 6) 8 7 2- 0 2 5 4 -�r3 C.f-Gc..s.. .................. �xls'T FS/,aG 57��7V,2F C70T....................JOB 9Z F L T ENGINEERING 5790 CLARK RD. 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JOB NO.......Ov....�... .. .......................................................................................................... :................................... .................................................................. .......................................................................... f =, /7xZOXF/� t, 9,rx f7,-Z)19f(7,,/)//J/x1r <3 -52.� !r71 r, r0A7Z1,✓3 q<3abio C z 'LSV — �ir,�x. _ . 0�7x 17 f, i� x 7x 3 f/i t. 020 = /io '7 2'. �,-rs�de �- — �o 1r /o� t /- f"� Z) U. , 27,�' YZ 0 7r 7Z F �QO/v T — % _ (.7Z �PX Z-1, a30)�Z = 6.97 �� �• J�t�o�r� �oor7rtJr�' s~ V,,t fo/yc- — sem, fcE' e Wit),;" . — Z. 7 -- ZX —Com, o,= ,� • 8 . - PROJECT : MOAK RESIDENCE JOB NO. : 3054 DATE : 6/1993 CALCIS BY : FLT 'SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ iL WALL DESIGN: -- 45% ------------ ALL CALCULATIONS ARE IN UNITSILNV FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.06 - LIVE LOAD (KIP) 0.42 OVERALL HEIGHT OF THE WALL - Hw (FEET): 6 OVERALL HEIGHT OF.THE SOIL - Hr (FEET): 5.5 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.45 REACTION @ TOP OF WALL - Rt (KIP): 0.14 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.32 HEIGHT OF 10' SHEAR - Ho (FEET): 3.54 MOMENT - Mw (FT -KIP):' 0.35 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------- 0.064 -.Za-'��5 ?. a #4 @ a7 -.-G- 30'/ FLT ENGINEERING � 5790 CLARK ROAD PARADISE, CA_ (916) 872-0254 SHEET � OF 7a MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF - VERTICAL: #4 @ 12 / . \ ��- - HORIZONTAL: #4 @ 12 /^~°/�/ / COMBINED STRESSES @ WALL 0.18 < 1.0 PROJECT : MOAK RESIDENCE JOB NO. : S� X54 DATE: : 6/1993 CALCIS BY : FLT SUBJECT: CONCRETE ---------------------------------- RETAINING - BEARING WALL WALL DESIGN: ------------ -- 54's ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 )i i GRAVITY LOAD - DEAD LOAD (KIP:) 0.06 - L_IVE LOAD (KIP) 0.4 OVERALL_ HEIGHT OF THE WALL - Hw (FEET): E OVERALL HEIGHT OF THE SOIL - Hr (FEET) : 5.5 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP) : 0.45 REACTION @ TOP OF WALL - Rt (KIP)., 0.114 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.32 HEIGHT OF F 0 9 SHEAF' - Hcy (FEET): 3.54 MOMENT - Mw (FT -KIP): 0.35 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916) 872-0254 SHEET � OF 7a AREA REINF. (IN''2) sdl (IN) SIZE & SFA (IN) ----------------------------------------------------- MIN. VERTICAL REINF. - .15 % (III"2) : 0.108 MIN. HORIZONTAL REINF. - .25 % (IN"2) : 0.180 DESIGN REINF. - VERTICAL: #4 @ 12 ! i •- HORIZONTAL: #4 @ 12 COMBINED STRESSES @ WALL 0.18 < 1.0 PROJECT : MOAK RESIDENCE JOB NO. : 3054 DATE : 6/1993 CALCIS BY : FLT FOOTING DESIGN: _______________ ` DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): DESIGN FOOTING — WIDTH (INCHES): — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): SLIDING RESISTANCE — Fr (KIP): / FLT ENGINEERING 5790 CLARK ROAD. PARADISE, CA (916) 872-0254 100 150 1500 200� 0.35 0 1500 ' 9.14 6.00 12.00 12.00/ ' 1.22 0.0 1218 < 1580 0.48 > 0.32 REINFORCEMENT 40 _____________ REINF @ TOP OF WALL (BAR #): 4 PROJECT : MOAK RESIDENCE JOB NO. : 3054 DATE : 6/1993 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL_ ----------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /9 OF 250 GRADE SLOPE RATIO: LEVET_ SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): PARALLEL FTGS. 1.5 YIELD STRENGTH REINF. (KSI) : 4o ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.06 - LIVE LOAD (KIP) 0.4: OVERALL_ HEIGHT OF THE WALL - Hw (FEET): 6 OVERALL HEIGHT OF THE SOIL - Hr(FEET): 7 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.74 REACTION C TOP OF WALL - Rt (KIP): 0.29 REACTION C BOTTOM OF WALL - Rb (KIP): 0.45 HEIGHT OF 101 SHEAR - Ho (FEET): 3.37 MOMENT - Mw (FT -KIP) : 0.55 AREA REINF. (IN�') 9d9(IN) SIZE & SPA (IN) --------------------------------------- 3.70 #4 @ 4.1 MIN. VERTICALREINF. - .15 % (IN"' ) : o. 1o8 MIN. HORIZONTAL REINF. - .25 % (IN''2): 0.180 DESIGN REINF. - VERTICAL: ##4 ` ' - HORIZONTAL: #4 @ 12 COMBINED STRESSES @ WALL 0.27 < 1.0 PROJECT : MOAK RESIDENCE JOB NO. : 3054 DATE : 6/1993 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): DESIGN FOOTING — WIDTH (INCHES): — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): SLIDING RESISTANCE — Fr (KIP): REINFORCEMENT -- _____________ REINF @ TOP OF WALL (BAR #): MAX. 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SUBJECT.............;.................................................................................:........ SHEET NO. .................:OF.................. ...... JOB NO.........�OT-f CHKD. BY ...................... DATE ........................ ..................... .................................................................................... .............................................................................................................................................................................................................................................................................................. L , ,4 . ,�%/No - 4c) , 0136'- [0-7- ?-rx �,//Zx Z + qp)/Z f �- C, D 7Tx Ole,r s c � tax l4 . T ,,4rs . �' ,,�o77X> (8 'P v ,0 Z5� STs C� , �• -- �i��'�1�'� ,LJ �Ds�ODt7 ��D� -,o/wo 3"o /3�?xlow x (,?CP f 3D) x ZZ/Z � Oe"L 24. d"ex. D/O/ D/19Gx �� t / It �tjX /fo ,V/ d;�72, e 6 /vO/Z = /%6 i¢sr��tE ,��?�!s reiB � ����� oc� �.fc� �i�'/D/TiES• —. P6, Ie(ZO r - 3) ?-Z- �� 'tea YA. �p�z✓�r- 6oG-G �a.�, Uive3l�vicet-� �z�% � s� A go e -,.s -- -gZ = , ¢'fin I2/ /9Z � rZ r �> ova 729 l���s J'trON SE W'ICBG Evaluation Service Inc. IMROOM T O eCM / � COOE _ J „ A subsidiary corporation of the International Conference of Building Officials 'roes • iM EVALUATION REPORT Report No. 2078 Copyright O 1988 [CBO [valuation service, Inc. October, 1988 Fling Category: ROOF, WALL AND FLOOR PANELS—Steel VERCO STEEL DECKS VERCO MANUFACTURING, INC. POST OFFICE BOX 14667 PHOENIX, ARIZONA 85063 I. Subject: Verco Steel Decks. H. Description: A. Deck Types: 1. Types HSB, N, W-3 and W-3 Decks. a. General: The decks are cold formed from steel sheets and are single -flute systems that are phosphatized/painted or galvanized. All galva- nizing complies with ASTM A 525 Coating Class G-60 or A-40. A suffix number such as B-24 indicates a deck cover width of 24 inches. Section properties and minimum design thicknesses are shown in Table No. I, and deck profiles are shown in attached drawings. Arc spot (puddle) welds for field assembly of steel decking must have a fusion area at least 3/8 -inch by 1 -inch or'/2-inch diameter. Seam welds are minimum 14= inches Iona. Minimum E60XX weld rods are used. Prior to installation, the welder must demonstrate his ability to produce the pre- scribed weld to the satisfaction of the welding inspector. See accompanying tables for allowable diaphragm shear and superimposed loads for each deck type - b. Type N Roof Decks: The decks are either galvanized or phosphatized/ painted. Galvanized decks are formed from ASTM A 446 Grade A, and the phosphatized/painted decks are formed from ASTM A 611 Grade C steel. Both have a minimum yield strength of 33,000 psi. The decks are available in acoustical patterns that consist of '/a -inch - diameter perforations staggered at 3/8 inch on center. No fire rating may be assumed with the acoustical deck. c. Types B. HSB, BR, N, W-2, and W-3 Formlock Decks: The decks are galvanized or phosphatized/painted and formed from the same steels as Type N, having a minimum yield strength of 38,000 psi. 2. Vercor and Vercor Ventlok Decks: The decks are formed from ASTM A 446 Grade E steel with a galvanized G-60 coating class in accordance with ASTM A 525. They may be used for diaphragm purposes when a low -strength concrete fill having a minimum depth of 2 inches above the top flutes is applied. The lightweight concrete must conform to the following specifications: a. Oven -dry weight, 25 to 30 pounds per cubic foot. b. One -to -six mix by volume of cement to aggregate. c. Aggregate shall comply as a Group I aggregate per ASTM C 332. Cl. The lightweight concrete most be tested in accordance with "Tests of Compressive Strength of Lightweight Insulating Concrete," ASTM Designation C495, and must have a minimum 3 -inch diameter by 6 - inch cylinder compressive strength of 140 pounds per square inch. 3. SHEARTRANZ®: This consists of a special end support connection weld with No. 16 gauge Z- or channel -shaped sections for use with N-24 or HSB-30 or -36 decks. The SHEARTRANZ® is used only at shear collecting elements transverse to the corrugations. All end laps at end supports must be a minimum 2 inches and fastened to supports with arc spot (puddle) welds as required by design. See details. 4. System 80: This system consists of galvanized HSB-30 or HSB-36 Ventlok decks and SHEARTRANZ. Fill consists of Zonolite Concrete with or without Insulperm Board where Zonolite Concrete and Insulperm Board are constructed in accordance with Evaluation Report No. 3260. See Figure No. 1. The system may also be used with insulating concrete and insulation board constructed in accordance with Evaluation Report No. 3536. Allowable diaphragm shear values are presented in Table No. XVII. B. Composite Decks for Floors and Roofs: 1. General: These decks are the same material and finish as described above, but with various depths of concrete as set forth in accompanying tables, and web and flange em- bossments designated as Formlok. Concrete is made with normal rock or expanded shale aggregates and must have a minimum 28 -day compressive strength of 3,000 psi. The minimum concrete fill thickness is 2 inches above the top of the steel deck. The deck types used with concrete fill are as follows: a. Types B-36 Formlok. b. Type N-24. c. Type W2-36 and W3-36 Formlok. Where bearing lengths at reaction points of decks do not comply with minimum values to Table No. XVIII, separate analysis for web crippling is required in accordance with U.B.C. Standard No. 27-9, Section 27.917. Requirements in Table No. XVIII apply to bare decks and to composite decks during the construction phase only, prior to concrete acquiring mini- mum compressive strength. C. Restrained Fire -resistive Ratings: 1. Types Vercor, Vercor Ventlok, B and N decks may be used for a two-hour fire -resistive roof deck with exposed soffit, subject to the following conditions: a. The fill type, thickness and construction are as set forth in Evaluation Report No. 2434, or as set forth in Table No. 43-C of the code. b. The maximum clear span for No. 26 gauge deck shall be limited to 6 feet 8 inches and for heavier gauge decks to 8 feet 6 inches. c. The decks are attached to supporting structural elements as set forth in the accompanying tables. 2. Types B, BR, N, W-2 and W-3 Formlok when used with a structural concrete fill shall have a two-hour fire -resistive rating with exposed under- side when used as either a roof or floor, provided: a. The maximum clear span for B and BR Formlok shall be limited to 12 feet 0 inch and the W-2, W3-36 and N Formlok shall be limited to 13 feet 2 inches. b. The minimum gauge of steel is No. 22 manufacturer's standard gauge. c. No electrical raceways are placed in the concrete fill. Cl. The minimum attachments to the supports are as follows: (i) All end welds at each support shall be 1/2 -inch effective diameter arc spot (puddle) welds as required for diaphragm shears, but there shall be not less than four welds for B-30 and B-36, three for B-24, and one in each valley for W-2, and W-3 Formlok decks. Where arc -spot welds and shear studs coincide, the arc spot weld may be eliminated. (ii) Attachment to chords or struts shall be welds as required for dia- phragm shear with concete fill. (iii) Side -lap attachments shall be button punched at 3 feet 0 inch on centerfor B, N, W-2 and W-3 decks. For BR decks use a 1'/2 -inch seam weld 3 feet on center. e. The minimum concrete fill thickness above the deck top flange must be either 31/4 inches for structural lightweight concrete having a unit weight of 110 ± 3 pounds per cubic foot and compressive strength of 3000 psi or 41/2 inches for normal -weight concrete having a unit weight of 150 ± 3 pounds per cubic foot, and compressive strength of 3500 psi. f. The concrete fill is to be reinforced' with 6 x 6—W 1.4 x W 1.4 gauge welded wire fabric, minimum, placed at the approximate center of the concrete. 3. Additional fire -resistive rating for Types B, BR, W-2, and W-3 Formlok decks: a. One-hour rating with 21/2 inches of 3000 psi lightweight (110 pcf) structural concrete or 31/2 inches of 3500 psi normal -weight (150 pcf) concrete over top flute of deck. b. Three-hour rating with 41/4 inches of 3000 psi structural lightweight (110 pcf) concrete over top flute of deck. 4. One- and two-hour restrained fire -resistive ratings for steel decking with Zonolite insulating concrete and Insulperm insulation board are de- scribed in current Evaluation Report No. 3260. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 41 W , Page 38 of 41 Report No. 2078 TABLE NO. XIX -DIAPHRAGM SHEAR VALUES, q, AND FLEXIBILITY FACTORS, F, FOR INVERTED VERCOR DECK WITH TEKS SCREWS tq-allowable shear on diaphragm, in pounds per foot of deck width. F -average microinches a diaphragm web will deflect over a span of 1 foot under a shearof 1 pound per toot. R -Ratio of vertical load span of deck, Lv, to length of each deck panel, L,. R = LvIL,. -The spacing of TEKS Screws, a,, to chords, struts and shear transfer elements, parallel to panel flutes, is equal to: a, = 11,600t%, Where: a, = Center to center spacing of screws. in feet. t = Base metal thickness of deck sheet, in inches. q, = Actual shear on diaphragm, in pounds per lineal foot. The equation may also determine fastener spacings along an overlapping seam in which either adjacent panel is cut to less than 36 inches wide. 3Screws must be No. 12-24TEKS/5, 11/4 inch long orTEKS/4, 7/8 inch long for deck to support fastening, and No. 12-14 TEKS/1, 7/4 inch Ione fordeck-to-deck seam fastening. See Evaluation Report No. 3056 for additional details. 'See Table No. XVI for diaphragm flexibility limitations. SDeck to support fastener patterns are as described in Figure No. 3. EIGHT TEKS SCREWS PER SUPPORT FOUR TEKS SCREWS PER SUPPORT SPACING OF TEKS, TEKS, SEKS, San Feet Sen Feet 4 5 1 6 7 1 6 9 10 4 5 1 6 7 6 9 /0 Feet FACTOR q 233 231 231 230 230 229 229 215 218 219 220 221 222 223 1 12.1 + 11.0+ 10.3+ 9.8+ 9.4+ 9.1+ 8.9+ 12.5+ 11.2+ 10.4+ 9.9+ 9.5+ 9.1+ 8.9+ F 33.4R 26.7R 22.3R 19.1R 16.7R 14.9R 13AR 265.9R 212.7R 177.3R 151.9R 132.9R 118.28 106AR q 156 155 154 154 153 153 153 139 141 143 144 145 146 146 26 1.5 14.9+ 13.3+ 12.3+ 11.5+ 10-9+ 10.5+ 10.1+ 15.8+ 13.9+ 12.6+ 11.7+ 11.1 + 10.6+ 10.2+ F 33.4R 26.7R 22.311 MIR 16.7R 14.9R 13AR 265.98 212.78 177.3R 151.9R 132.9R 118.2R 106AR q 118 117 116 115 115 115 114 .106 103 105 106 107 107 108 2 17.6+ 15.6+ 14.2+ 13.2+ 12.4+ 11.9+ 11.4+ 1`9-4'+ 16.6+ 14.9+ 13.6+ 12.7+ 12.0+ 11.5+ F 33AR 26.78 22.3R 19.IR 16.7R 14.9R 13.411 265.9R 212.7R 177.3R 151.9R 132.9R 118.2R 106AR q 325 319 314 311 309 307 306 296 296 296 296 296 296 296 l 9.1+ 8.3+ 7.9+ 7.5+ 7.2+ 7.0+ 6.8+ 9.4+ 8.5+ 8.0+ 7.6+ 7.2+ 7.0+ 6.8+ F 22.5R I8.OR 15.OR 12.8R 11.2R IO.OR 9.011 178.9R 143.1R 119.2R 102.2R 89.48 79.5R 71.5R q 226 219 215 212 210 208 206 197 196 196 196 196 1 196 196 24 1.5 10.9+ 9.9+ 9.2+ 8.7+ 8.3+ 8.0+ 7.8+ 11.6+ 10.3+ 9.5+ 8.9 + 8.4 + 8.1+ 7.8 + F 22.5R 18.OR 15.OR 12.8R 11.2R IO.OR 9.OR 178.9R 143.IR 119.2R 102.2R 89AR 79.SR 71.5R q 176 169 165 162 160 158 157 147 147 147 147 147 147 147 2 12.6+ 11.4+ 10.5+ 9.9+ 9.4+ 9.0+ 8.7+ 13.9+ 12.2+ 11.0+ 10.2+ 9.6+ 9.1+ 8.8+ F 22.58 18.OR 15.OR 12.8R 11.2R IO.OR 9.OR 178.9R 143.1R 119.2R 102.2R 89AR 79.SR 71.5R q 429 415 406 399 394 390 387 386 382 379 376 375 374 373 1 7.2+ 6.7+ 6.3+ 6.0+ 5.8+ 5.7+ 5.5+ 7.4+ 6.8+ 6.4+ 6.1+ 5.9+ 5.7+ 5.5+ F 16AR 13.1R 10.9R 9.3R 8.2R 7.3R 6.5R 130AR 104.1R 86.7R 74AR 65.IR 57.8R 52.OR q 306 292 283 276 271 267 264 263 258 255 253 252 251 250 22 1.5 8.4+ 7.8+ 7.3+ 7.0+ 6.7+ 6.4+ 6.3+ 9.0+ 8.2+ 7.6+ 7.1+ 6.8+ 6.5+ 6.3+ F MAR 13. IR 10.9R 9.311 8.28 1 7.3R 6.5R 130.IR 104.1R 86.7R 74AR 65.IR 57.8R 52.OR q 245 231 221 215 210 206 203 201 197 194 192 190 189 188 2 9.5+ 8.8+ 8.2+ 7.8+ 7.5+ 7.2+ 7.0+ 10.6+ 9.5+ 8.7+ 8.1+ 7.7+ 7.3+ 7.0+ F 16AR 13AR 10.98 9.3R 8.2R 7.3R 6.5R 130.111 104.1R 86.7R 74.4R 65AR 57.88 11 52.OR q 543 519 503 492 483 477 472 483 472 466 461 457 454 452 1 5.9+ 5.5+ 5.3+ 5.0+ 4.9+ 4.8+ 4.7+ 6.1+ 5.7+ 5.3+ 5.1+ 4.9+ 4.8+ 4.6+ F 12.6R 10.1R 8AR 7.2R 6.3R 5.6R 5.OR 1O0.1R 80AR 66.7R 57.2R 50.1R 44.58 40.OR q 397 372 356 345 337 330 325 336 326 319 314 310 308 305 20 1.5 6.8+ 6.4+ 6.0+ 5.8+ 5.6+ 5.4+ 5.3+ 7.3+ 6.7+ 6.2+ 5.9+ 5.6+ 5.4+ 5.3+ F 12.6R 10.18 I 8AR 7.2R 6.3R 5.6R 5.OR IOOAR 80AR 66.7R 57.2R 50.1R 44.5R 40.OR q 323 299 283 272 263 257 252 263 253 246 241 237 234 232 2 7.6+ 7.1+ 6.7+ 6.4+ 6.2+ 6.0+ 5.8+ 8.5+ 7.7+ 7.1+ 6.7+ 6.4+ 6.1+ 5.9+ F 12.68 IO.IR 8AR 7.28 6.3R 5.6R 5.OR 100.1R 80AR 66.78 57.28 50AR 44.58 40.OR tq-allowable shear on diaphragm, in pounds per foot of deck width. F -average microinches a diaphragm web will deflect over a span of 1 foot under a shearof 1 pound per toot. R -Ratio of vertical load span of deck, Lv, to length of each deck panel, L,. R = LvIL,. -The spacing of TEKS Screws, a,, to chords, struts and shear transfer elements, parallel to panel flutes, is equal to: a, = 11,600t%, Where: a, = Center to center spacing of screws. in feet. t = Base metal thickness of deck sheet, in inches. q, = Actual shear on diaphragm, in pounds per lineal foot. The equation may also determine fastener spacings along an overlapping seam in which either adjacent panel is cut to less than 36 inches wide. 3Screws must be No. 12-24TEKS/5, 11/4 inch long orTEKS/4, 7/8 inch long for deck to support fastening, and No. 12-14 TEKS/1, 7/4 inch Ione fordeck-to-deck seam fastening. See Evaluation Report No. 3056 for additional details. 'See Table No. XVI for diaphragm flexibility limitations. SDeck to support fastener patterns are as described in Figure No. 3. P 4;� 1M .G rm..E ICBG Eval uatil n Service, Inc. '4L W � ""w A subsidiary corporation of the International Conference of Building Officials com z � n ' 9e5• TM EVALUATION REPORT Report No. 4627 Copyright © 1992 ICBO Evaluation Service, Inc. February, 1992 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) KWIK BOLT -II AND POST NUT KWIK BOLT -II HILT[, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Kwik Bolt -II and Post Nut Kwik Bolt -II II. Description: A. Kwik Bolt -II: Kwik Bolt -II (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured from either a carbon or stainless steel material. The carbon steel Kwik Bolt II stud is made from AISI 1038 or from AISI 1144 materials. The wedges are made of AISI 1010 steel except Kwik Bolt -II (KB -II) 3/4 x 12, KB -II 1 x 6, KB -II 1 x 9, and KB -II 1 x 12 have AISI 304 (stainless steel) wedges. All carbon steel components are zinc plated. Each component of the stainless steel Kwik Bolt -II is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded at the upper end. The tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three -section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the pre- drilled hole to provide the anchorage. Allowable tension and shear values in normal -weight concrete are tabulated in Tables Nos. II and III forthe car- bon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table No. VI. B. Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -II concrete anchors consist of either a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The stud threaded end is fabricated to accept a threaded post nut whose outside diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration.Allowable tension and shear values in 3,000 psi normal -weight concrete for carbon and stainless anchors are tabulated in Table No. IV. C. Installation: 1. Kwik Bolt -II anchor is installed in concrete with a pre- drilled hole of approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by at least two anchor diameters to permit overdriving of anchors and provide a dust free area. The anchor is hammered into the predrilled hole until at least six threads are belowthe surface. The nut is then tightened against the washer until the torque values specified in Table No. I are attained. Minimum embedment depths, edge and spacing requirements are set forth in Table No. I -A. 2. The Post Nut Kwik Bolt -II anchor is installed in a predrilled hole in con- crete approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by approximately two anchor diameters to permit overdriving and provide a dust free area. The anchor is tapped into the hole until the post nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor tapped again until the post nut is again in contact with fastened material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 306 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify an- chor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. Identification: The anchors are identified in the field by dimensional characteristics and packaging. The packaging label indicates the man- ufacturer's name and address and the size and type of anchor. A length identification code letter is stamped on the threaded end of the bolt. See length identification system, Table No. V. III. Evidence Submitted: Descriptive data, tension and shear test re- sults. Findings IV. Findings: That the concrete anchors described in this report com- ply with the 1991 Uniform Building Code, subject to the following condi- tions: 1. Allowable shear and tension values are limited by Tables Nos. II through IV, 2. Minimum embedment, spacing and edge distances, and other installation details are as set forth in Tables Nos. I and I -A. 3. Allowable loads for anchors subjected to combined shear and tension forces are be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless adequa- cy is determined by tests and approved by the local building offi- cial. 5. Allowable loads are not increased for wind or seismic forces. 6. Expansion anchors are installed in holes predrilled with a Hilti carbide -tipped drill bit, manufactured by Hilti, Inc. This report is subject to re-examination in one year. Evaluation reports of ICBG Evaluation Service. Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any otherattributes not specifically addressed noras an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but dues not possess test facilities to make an independent verification. There is no warrant), by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report oras io any product corered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 oPage 2 of 4 Report No. 4627 DC TL lr . L p E TABLE NO. 1— INSTALLATION SPECIFICATION' 'These details are for the KB -II anchor. Refer to the evaluation report for additional Post Nut anchor information. TABLE NO. I -A ANCHOR SPACING AND EDGE DISTANCE REOUIREMENTS1,z3,4,5 DESCRIPTION SETTING DETAILS KB -II 114 Inch KS -II 3/5 inch ANCHOR SIZE KB -II. KB -II 1/2 Inch 5/8 Inch KB -II ala Inch KS -II 1 inch BD = D drill bit size = anchor diameter (Inches) 1/4 3/a 1/2 5/8 3/4 1 E depth of embedment (minimum/standard) (Inches) 31/4 43/4 41h 6 AS spacing required to obtain maximum working load (Inches) 3 DC wedge clearance hole (Inches) 5/16 7/16 9/16 11/16 13/16 11/8 L anchor length (min/max) (Inches) 13/4 41/2 21/8 7 23/a 1 7 31h. 1 10 41/2 12 6 1 12 TL thread length std./extra thread length (Inches) 3/4 3 7/e 4 11/4 4 1'/z 4'/z 11/2 1 4'/z 21/, 1 0/2 M installation : Stainless Steel torque (ft. -lbs.) : Carbon Steel : min. E guide values : std. E 4 4 7 20 ?0 25 30 30 45 75 75 95 150 150 225 200 200 350 BMT min. base material thickness (Inches) 3" or 1.3 x Embed. depth whichever is greater Shear Tension 13/4 11/8 'These details are for the KB -II anchor. Refer to the evaluation report for additional Post Nut anchor information. TABLE NO. I -A ANCHOR SPACING AND EDGE DISTANCE REOUIREMENTS1,z3,4,5 DESCRIPTION ANCHOR SIZE Ila Inch 3/8 inch tlz inch 5/5 inch 3/4 Inch 1 Inch EMBEDMENT minimum/standard (Inches) 148 2 Is/8 1 21h 21/4 31/z 23/4 4 31/4 43/4 41h 6 AS spacing required to obtain maximum working load (Inches) 3 3 4'/2 41/2 6 6 71/2 71/2 9 9 12 12 ASmin minimum allowable spacing between anchors (inches) 11/2 11/2 244 21/4 3 3 33/4 33/4 4'/2 41/2 6 6 ED edge distance required to obtain maximum working load (Inches) Shear Tension 3318 13/4 33/8 3 47/8 21/2 47/8 33/4 63/4 33/8 63/4 51/4 844 41/8 844 6 93/4 4'/8 93/4 71/8 134, 63/4 13'/2 9 EDmin minimum allowable edge distance (Inches) Shear Tension 13/4 11/8 1 131, 2 2'/2 IS/8 2'/2 242 33/8 244 3318 31/2 41/8 23/4 41/8 4 47/8 31/4 47/8 43/4 63/4 4'/2 63/4 6 'When using EDmin and the load is shear• reduce the working load by 50 percent. '-When using EDmin and the load is tension. reduce the working load by 20 percent. 3For AS and ED of anchors with actual embedments between the listed embedments, use the linear interpolation. 4For AS and ED of anchors with embedments greater than the deepest embedment listed, use the value for the deepest embedment shown in the table. 3Data in this table and the footnotes apply to all anchors covered in this report. n R �A J Page 3 of 4 TABLE NO. 11 -KB -11 CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1.4 Report No. 4627 ANCHOR DIA. (Inchas) DEPTH EMBED. (Inches) f'< = 2000 psi Tension with, Without' Sp.lnsp. Sp.lnsp. Shear f', = 3000 psi Tension With' Without' Sp.lnsp. Sp.lnsp. Shear f', = 4000 psi Tension With' Without' Sp.lnsp. Sp.lnsp. Shear f, = 6000 psi Tension Wtth2 Without' Sp.lnsp. Sp.lnsp. Shear 1/4 11/8 250 125 400 310 155 400 360 180 400 440 220 400 1/4 1 2 525 265 400 1 550 280 400 590 295 400 625 315 400 1/4 33/4 625 315 400 625 315 400 625 315 400 625 315 400 3/8 15/8 500 250 925 615 310 975 710 355 1,025 800 400 1,025 3/8 21/2 1,125 565 1,100 1,210 605 1,100 1,290 645 1,100 1,450 725 1,100 3/8 41/4 1,250 625 1.100 1,300 650 1,100 1,350 675 1,100 1,450 725 1,100 1/2 21/4 1,100 550 1,810 1,230 615 1,840 1,365 680 1,840 1,625 815 1,840 1/, 31/2 1,750 875 1.840 2,000 1,000 1,840 2,250 1,125 1,840 2,625 1,315 1,840 1/, 6 1,950 975 1,840 2,165 1,080 1,840 2,375 1,190 1,840 2,625 1,315 1.840 5/3 23/4 1,500 750 2,875 1,750 875 2,875 2,000 1,000 2,875 2,500 1,250 2,875 5/3 4 2.250 1.125 3,125 2,670 1,335 3,125 3,090 1,545 3,125 3,925 1,465 3,125 5/8 7 3,000 1,500 31125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1,965 3,125 3/4 31/4 1,850 925 3,875 2,175 11090 3,875 2.500 1,250 3,875 3,000 1,500 3,875 3/4 43/4 2,750 1,375 4,225 3,875 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 3,t4 8 3,750 1,875 4,225 4,625 2,315 4,225 5,500 2,750 4,225 5.925 2,965 4,225 1 41/2 2,930 1,465 6,625 3,800 1,900 7,125 4,375 2,190 7,625 4,360 2,180 8,625 1 6 3,990 1,995 8,625 5,625 2,810 8,625 6,625 3,315 8,625 7,875 3,940 8,625 1 9 6,090 3,045 8,625 7,190 3,595 8,625 8,125 4,065 8,625 10,000 5,000 8,625 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 2These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III-AISI 304 AND 316 STAINLESS STEEL KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) f', = 2000 psi Tension With' Without' Sp.lnsp. Sp.lnsp. Shear f', = 3000 psi Tension With2 Without' Sp.lnsp. Sp.lnsp. Shear f, = 4000 psi Tension With' Without' Sp.lnsp. Sp.lnsp. Shear f, = 6000 psi Tension With' Without' Sp.lnsp. Sp.lnsp. Shear 1/4 11/8 300 150 525 315 156 540 325 165 550 350 175 550 1/4 1 2 440 220 550 1 520 260 550 520 260 550 520 260 550 1/4 33/4 520 260 550 520 260 550 520 260 550 520 260 550 3/8 15/8 400 200 825 460 230 950 515 260 1,075 625 315 1.150 3/8 21/2 875 440 1.250 1,025 515 1,250 1,175 590 1,250 1,350 675 1,250 3/8 41/4 1,000 500 1.250 1,250 625 1,250 1,350 675 1,250 1,350 675 1.250 1/2 21/4 800 400 1,700 1,000 500 1,740 1.200 600 1,775 1,250 625 2,085 1/2 31/2 1,250 625 2.085 1,625 815 2,085 2,000 1,000 2,085 2,250 1,125 2.085 1/2 6 1,375 690 2,085 1,765 880 2,085 2,150 1,075 2,085 2,550 1.275 2,085 5/8 23/4 1.175 590 2.625 1,500 750 2,875 1,700 850 3,125 1,800 900 3.125 5/8 4 1,750 875 3,125 2.250 1,125 3,125 2,750 1,375 3,125 3,000 1.500 3.125 5/8 7 2.250 1,125 3,125 2,825 1,415 3,125 3,425 1,715 3,125 3,425 1,715 3.125 3/4 31/4 1,450 725 2.700 1,825 915 3,100 2.200 1,100 3,500 2,450 1.225 4,500 3/., 43/4 2.350 1.175 4,225 3,050 1.525 4,365 3.625 1.815 4.500 4,375 2.190 4,500 3/4 8 2,750 1,375 4,500 3.625 1,815 4,500 4.250 2,125 4,500 4,800 2.400 4,500 1 41/2 2.925 1.465 5.700 3,625 1,815 6,350 4.325 2.165 7.000 4,500 2.250 7.000 I 6 4,125 2.065 7,000 6,000 3.000 7,000 6.750 3.375 7,000 6,875 3,440 7,000 1 9 5.250 2.62.5 7.000 7,500 3.750 7.000 8.800 4,400 7,000 8.800 4,400 7.000 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. 2Thesc tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. Page 4 of 4 TABLE NO. IV—POST NUT KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)',° ANCHOR DIAMETER/MATERIAL (Inches) MINIMUM DEPTH OF EMBEDMENT (Inches) r', = 3000 psi K' L M N 0 Tension Without' With' Special Special Inspection Inspection Shear 1/4 Carbon Steel 11/8 420 210 330 1/4 Stainless Steel 111/8 1 450 225 470 3/8 Carbon Steel 15/8 760 380 700 3/8 Stainless Steel 15/8 830 415 1,250 IThe tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. 2These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchordiameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM Report No. 4627 STAMP ON ANCHOR A B C D E F G H I J K' L M N 0 P 0 R S T U V W X Y Z Length From 11/2 2 21/2 3 31/2 4 41/2 5 51/2 6 61/2 7 71/2 8 81/2 9 91/2 10 11 12 13 14 15 16 17 18 of anchor 400 400 755 1,100 1,370 1,840 2,480 3,125 3,170 4,135 105 150 190 315 340 500 555 825 770 11,100 210 300 380 630 685 1,000 1,110 1,650 1.545 12.200 180 225 310 485 550 800 785 1,150 1,100 1 1,625 360 450 625 975 1,100 1,600 1.575 2,300 2.200 1 3,250 5 (Inches) 15 25 30 65 75 135 150 Up to 2 21/2 3 31/24 41/2 5 51/2 6 61/2 7 71/2 8 81/2 9 91/2 10 11 12 13 14 15 16 17 18 19 but not including TABLE NO. VI—KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT EXPANDED SHALE -AGGREGATE CONCRETEI,4 ANCHOR SIZE (Inches) EMBEDMENT DEPTH (Inches) TORQUE (Ft. -Lb.) SHEAR (Pounds) TENSION (Lbs.) WITHOUT SPECIAL INSPECTION' TENSION (Lbs.) WITH SPECIAL INSPECTION' TENSION (Lbs.) WITHOUT SPECIAL INSPECTION' TENSION (Lbs.) WITH SPECIAL INSPECTION' f, > 2000 psi ' Vc = 2000 psi r'c = 4000 psi 1/4 3/8 1/2 5/8 3/4 11/8 2 15/8 21/2 21/4 31/2 23/4 4 31/4 43/4 4 400 400 755 1,100 1,370 1,840 2,480 3,125 3,170 4,135 105 150 190 315 340 500 555 825 770 11,100 210 300 380 630 685 1,000 1,110 1,650 1.545 12.200 180 225 310 485 550 800 785 1,150 1,100 1 1,625 360 450 625 975 1,100 1,600 1.575 2,300 2.200 1 3,250 5 15 15 25 30 65 75 135 150 'The tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the compressive strength at the time of installa- tion. Concrete aggregate must comply with U.B.C. Standard No. 26-3. '-These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 31'hese tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. � AiL. CERTIFIED MAIL James A. Moak dv igmy c7- Oroville, TOroville, CA 95965 a Dear Mr. Moak: O—S- V-ile,,JPol �ww+ 01/%-/ (t, s� b 1 r la,�y �i r) i *.gin, - March 25, 1986 ri RE: Permits and Inspections A.P. #58-52-42 With reference to the above subject, on February 25, 1986, we wrote you a letter requesting that you obtain the required permits and the required inspections from this office for the work you have done as follows: Constructed a dwelling and installed a mobilehome on your property located at 4394 Big Bend Road, Oroville. Since both permits and inspections are required by both State and County laws, unless you have obtained the 'required permits and made arrangements for the required inspections within ten days of the date you receive this letter, the matter will be referred to the proper authorities for appropriate action. Should you have any questions concehing this matter, please contact us. C' OA'� b6,V-q-(? -TITLI'Z Z Yours very truly, v Esc, i I- r William Cheff �J C.A�il0 V IDT Director of Public Works � Z �, z�—�lz.•Z. CDI JFG: ahb cc: Building Inspector - Oroville Original- ignQ By I G- G-I-nder J.F. Glander Chief Building Inspector Q:C,' platint-Date b,i1 hir-Date Owner:- Address wner•Address Tenant: Building Location: BUTTE COUNTY -DEPARTMENT OF PUBLIC WORKS C(�" SPECIAL INSPECTION REPORT UUU ZONINGIF-R-2== - A. P. Type of Inspection requested: Date of Inspection _ Inspector �. 1. Housing / / 2. Financing / / 3. Change of Occupancy to 4. Work W/0 Permit / / Other (specify) Present use of building: Z5 i A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and.space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: , 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Stairs:(Rise, Run, Headroom, 1HR, Tolerance$,Handrails) 15. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: 2S�1,57 ovigina, O�� v D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater`. 3. Gas heating vents: _ 4. Comments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Energy:. 7. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6: Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Prnblem or violation (2 2. Whkt Action tyaken (give complete description): Tete description) : 3. What action recommended: A. Information only - file. B. Hold for ten days, then write letter. C. Write letter. D. Other: TrM ��Rnmq ~_ - File No BUTTE COUNTY. 'For Action 1, 2, 3) Public Works Dept. (For Information e ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dey. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. County Counsel 'Department of Public Works Building Permit - A.P. #58-52-42 April 16, 1986 With reference to the 'above subject, attached are copies of correspondence sent to James A. Moak about a dwelling he constructed and a'mobile home he installed without permits,=inspections;and approvals from this office. To date, we have had no reply. Would you please send him the normal letter about obtaining permits. Should you have any questions concerning this matter, please contact this office. Original signed by I F. Glander r J.F. Glander JFG:ahb Chief'Building Inspector Attachments . 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O -I8 -7:3��''tt O Sex HcirGRRY EyesHeight Q` Weight/p� tithe s. Occupation / Social Security No. OFFENSES)29AADoF% $ % /%LE 25 C. COP)?. Q Butte County Code Section Description of Offense XNPRACT/OA/S k ,. /0l8 RAMADA 8ERM17- REQUIRED W 2./0Y8 RAMA DA "A/ REQuiRED (n _ /n/o QIrnoA.."1rAAA1%r- N ry 44 5. nn Location Offense(s) Committed./7�5�—J`ZO ,f/ TO6i•N C'T, �\ El Offense item nurrber(s) not committed in my presence, certified 1� on information and belief. . I certify under penalty of perjury that the foregoing is true and correct. Executed on the date shown above at0(✓j%F Cdg&1'1b , California X Signature of- Code Enforcement Officers*y D. ` f /►'�� Name of Code Enforcement OfficerJd Pre--�e h MADDEN WITHOUT ADMITTING GUILT, I PROMISE TO APPEAR AT THE TIME _ AND PLACE INDICATED BELOW: X Signature C/ 7-47-10 AJ 0741LE o Before a Judge or Clerk of the County Municipal Court located - at: ORO PA C E MVA&C%Ai4L C(.'YJR- FRiDAY Date '%A/Q 20 M19 9Z Time 7 Q•(%O'4%1 Form approved by the Judicial Council of California. 11/4/88 SEE REVERSE SIDE White, COURT COPY Yellow, VIOLATOR'S COPY Pink, FILE COPY File No. BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept, (For Information If ) Director , Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. Jeff Madden, Code Enforcement Officer J.F. Glander Citation June 11, 1992 Attached are copies of correspondence for the following owner and location: James Aury Moak --- A.P. #58-52-42 Would you please issue a citation so this violation may be resolved. Should you have any questions, please contact this office. — Z/`�' RT:dms J.F. Glander Manager, Building Inspection James Aury u4 Tobin Dr Oroville, C May 6, 1992 RF: Building Code Violations A.P. #58-52-42 4394 Big Bend Road Oroville Dear Mr. Moak: We sent you a warning letter dated March 25, 1986 notifying you that you are in violation of the Butte County Code at the above referenced location. As of this date, the following violations still exist. (1) Failure to obtain the required permits, inspections and approvals from this office for construction of a single family residence in violation of the 1982 Uniform Building code, adopted by Section 26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Sectio 305(a) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy The above violation shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties, within thirty (30) days of the date of this letter. After permit issuance and field authorization to pro- ceed, the work must be completed and approved by this office within the permit specified time. (2) al to obtain the required permits, inspection from this office mobilehome installation in ♦' on of the Butte County Zoning Code as o (a) Secti --FR-2 zone allows single family dwelling per parcel The a violation shall be corrected or abated by ceasing and g -- occupancy or use a mobile and removing it erty or convert- ing it to dead store a days of the date of this letter. PRObF OF SERVICE BY 'KAIL I am over -the age of 12 and not a party to this cause. i I am a resident of and employed in the count7 where the mailing i occurred-. My business address is Butte County Department of Public Worcs #7 County Center Drive California. Oroville CA 959E5 I served the foregoing 307Day Violation Letter by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage fully prepaid on 6th. of May 19 92, and addressed as follows: James Aury Moak #4 Tobin Drive Oroville, CA 95965 I declare under penalty of perjury under the laws of t_t_ of r:d correct and that this declaration was executed on 5/6/92 at Oroville California. Mr. James A. Moak 4394 Big Bend Road Oroville, CA 95965 RE: A.P. #58-52-42 Dear Mr. Moak: t A U I 'i _....._._......._.- __..._., .".,...,RIVE OROVILLE, CALIFORNIA 95965-3381 TELEPHONE: (916) 534.4621 April 25, 1986 It has been brought to our attention by Mr. Jim Glander, Chief Building Inspector for the Butte County Public Works Department, that you have constructed a dwelling and installed a mobile home on your property located at 4394 Big Bend Road in the Orov�ille area, without obtaining the required permits and inspections. Section 26-1 of the Butte County Code -'states that the County has adopted the 1979 Edition of the Uniform Building Code. The Uniform Building Code requires that all persons constructing buildings within the County of Butte, except for agricultural buildings, are required to obtain a permit from the County Building Department. Section 26-6 of the Butte County Code states that: "It shall be unlawful for any person, firm, or corporation to erect, construct, alter, repair, move, remove, improve, convert, demolish or equip any building or structure in the unincorporated areas of the County or to cause the same to be done contrary to or in violation o.f any of the provisions of this chapter. "The use or occupancy of any building in violation of any of the provisions of this chapter is hereby declared to be a public nuisance and may be abated in a manner provided by law." Section 1-7 of the Butte County Code provides that any violation of any provision of the Code consti't'utes a misdemeanor, or in the discretion of the District Attorney, be charged as an infraction. The penalty for a misdemeanor',is punishment by a fine not exceeding $500.00 or imprisonment: The punishment.for an infraction shall be a fine not to exceed the sum of $500.00. Mr. James A. Moak .Page 2. April 25, 1986 Therefore, you are to immediately cease occupying the dwelling you have constructed and the mobilehome you have installed on your property located at 4394 Big Bend Road in the Oroville area, until you have obtained the proper permits, inspections and approvals, from the Butte County Department of Public Works. Very truly yours, HARVEY J LLACE Butte ounty Counsel HW:je cc: Jim Glander Chief Building Inspector ca ZJ r� �4:,Ci �].Cmpaint-Date Gj dch�c-Date BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT �--' ZOh ING Owner.: li �iP S A- A.P. �� _ �r� - Ll Z: Address Tenant Building Location: Type of Inspection -requested: rM IM Date of Inspection'.2-.1 6 Inspector �. / / 1. Housing _./ / 2. Financing / / 3. Change of Occupancy to � 4.. Work W/O Permit / / 5. Otter (specify) Present use of building: F Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13.' Rubbish and garbage facilities: 14. Stairs:(Rise, Run, headroom, 1HR, Tolerances,Handrails) 15. Comments: Structural - 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5... Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: 25-. 01li pta J ea4 o PAt D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater:: 3. Gas heating vents: 4. 'Comments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: _ 4. Weather protection: 5. Underfloor and attic ventilation: 6. Energy:. 7. Comments: F. Commercial Buildings_ 1. Roof covering: ' 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: _ 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Prsiblem or violation (g 2. Wh t Vion tfken (give c Lk Q�y` i 3. What action recommended: complete description cription : 7— en �� i a 'r%c T e description) : / / A. Information only - file. B. C. D. Hold for ten days, then write letter. Write letter. Other: 11 r R.+. ... .. � .. - .... .... r �.-.. � .. -. ,Y .....-^-^-..i...r�--�.�+�. .. _� .� ♦ n. `.. �....-�_+.w-`1. _ ^mss � � ...� .. ... BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. /i& a -al Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESS R PAQCEL 0-0 D ZONING OWNERb moi' r _ PHONE NO. OWNER' DD /� ��OT�II �e GZ �G rO.S LOCATION OF E3UJLDING USE OF BUILDING ) & �G�J SIZE OF STRUCTURE 20 t'I�7 —'X = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING n ROOF COVERING FLOOR TYPE ESTIMATED COST OF CO!' gTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: t 1�Lt� (j 'A,,. -• /J.Q 0 � RQQ FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date' C� Signature of Owner 4CZ44 -% Aya't'� aid - Permit Fee - $60.00, r j/ The above described AG Building is exempt from a b ilding permit. t F 0 PA EL P.D.i ROOF)iVG I S Receipt No. `� 111 111 V �/ Manager Building Division By Date 1( 249 White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant ;Y , ., a 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 WARNING NOTICE Owner: James Aury Moak Trust Date: November 23, 1992 Address: 4 Tobin Court Oroville, CA 95965 AP#: t058=520=042 YOU ARE HEREBY NOTIFIED THAT A NOTICE OF VIOLATION OF THE BUTTE COUNTY CODE WILL BE RECORDED AT THE COUNTY RECORDER'S OFFICE AGAINST THE BELOW IDENTIFIED PROPERTY UNLESS CORRECTIVE ACTION IS TAKEN: As a result of a conviction on November 20, 1992 in the South County Municipal Court in People vs. James Aury Moak, Case No. CR 20069 of violations of the Butte County Code on your property at 4 Tobin Court, Oroville, California, a Notice of Violation, in the form attached, will be submitted to the County Recorder's Office for recordation against your property. Recording of the Notice of Violation will be suspended if the following steps are taken within ten (10) days of the date of this Notice: Make an application for Planning approval with the Planning Department, 7 County Center Drive, Oroville, and submitted required plans and pay all fees. Make an application for a sewage disposal permit with the Environmental Health Department, 7 County Center Drive, Oroville, and submit required plans and pay all fees. XX Make an application for a building permit with the Public Works Department, Building Inspection Division, 7 County Center Drive, Oroville, and submit required plans and pay all fees. Remove violations and obtain an inspection to verify compliance. Should you have any questions concerning this matter, please contact Code Enforcement Officer, Jeff Madden at (916) 538-7601. . 'Glander anager, Building Inspection cc: Department of Public Works Environmental Health Department Planning Department Code Enforcement 58 New Dawn Circle, Chico, CA 95928 ** Exhibit "A", a Legal Description of the parcel will be attached to Notice of Violation at the time of recording. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 PROOF OF SERVICE BY MAIL . I am over the age of 18 and not a party to this cause. I am employed in the County where the mailing occurred. My business address is 7 County Center Drive Oroville, California. I served the foregoing Warning Notice/Notice of Violation by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage fully prepaid on November 23, 1992, and addressed as follows: James Aury Moak Trust 4 Tobin Court Oroville, CA 95965 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration, in the City of Oroville, CA was executed on: ORIGINAL TO BE SIGNED AND DATED RECORDING REQUESTED BY: BUTTE COUNTY CODE ENFORCEMENT AND WHEN RECORDED MAIL TO: BUTTE COUNTY CODE ENFORCEMENT 7 County Center Drive Oroville, California 95965 NOTICE OF VIOLATION RE: COURT CONVICTION Assessor's Parcel Number: 058-520-042 Location: 4 Tobin Court, Butte County, California Owner of Record as of November 20, 1992: James Aury Moak Trust 4 Tobin Court Oroville, CA 95965 To Whom It May Concern: Pursuant to Section 41-7 of the Butte County Code, I have hereby caused this Notice of Violation to be submitted to the Recorder of Butte County for recordation. This notice pertains to a violation of the Butte County Code relating to the property identified above and described in Exhibit A attached hereto and incorporated herein by this reference. On November 20, 1992, James Aury Moak, an owner, tenant, occupant, resident or other person having possession, control or other ownership interest in or the right of access to said property, was found guilty in the South County Municipal Court (Case No. CR 20069) of violation of Sections 1018 (two counts) and 1048 (two counts) of Title 25. The said violations can be corrected or abated by obtaining the required permits, inspections and approvals for the construction that has occurred on the above -referenced parcel. Pursuant to Butte County Code Sec. 41-10, no county permits, licenses or other.entitlements shall be issued when there is an outstanding code violation involving the premises to which the application therefore pertains, unless all required work to abate the violation has been completed and approved by the affected department or a waiver is obtained from the director of the affected department. Upon.all work. to abate the violation being completed and approved by the affected department, payment of all fines imposed as to said violation and payment of a fee of $300.00,.a Notice of Compliance shall be submitted to the Recorder of Butte County for recordation pursuant to Butte County Code Sec. 41-9. Signed By: Jeffrey D. Madden Code Enforcement Officer Date: r-JOROVILLE IN THE MUNICIPAL COURT GRIDLEY SOUTH BUTTE COUNTY JUDICIAL DIS MCT ❑ 239 Sycamore tP.n Box i i0o) 1931 Arlin Rhine Dr. � . 1^/ Oroville, CA 95955 COUNTY OF BUTTE, STATE OF CALIFORNIA Gridley. CA 95948 (916) 538-7747 (918) 846-5701 THE PEOPLE OF THE S1V E OF CALIFORNIA VS. -�''"�" t' ��' 't Defendant NOTICE, SENTENCE, COMMITMENT FORM CASE NO. :, �:l f.f�.'Ei� AIDS Q�� - s2o - oy2.. DATE 11-' �) - � JUDGE YOU ARE ORDERED TO APPEAR ON AT PM/Nut. CHARGES ❑ FELONY ❑ MISDEMEANOR E3INFRACROtti ❑ P 8 R fs Co. ❑ Co./City ❑ City 0 Fish and Game FOR: ❑ Retain, Attorney ❑ Further Proceedings ❑ Entry of Plea/Arraignment ❑ Dispo/Setting ❑ Revocation of Probation ❑ Rue -Trial Jury Adm+T or Deny — Hearing ❑ Jury Trial Fl"Report to Probation Department Forthwith. (Address on reverse side) ❑ Immediately contact the Office of the Public Defender as mdtWe& CUSTODIAL STATUS ❑ Remanded to custody of Sheriff until next appearance. ❑ Remain at liberty on bail ❑ Released OR SENTENCE_ AND CUSTODIAL STATUS ._ Pay One o1 $ l 1 j ❑ Biggs City ❑ Gridley P.D. ❑ Pre-Px Hw*Q ❑ Motion ❑ Relindnary Examination ❑ Diversion/Hearing/Review ❑ Court Trial ❑ Defense Attorney ❑ Probation/Sentencing jN � . -�$ -.4-10+ !4 r r " G . Bail $ Do Not Release Pursuant To SIC Order 78/4429, PMP. SEC 2 Goad Cause For Retentlort Is Numerous FTA'S Other. Rfind/or file proof of correction and pay fine of $ Clams/Qrjhwith ❑ Payable to Cleric of Court by - or you must appear in Court that date at m. ❑ 'Jail: Serve hours/days/months in jail, with credit for time served, ❑ Jail: Time Served. ❑ Sentence to be served consecutively/concurrently with ❑ ,Sig of execution granted until at and defendant ordered to surrender to Sheriff at that time (Address El Jail: an reverse cede) Serve weekends commen ciM at .m. to at .m. and each weekend thereafter until served. ❑ Wbrk hours on Court Work Program at indicated job site. To be completed and file proof with the Court by at xL or appear. 1 certify, the foregoing is a true copy of the judgment rendered on the above date by the above Judge ! / CLERK OF THE ABOVE NAMED COURT. �� L s De TO THE SHERIFF: The foregoing certified copy of judgment In the above entitled action is yarn autlority for the execution thereof. DEFENDANT, BEING RELEASED ON HIS OWN RECOGNIZANCE, AGREES THAT: (1) He,wwill appear at all times and places as ordered by the Court or mmstrate: (2) he will not depart the State- without leave of the Cant~ (3) he vAn waive eutraddlon ff he fails to appear as ordered and is apprehended outside the Slate of Califomia, (4) any Court or magistrate of competent jurisdiction may revoke the order of release and either return him to custody or require that he give baft or otter assurance of his appearance as provided in part 2, titip 10, chapter 1, of the Penal Code; (5) failure to appear on a misdemeanor constitutes a ' new misdemeano punishable by 6 months in tail and/or $2.300.00 fine, and (6) failure to .appear on a felony constitutes a new felony. punishable by up to 3 years in State prison and $33.000 in fines. Defendant - "r = Executed on Witnessed by 0 cv, v James Aury #4 Tobin Dr Oroville, C RF: Building Code Violations 4394 Big Bend Road Oroville Dear Mr. Moak: �L ccO K -Q...1 v o -a ass. ea -r 1 May 6, 1992 A.P. #58-52-42 We sent you a warning letter dated March 25, 1986 notifying you that you are in violation of the Butte County Code at the above referenced location. As of this date, the following violations still exist. (1) Failure to obtain the required permits, inspections and approvals from this office for construction of a single family residence in violation of the 1982 Uniform Building code adopted by Section 26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Sectio 305(a) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy The above violation shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties, within thirty (30) days of the date of this letter. After permit issuance and field authorization to pro- ceed, the work must be completed .and approved by this office within the permit specified time. /1Z_ �d vp / 2) Fai to obtain the required permits, inspections a ovals from this office mobilehome installation in v' on of the Butte County Zoning Code as fo V (a) Sec \19 The a viol occupancy or ur ing it to dead --FR-2 zone allows o single family dwelling per parcel shall be corrected or abated by ceasing and e mobile and removing it £ perty or convert- N ­ days of the date of this letter. Letter'to James Aury Moak RE: Code Violations A.P. 58-52-42 Page 2 May 6, 1992 Unless the violation(s) is (are) so corrected or abated, a citation 'shall be issued to you to appear in court for said violation(s) and for failing to comply with this notice. Upon conviction of said violation(s) or for failing to comply with this notice, penalties shall be imposed and a Notice of Violation recorded in accordance with Section 41-7 of the Butte County Code. Should you have. any questions concerning this matter, please contact Rod Taylor or Jim Glander of this office at (916)538-7541. RT:dms cc: Building Inspector Yours very truly, William Chef f Director of Public Works David Purvis Supervisor, Building Inspection t C CL Q g M 0 O w V) CL . P 292 969 900 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED— NOT FOR INTERNATIONAL MAIL (See Reverse) SENTTO James A. Moak STREET AND NO. 4394 Big Bend Rd. P.O., STATE AND ZIP CODE Oroville CA 95965 POSTAGE $ CERTIFIED FEE ¢ H tu SPECIAL DELIVERY ¢ 0 RESTRICTED DELIVERY ¢ W W SHOW TO WHOM AND ¢ W¢ r DATE DELIVERED SHOW TO WHOM, DATE, f W y y h AND ADDRESS OF ¢ S = W DELIVERY 11 us SHOW TO WHOM AND DATE o°C DELIVERED WITH RESTRICTED¢ z o ¢ DELIVERY B SHOW TO WHOM, DATE AND ADDRESS OF DELIVERY WITH ¢ RESTRICTED DELIVERY TOTAL POSTAGE AND FEES $ POSTMARK OR DATE 3/25/86 58-52-42. STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. (see front) 1. If you want this receipt postmarked, stick the gummed stub on the left portion of the address side of the article, leaving the receipt attached, and present the article at a post office service window or hand it to your'rural carrier. (no -extra charge) 2. It you do not want this receipt postmarked, stick the gummed stub on the left portion of the address side of the article, date, detach and retain the receipt, and mail the article. 3. If you want a return receipt, write the certified -mail number and your name and address on a return receipt card, Form 3811, and attach it to the front of the article by means of the gummed ends if space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested, check the applicable blocks in Item 1 of Form 3811. 6. Save this receipt and present it if you make inquiry. 4 *GPO: 1980 331-003 CERTIFIED MAIL w LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 RONALD D. McELROY March 25, 1986 Deputy Director James A. Moak RE: Permits and Inspections 4394 Big Bend Road A.P. #58-52-42 Oroville, CA 95965 Dear Mr.. Moak: With reference to the above subject, on February 25, 1986, we wrote you a letter requesting that you obtain the required permits and the required inspections from this office for the work you have done as follows:_ Constructed a dwelling and installed a mobilehome on your property located at 4394 Big Bend Road, Oroville. Since both permits and inspections are required by both State and County laws, unless you have obtained the required permits and made arrangements for the required inspections within ten days of the date you receive this letter, the matter will be referred to the proper authorities for appropriate action. Should you have any questions concerning this matter, please contact us. Yours very truly, William Cheff Director of Public Works JFG:ahb cc: Building Inspector - Oroville J Glander ief Building Inspector COUNTY OF BUTTE 7 COUNTY CENTER DRIVE OROVILLE; CALIFORNIA 95965 DEPARTMENT OF PUBLIC WORKS 0 ET L r_ , �440�03 ,M�D „�4kif a 'P� 292, g69 g Cyr PO6`"p4 James A. MoE 4394 Big Bend Road, Oroville, CA 95965 tom` CtMAR26'8 6 .� a CLAIM CHECK NO. i ' Cq� `.' �.i l''t 6'105276.- b [' ❑ HOLD DATE —O �•a W `' r '_ •r p '� o :' IST NOTICE 1 2ND N0710E RETURN , (4 Cached from Form 3848-q M 0cc � .hr + ' N 0 J r � c 1 � I M q • SENDER: Complete Items 1, 2, 3, and 4. Add your address in the "RETURN TO" space on reverse. (CONSULT POSTMASTER FOR FEES) 1. The following service Is requested (check one). ❑ Show to whom and date delivered ............... s ® Show to whom, date, and address of delivery.. 2. ❑ RESTRICTED DELIVERY ........................... (Iter resWcted Moy tee Is chwW In &VIVon 0 the return recelyt tee.) TOTAL S 3. ARTICLE ADpRESSS§D T0: James AA oats 114394 Big Bend Rd. Oroville, CA 95965 4. TYPE OF SERVICE: ARTICLE NUMBER El REGISTERED ❑INSURED ®CERTIFIED ❑COD P292969900 ❑EXPRESS MAIL ' (Always obtain signature of addressee or agent) I have received the article described above. SIGNATURE ❑Addressee ❑Authorized agent 5' DATE OF DELIVERY POSTMARK (may be on reverse side) 6. ADDRESSEE'S ADDRESS (only it requested) 7. UNABLE TO DELIVER BECAUSE: 7a. EMPLOYEE'S INITIALS 3/25/86 58-52-42 °a'37 CERTIFIED MAIL James A. Moak tiq 419*1�efi-'o (guy C7' Oroville, CA. 95965 Dear Mr. Moak: March 25, 1986 RE: Permits and Inspections A.P. #58-52-42 With reference to the above subject, on February 25, 1986, we wrote you a letter requesting that you obtain the required permits and the required inspections from this office for the work you have done as follows:. Constructed a dwelling and installed a mobilehome on your property located at 4394 Big Bend Road, Oroville. Since both permits and inspections are required by both State and County laws, unless you have obtained the required permits and made arrangements for the required inspections within ten days of the date you receive this letter, the matter will be referred to the proper authorities for appropriate action. Should you have any questions concerning this matter, please contact us. JFG:ahb cc: Building Inspector - Oroville Yours very truly, William Cheff Director of Public Works 0714;na0 gig," i F- G1Ander J.F. Glander Chief Building Inspector LAND OF NATURAL WEALTH AND BEAUTY 4 r James A. Moak .. 4394 Big Bend -Road Oroville, CA 95965 Dear Mr. Moak: DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 February 25, 1986 RE: Building Permit A.P. #58-52-42 RONALD D. McELROY Deputy Director With reference to the above subject, we have been advised -by one of our building inspectors that you have not obtained the required permits and inspections from this office for the work you are doing as follows: Constructed a dwelling and installed a mobilehome on your property located at.4394 Big Bend Road, Oroville. Since permits and inspections are required by both State and County laws, please contact this office within ten days of the date of this letter, sub- mit two complete sets of plans, apply for the required permits, and pay the appropriate fees, including penalty fees. All work must stop until you obtain these permits and are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Your cooperation in resolving this matter would certainly be appreciated. Should you have any questions concerning this matter, please contact this office. Yours very truly, William Cheff Director of Public Works r �^ Original signed by JL F. Gkn�la, Lloyd Smith LS:ahb Supervising Building Inspector cc: Building Inspector - Oroville Assessor 5861-78P$E PERMIT NO. PERMIT EXPIRES "OWNER Mary Ellen Brown owner 'CONTR. 58-21-59 port. .LOCATION (A.P. NIS pri.rd., app.200'W.oCigg Bend Rd., app.' 3/10 mi.SE of Pulba Rd., Orovilile. -0 1 M - 'a Y, LIU Temp., Power ole PG&E Called Temp. EleC4." Serv. Called11 PG&E Temp/ -Gas Serv. alled PG&E /OB I FINALED 4)ate) (Signature) COUNTY 01 gjf%(TE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECD g BUILDING BUILDING.(Cont'd) A, PLUMBING Se ack /'I ewall / Sni P1n1nn ,V111 ranippets ; lstltloor Ma Ak Bldg. Rest�.om Finish / 2nd ALoor Fo tins Windo `s % 3rd F10\r Ste all Siding j To out Slab - Roof She \hinq Water PI in Piers Roofing ; Sewer Garage Fdn. Vents / Fixtures Footings Stemwa I I Garage Vents j Insulation / Water Htr. Heaters Slab Carport Footings r peddhysica ly �' handica Conformance of ex. structure \ / Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio F AE ,LACE Final Footings Footin / \ LECTRIC Masonry Walls Throat Rough Reinf. Steel Final / \ Fixtures Bond Bea *IRE SPRINKLE Motors Framing Test / Water Htr. ' Stucco Final / \ Sub ane • Mesh MECHANICAL \ Grd. F 'It Prot. Scr ch Heati , \ Servi e B n Coo, ng T rrnp. Pole nish D is inderground ferlorLath ntllation Permanent Closer anal anal MOBILEHOWE UTILITIES ------------------ Elec. Service% �.� �.� Elec. Ped Water Piping 1,2-. Sewer / Gas Piping . 70BILEHOME INSTALLATION -------------- Support Elec. Continuity ft.. - Water Piping` ' Drainage Gas Piping rr DATE REMARKS OR CORRECTIONS /"s, " fez ° 6L,�4 ,oma (N�TAry must be ma a on this form each time you visit the to site.) U COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY —v This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit ',)number /for the/following location: Alli Zr'� ;r Owner, Owner's -2 1'' e, Mobilehome Mfg.- - � / `�-�' Model- �*��/Year h"'o Insignia No. f T --2-0710ti Serial No. It is hereby certified for occupancy at the above described location and may be.occupied. - Director of Public Works Date /-� = .� i By e, THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. MOBILEHOME INSTALLATION ,IN,SPECTION_C_HECK LIST 1. Is the mobilehome loca'ted'with required separation from lot lines,and buildings and generally conform to plot plan? Yeso_ 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes .No 3. Are footings and supports properly sized; spaced, and braced aspeter approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes ./ No /140% 4. Is the mobilehome level? (Sec. 5088) yes 5. If mor than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Is fle *Noble connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes7No B. Test — Does water piping withstand working pressure or 50 lbs. air test? Yes t/ No C. Backflow - If coach is not State f California approved,. does station have backflow device and pressure -relief valve? Yes o 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 /No C. Are any leaks detected in drainage system after run ng 3 -gallons of water through each fixture including washing machine standpipe?'..Yeso_ D. If c h is not State of California approved; does station have required trap and vent? Yes o 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected tot gas supply wltW an approved 3/4" minimum mobilehome connector not more than.6 f long? Note: All piping is to be at least as large as the mobilehome gas line iri without reductions other than the mobilehome connector. Yes No B. Test OK as per followin ure? Yes_ No 1. Open all appliance ctor valves. 2. Shut off apjAlnc urner and pilot valves. " 3. Air test w nometer to 10"-14"water column, or test with slope gauge (minimum 6oz.-maxim 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Conne t gas meter to mobilehome with connector, turn on gas, test connections with so water. C.. Are all appliance vents properly installed? Yes No. 3 9. Electrical A. Is service large enough to provide'-adequare amperage -to mobilehome (must equal rating of mobilehome with a minimum of -00 amp) and other facilities on loot, i.e., water pumps, garage, cabana, etc.? YesNo B. Is there proper clearances around panels? Yes_JZflo C. Is power supply cord or feeder assembly properly fused? YesNo_ D. Is continuity 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 the site 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 Of J Length Width_ Vehicle Serial No. State Identification No. . f 3 2 6 lo% Additional Information or Comments: i�r / `� J �� i •:y i � b r 7 IF COUNTY, 0 .BU,TTE, � ent of. Public Works 7 County Center -Drive I'deyC-e� Oroville ----- 534-4541 ELECTRICAL INFORMATION FOR DE -RATING MOBILEHOMES Ownercx�:• Location Mobilehome Installation`"Permit No., FILL IN INFORMATION FOR ITEMS 1 THRU 10 Watts 1. Width % a x Box Lenge x 3 2. 2 Kitchen Appliance Circuits ................. = 3,000 3. 1 Laundry Circuit = 1,500 4. Ovens ......................................... _ 5. Cook Stove Top .............................. =:==O 6. Hot Water Heater ............................. _ `3 z c, 7. Dishwasher & Disposal ........................ = 3.3 •. 8. Clothes Dryer ................................ 9. Other (specify, i.e., motors, exhaust fans, etc.) ., Sub -total - Watts ..... ..'1 s,�_....:. First 10,000 .watts @ 100'/0 ................................. = 10,000 A 7 'Remaining To watts @ 40% ........................ 10. Air Conditioner, watts @100%.. = ) Largest Demand = i 1,:57O Central Heat System % COraatts:@. 65%.. = TOTAL. DEMAND WATTS REQUIRED ............. "Demand Watt.s�Required" 230 ............. a ............ _ - MPS De -rate Mobilehome to .......a�®�:1:i .. ........ / .� �' AMPS BUILDING DEPARTMENT APPROVED d= ; COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center'DPive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT 961 _;Y ", authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r' X� 1 to U 2 Signature of Permitee or Agent Receipt No. ! �7" 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 'd. DIRECTO 0 PUB IC WORKS By Date /0 - B ilding permit expires Date BUILDING Owner /-/1121/ E(„( -Ed 0a0MjA1 SQ. FT. OCC. BUILDING VALUATION Mailing Address -*J e - d/iLLf� fejt-- one No. IePh+-2557 Contractor Q (,�/ Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address N/$Pg/ . DWI %ZD' P 200 - PlanChecking ng Fee&/or Penalty Permit Fee �! or g/C 86ND 2A• APP, /O /, PLUMBING No. @ FEE SEor (/L4A ROP D, PERMIT FILING FEE $3.00 g,00 Each Trap 1.50 Zoning Yfirificafion Only, IV AEOV `ILC Repair drainage or vent piping 1.50 A. P. No. ``�% 5S- Z/ _ 5q QO�i rr �Zo g &Planning Water piping 1.50 Q 00 Each gas water heater or vent 1.50 f Ud'� S Ire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration F}�r1�1 FA 60' R/W Improvements p Each additional outlet .30 Building sewer 5.00 740100 Bldg. PI ns Recd Parcel A proval Plans pproval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ,DO Permit Fee $ $ Di ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3,00 Main service 600v OR LESS 5.00 100 AMP OR LESS , Q Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 d Main service OVERe 100 Ao0vMP OR LESS 25.00 Main service EA. ADO'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP. B1 120 sq ft OR ADDNS. ACC. BLDGS. I 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. (MULTI -OUTLET NON.RESID BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. ,SINGLE OUTLET CIR. J 251 Ex. Occuo(OUTLETS OR FIXTIiRES g L I(X FIXED APLNS Ex. Occup.(OUTLETSP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 / , 00 Misc. Wiring 6.25 License No. Classification p y' -4j It)M •e�0 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ a 71 co $ % 5 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 Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 0I 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 Land Development Fee $ Si 00 TOTAL PERMIT FEE- JrC authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r' X� 1 to U 2 Signature of Permitee or Agent Receipt No. ! �7" 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 'd. DIRECTO 0 PUB IC WORKS By Date /0 - B ilding permit expires Date i COUNTY OF BUY E — bEFARTMENT OF PUBLIC WORKS 7 County Center' Drive ' - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X d4l - - -' - 79 ate Signature of Permitee or Agent / Receipt No. 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. IREIPTPR OF PUBLIC WORKS B Alloif Date Building permit expires Date 'LO BUILDING Owner • SQ. FT. OCC. BUILDING VAL ATION Mailing Address Telephone No. -I Contractor / / 3 3 Mailing Address (O Cs Fireplace Total Valuation ' Tele one No. $' Permit Fee Building AddressPlan Checking Fee&/or Penalty Pqrmit Fee Xg.47yre PLUMBING No.1 @ I FEE 220 4e- W PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. �� — `a 1 — (, a Zoning &Planning Water piping 1.50 Each gas water heater or vent 1.50 F441 4C- 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. I�Tns Rec'd Parcel A val Ptan pproval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ j�Vz .A./16� ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORSLESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service/ EA. ADO'L 100 AMP 1.00 NEW CONST. OR ADDNS. \ ACCLBLDGS.CCUP. 51 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 l� TLET NEW CONSTR. r BRANCH CIRCUITS) NON•RESI D. `BRANCH CIRCUITS/ 2.50ea NEW CONSTR. (POWER APPARATUS .& NON-RESID. SINGLE OUTLET CIR. Ex. Occur)(OUTLETS OR FIXTIIRES 6 L@; FIXED APPLS. ORst EA) 2•00 EX. Occup. (OUTLETS (RESID.) Temporary service 10.00 Mobile Home Facilities 15.00 License No. ;2 ZZ -4 Classification —� / Misc. Wiring 6.25 ❑ 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 Wor men's Compensation. 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 >?7• v t�•� TOTAL PERMIT FEE $ �a O authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X d4l - - -' - 79 ate Signature of Permitee or Agent / Receipt No. 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. IREIPTPR OF PUBLIC WORKS B Alloif Date Building permit expires Date 'LO 1. Owner's name: 2. Installer's na H BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 r 3. Is the site currently under permit? Yes No –/—/ (If yes, furnish permit number :J �� �- Y%) OR Is the site an existing site?, Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / 7(ay.No'-11 (If no, clarify ) 5. What is the mobilehome electrical rating? -- -- --- ------8V- Amps 6. What is the mobilehome site service rating? --------------------- Amps 7. What is the mobilehome site circuit breaker rating? 49406 ------- Ames 8. Is there an other electric load to be served by the m e�'y a anyOj 4ZUAea 40n, site service? -------------------------------------------- (If yes, identify the load and size: (Load) (Amps) P ) 9. What is the mobilehome site gas pipe size? ----------1azz— —ey�(in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank'to the mobilehome?. (ft.) 12. What is the mobilehome gas demand? --------- (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) 0 MOBAEHOME'SUPPORT DATA If other -than single wide, Mobilehome Mfr. furnish Setup Model No. 02 ear Width._(ft.) Box Length (ft.) Tagalong or Expando Size % ft. x /0 ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of _ mobilehome unless otherwise specified. Single (ft.)(in.) Center support locations* (ft.)(in.) (ft.) (in. ) (ftj.) (in.) (ft.) (in--�,. in.) (in.) Center support . (in.) (in.) (in.) (in.) (in.) I x I (in.)I (in.) o30 l *If center piers are other than drawn above, draw in -locations, spacing, and dimensions. Footings (check one) 1. Wood either pressure treated or foundation grade. 0 2. Other (specify) Supports (check one) 1, Concrete block. 2. Other (specify) —Tagalong or Expando, show support details. x / x 3 -- Typical Support (in.) (in.) Footing Size Max. Pier Spacing _ C, 1 -- Max. Overhang (ft.)(in.) BUTTE COUNTY BUILDING DEPARTM[iNT APPROVED A// ��lca� urs,. �a�"i11 Re,44- 8/uc- Str/'�� de • dC5;,c4 _,,j -f, i'a 517'-- avld L.c a This set of plans and specifications iv1�1ST be All utility connections shall be kept on the job at all times and ift isunlawful _ ' I r, 1 located within 4 ft. outside the rear make ey changes or alterations on same withot` third sei:tion of the mobile home Ck • I �-�__ written permission from the Department of Ptl' �'' CIS i on the lefr'(road) side of the mobile _ `i home. r, y it _301 S T F 1, r f 1!, j C, C{ OT T E;. Count tic Works, y of Butte. \` _ �rt�t...L:l��/'/.'-iI ...•. C ..!t.i4'L� �/"I•-�i ✓t. h, i' j /� 1 C`Y �_.. ! , '. . �.r i_. t..., 1• T,,. I:'i E7=a:,i; �,.; ,"l' .c, IV iv +� ,, s e as per (' l w w' c... O �• ,, �' c f;" Ei r, {o be Rao I� �Ou Health �«` - Ke Cn Y G f(.', �/ 7 qu��nerits. - �.�Q° r �/;e4 shall -be-5 .ft. from tide. 'The 09w Setback 50 ft, from' line and side property _ �. ermitting a maxi- _:�:_. _. _ _ .( .:ANTI;, f=r��r 9;f"%j µ��. center{ine of the road; P en ut btirely - ft -ave overhang mum of a 2 out of all easements. -79 a E COUIN1Y �U DING DEPARTMEW APPROVED rs-ee // "';7 PJ ��•. 11J