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HomeMy WebLinkAbout073-380-001tr } 04-1333, MIC AEL�,L' SIRICKIAIVD r k° y t E Blacktai°T�'Road ''< ; i� OOD, JAMES/LINDA - MKTAIL:ROAD,OROVILLE - - :'_ San, Cl4/2.1/92; WOODJD INALED; 1/7' � 073-380-001 05-0327 PUTNAM, JAMES 194 BLACKTAIL RD, OROVILLE 'Cont: OWNER . AG BUILDING ' o �l I I f� • t i o 3: 1 � T9 Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance L 617-lcklal-d- Owner Location AP# Plan Approved for:. Sewage Disposal Water Supply4!/ // Fold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for 3 bedroom mobile Eie Other NOTE * * * �Z12_IZ22- Sanitarian Date �, ..,�t ��:� 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. n5 -0,3,,Q_ /� Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 000 x`73 - 3 go- oo i -- ZONING OWNER PHONE NO. OWNER'S ADDRESS / 9 y ��� Gk / a f Rd Orov' 11e_ Cci 96-9&a LOCATION OF BUILDING /00 -�'j, N0r'l"h df Re$i(,�.CYtce. USE OF BUILDING SIZE OF STRUCTURE L SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING l-Ardbourd T1-/1 ROOF COVERING CorLt s!^in �eS FLOOR TYPE Co rd �� he ESTIMATED COST OF CONSTRUCTION $ (O 000000 AG Buildings shall comply with the minimum front, side, and rear yard tb ck requirements of e a7licable County Ordinances as follows: J� I 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 d 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���Q� Signature of Owner ��"� j/dt2 L Permit Fee -. I CQ. Receipt No. 421 The above described AG Building is exempt from a building permit. Manageruildi r White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant Date IoSSUE V_ , .# ti RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2004-0048674 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:18AM 10 -Aug -2004 REC FEE 13.00 CONFORM 1.00 Jason Page 1 of 3 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. JAMES PUTNAM AND LINDA WOOD REAL PROPERTY OWNER/LESSOR PO BOX 191 MAILING ADDRESS COLEVILLE MONO CA 96107 CITY COUNTY STATE ZIP 194 BLACK TAIL ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY - COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY C077. O Y STATE ZIP 0 -1 33 30 538-7541 B DI 1 NUMBE7,RE OF LOCAL AG NCY OFFICIALDATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2004 SUNCREST 3522L MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFINUMBER CAFL417A/B27487-SC12 52'X 24' PFS0853409/10 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 073-380-001 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. a f 4 Preliminary Report Order No. BU -220418-3 CB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1979, IN BOOK 73 OF MAPS, AT PAGE(S) 37. APN 073-380-001-000 PARCEL II: BEING A PORTION OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 19 NORTH, RANGE 6 EAST, M.D.B. & M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 01 ° 56' 03" WEST, ALONG THE WEST LINE OF SAID NORTHEAST QUARTER 717.49 . FEET TO THE POINT OF BEGINNING FOR SAID CENTERLINE; THENCE SOUTH 83° 56' 48" EAST, 37.79 FEET; THENCE SOUTH 33° 28'54" EAST, 116.28 FEET; THENCE SOUTH 66° 57'47" EAST, 46.80 FEET; THENCE NORTH 77° 09' 41" EAST, 41.05 FEET; THENCE NORTH 09° 16' 12" WEST, 30.79 FEET; THENCE NORTH 30° 06' 28" EAST, 56.28 FEET; THENCE NORTH 25° 39' 02" EAST, 166.08 FEET TO THE CENTERLINE OF ROBINSON MILL ROAD AND THE END OF THIS DESCRIPTION. PARCEL III: BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 19 NORTH, RANGE 6 EAST, M.D.B. & M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4 A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 010 56' 03" WEST, ALONG THE EAST LINE OF SAID NORTHEAST QUARTER 717.49 FEET TO THE POINT OF BEGINNING OF SAID CENTERLINE; THENCE THE FOLLOWING COURSES: NORTH 830 56' 48" WEST, 93.08 FEET; THENCE SOUTH 70° 13' 14" WEST, 124.96 FEET; THENCE NORTH 59° 56' 02" WEST, 89.59 FEET; THENCE SOUTH 89° 15' 57" WEST, CONTINUED Preliminary Report PARCEL III: CONTINUED - Order No. BU -220418-3 CB 107.69 FEET; THENCE NORTH 740 45' 22" WEST, 83.40 FEET; THENCE NORTH 620 58' 45" WEST, 61.97 FEET; THENCE SOUTH 890 54' 16" WEST, 788.98 FEET TO THE WEST LINE OF SAID NORTHEAST QUARTER OF SAID NORTHWEST QUARTER OF SAID SECTION 29 AND THE END OF THIS DESCRIPTION. PARCEL IV: - A :TIGHT OF `WAY FOR ROAD A. dM PUBLiC b-ITTLI _'Y PURPOSES OVER A S1T%fP OF LAND 60 FEET IN WIDTH, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1979, IN BOOK 73 OF MAPS, AT PAGE(S) 37. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. c� lu a � r p• ., FOUNDATION} SYSTEM `� ?, CERTItFICAaTEOF���O:CCETPANC; °. k� i r� ,, 'C"� s P'yT a( a xL t i �iG k` s -.L � kra�.�'h�sx e .ti's' K Fd��.J'f• n f t t 7 ,a',� .. � •. r�i , w, i.,� ... - ai r�C •�,s�4^ �?k '2' z. s��. {, BUILDING PERMIT NUMBER: 04-1333 Address or location of unit: 194 BLACK TRAIL RD. OROVILLE, CA. 95966 Legal Description of Real Property: SEE ATTACHED 073-380-001 (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: JAMES PUTNAM AND LINDA WOOD Owner's address: PO BOX 191 COLEVILLE, CA. 96107 INSIGNIA OR HUD NUMBER: PFS0853409/10 SERIAL NUMBER OR V.I.N.: CAFL417A/B27487-SC12 MANUFACTURER'S NAME: FLEETWO( OFFICIAL APPROVING INSTALLATION: DATE: Z ,1O* PHONE: (530) 538-7541 H.C.D. 513C -'' NOTES RESIDENTIAL 'r PERMIT NO. y 073=380-001 ._ iO4=1333 PUT AM/WOOD, JAMES/LINDA BLACK TAIL ROAD, OROVILLE Cont: FLEETWOOD MH PERM FND �f 1-,,,LHE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWIN,1 HAS -SEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). .(2) STATEMENT OF FACTS (Oi'1TLY ON -NEW 1 MH' S). ,INSPECTOR TO VERIFY SERIAL & LABEL #'S. J l �.-_ ,� -S. _ � �� �� +:1,So � _ vet; � • ...... y..�, M PECIAL CONDITIONS i CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. • s OFFICE COPY_ r 9 ! y Address- _ .. , �_ _ • ._ 'ER- 1 GAS " Meter By -,,,,Date i IC M- _. t � Y 14 ft e 3 y,:>9 4 ' n JOB FINALED (Date) Z� Signature -Aq!4'vA-' J=OK i 0 = Not OK a = NotReadyable _ MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. EI city; Location -Clearance 9-Grnd-/ /Amp -Concrete 6 y Gas; Loca T� t Wrap; / /" L 'ft. / ' at. or /W' L "ft. /' LPG ell Clearance Disconn t 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date , Card B-1 Date Card 1 Date Card B-1 Date PER ENT END SYSTEM (ONLY) 1,AoXng Requirements -Setbacks -Easements o gs; Size -Spacing -Marriage Line cki MH Test -Demand -Valve heOEIectricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected Decals > with Office Date j/j���.� Card B-1 Date Card B-1 Date a,44Cird B-1 Date Card 6-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Play s) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Col umns-Con nections-Splice- Gecal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh j 10. Roof; Shthg-Roofing ( 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels r Date Card B-1 Date Card B-1 Pate Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements j 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining j 4. Elec.; Receptacles and Lighting, Distance -GR t 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals--isted 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equp.-Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval I 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche j 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Y Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Card B-1 Date Card B-1 Date 58. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection Shear Walls; Nailing -Bolts 25. Elec. Receptacles Spacing -Lights & Switches at Doors Brace Interior/Exterior Wall Panels 26. Size Boxes & No. of Conductors Stapled Insulation -Walls -Ceilings 27. Romex Installed Close to Edge of Studs & C.J. Infiltration -Walls -Windows 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 36. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 37. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 38. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet A.C. Duct in Garage -Damper 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 80. 41. Sills Proper Materials & Anchors 81. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 82. 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 83. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 84. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -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.FI.)-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 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERM IT NO. BP041333 LICENSED CONTRACTORS 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 Issued Date•' 05/27/2004 APN: 073-380-001-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 194 BLACK TAIL RD ORO Date: Contractor: Map Index: Description: NEW MH ON PERM FND(1222) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: ' ®� that he is licensed to the of (.C. �1'� u>v1'h I signed statement or she pursuant provisions f the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 9 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): � 100 a OX (Q I ❑ I, as owner of the property, or my employees with wages as their W''evi `l'Q CA R W a7 sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: STAHL, ROBERT such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 10 EAGLE VISTA COURT year of completion, the owner -builder will have the burden of OROVILLE, CA 95966 proving that he or she did not build or improve for the purpose of sale.). (530) 589-5154 (530) 589-5154 bob@bobstahl.eom 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: FLEETWOOD HOMES pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 W the Business and Professions Code 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 Date:Owner: 530-532-3301 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 785185 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 489—&.F. CI Z'ZZ gam/ )81----1r Valuation: 9'+44344-89 C-JQ. 450, 00 Pony #: I certify that in the the for is performance of work which this permit issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith complywith those provisions. Date:-112,1(/Al Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the pplicable provisions of the B�rtte County Coda 3n or I hereby affirm that there is a construction lending agency for the Resolutio s do work indicat dab e f which fees have been paid. / performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Name: (71 BY Date: CJ PERMIT EXPIRES ON: ate Address: I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. eoy authorize represent Ives of Butte County to enter upon the above mentioned property for inspection pu se j i tiCl•&WbcxY—Jawe5 Print Na�m[e. Signature' Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractoa ' National Pollutant Discharge .Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm.. Water Pollution Prevention Plan (SWPPP) Acknowledgement TLESS THAN l ACRET Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 male payable to the State Water Resources Control Board to. obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result -in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 6&01<Ex Date: .o COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION x 7County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: P1,JY)ry-\ ASSESSOR PARCEL NUMBER U ./'2, • 11,%" `" I Proposed Building Use: k4by YY) Counter Technician: Date: Items required in order to apply for a permit. AI boxes MUST be checked OR marked NA in or (6to apply. tl 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review.Q ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes�i ,1 Data sheets and installation inst-( Marriage line in ) Floor Plan, Tie down or fnd plans, all in duplicate. ❑ 9. Mgtal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C)-Rleva'_ R , M7MRqMplieate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate' ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ' ❑ 14. Hazardous Material Form f -•' ��%> �"" S 15. Sanitation and site plan approval from the Environmental Health Department in Q Chico ❑ Oroville, as app ica le. ❑ 16. Other, Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers........................................................................................... p/ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner en0v O )< , ❑ 19. Soils Report and/or Engineered Foundation required ...................................';.:... ........ ❑ 20. Evasion Control Plan Required........................................................................ p 21;01Fees as shown on the attached Schedule of Fees Due Sheet. D.�* ❑e22. City of Chico Plumbing permit................................23. California Department of Forestry plan approval aid. S t by:24. Planning approval (A) Use:�arking: (C) Parce 0 25. Contact Land' Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number . ....................................... 31. Owner -Builder Verification (_ Given to owner, ailed to owner) ..................... 32. Letter of Signature authorization ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement..�t.............................. ❑ 34. Manufactured home utility clearance...............................!`............................... ❑ 35.Vx g violations and/or expired permits......................................................... ❑ 36.Restriction..................❑37.,nt Deed?$ M.H. Ti e/Statement of Facts Letter from Legal Owner, heck to H.C.D. $ ��39. 38. Other: OW Other: ) I*-., When issued Telephone A - _ R and hold folckuD. f I have been informed of the above items and req irements for obtaining a building` permit: w. ` Applicant: Date:'�� 1. Index permit application for the above items numbered: I pja 2. Additional items reouired .l Contrar, desigryerowner as advised.gf the above.daterby ne, ❑mail, ❑counter, by Check Letter Contrac r, designer, owner, dvised of the a e to by ❑ plione, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: • 05 Plans approved by: KA_k Date: 6 • Z4,2 -0 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division a _ 1 E.H. USE ONLY Flat Plan AttecMd V— . F7ooa Plan AttacftZ • Sent to S.D. lzw 01" - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance P �� AJBA �oaos ��- 4C.eT.4ie. %&C . D 7 - 3 8'D -,0 o / JA.>n es u-7NA� Owner Location AP# . Plan Approved for: Sewage Disposal ✓ Water Supply: "Public Private Well ✓ Clearance for ✓ dwelling. Other v2 lgEe .e.C.41 -� /�uw45c-«AJ9 Hold final for: Final clearance O.K. for: NOTE: n .::�n 4t4� �0411� / Environments Health Sp c' list 8/96 Date tw, ` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # e):73 • 3 $O •00 1 PROPROSED BUILDING USE M DATE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ l --- Revised Plan Checking Fee.... $ - 1J 2. SCHOOL DISTRICT FEES (� (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units RECEIPT # DATE REC. 21-a4-6 405948 5 •11 • o4 - Commercial ¢ Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES _ (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE 409-.W (paid at Building Division) 40584-9 15z.18 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone Zone X =$ # Units Amt. 5-11-04- Commercial .11.0¢ Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. c� 10. OTHER J 0 L j j/ �(„ 6 v tom` At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) j . Building Permit Number: Q LI-- l 33 3 Owner Name: Nha*-Y\ I[A)occl'. Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is ,y unlawful to make any changes or alterations on same without written permission from the ' Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 0— / 330 Owner Name: OOU4Ualy�IW004 Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MFire sprinklers are required in this structure. IMThe following Parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 00 feet from the side and � feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. dim FLEETWGOD. SUnCreSt Series Model 3522,E 2 Bedrooms • 2 Baths1,222 Square Feet OOPAL TU5/ I SHOWER UTILITY- 1 = � OPr — I a DAV DINING Ej - 13EDROOM #2 I A DOOR __ -KI AREA AREA 9-11"xn' a" . . M. 1 O Oji ®. y r P(. BATH I r G 5 ID. _ - - GLASS i DOORS PO H 23-4° 2 MASTER DEN LIVING ROOM — 13EPROOM n' -10"x 11'-4" 21'-O"X IF -4" , I ENTRY orr% -; — - DECOR : FIREPLACE GLA55 .. - a. 0 ,.,"• " WAL IN y G) -4 BAY OPT. CORNER NOfAVAILA E WRH oPr. Po ® ti 0 D I I OPT. ANGLE BAY F� 00D e -B"X I i I RECE55ED EN TR / 40- 2� 3 ATHER RIVER BLVD. •95965 ' I APVILLE, CA , ' -4--/(530)532-3301 OPT. CORNS rRECE55ED ENTR Note -that -square footage is.measured from exterior°wall-lu'exterlor=Wall, and is an approximate figure. Length indicated in floorpl' is floor length only. Renderings and diag s are meant to be representative and, in keeping with; Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal. Ask your retailer for specifics.. (Add four feet to arrive at transportable length.) PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. 01996 - SU/17/OCT02 Exterior • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • Class "A" fire -rated, composition shingle roof for long- lasting, low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • Inswing front entry door with deadbolt, peephole and brass knocker for your family's safety • Inswing rear door with deadbolt and window add natural light • Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • %" drywall tape and texture in all areas (excluding closets) adds style to your interior • Standard 16 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and spotting - Treated with StainTechl for easy cleaning Glass ceiling fixtures brighten your home's interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance • Ash arched top wood cabinet doors add quality and natural beauty to your kitchen and bathrooms • Metal mini -blinds in living and bedroom areas for your privacy • Hollow core closet doors are durable and provide convenient access Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Recessed medicine cabinet provides convenient storage space in each bath 1,VJ.'NLTURES • Master bath has a large one-piece oval tub/shower for a relaxing bath or convenient shower • Guest bath has a one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation in each bath • Moen® metal single lever shower faucets - "Buy it for looks. Buy it for life'- • Moen® 4" metal dual lever faucets - "Buy it for looks. Buy it for life"' • Bank of three drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing area Kitchen • Whirlpool® appliances provide confidence and hassle -free service - 30" free-standing gas range - 14 cubic foot frost -free refrigerator • Moen® metal single -lever metal faucet - "Buy it for looks. Buy it for life'- • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility in kitchen activities • Congoleum® no -wax, vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Wood self -edge provides a finished look • Two pull-out pot and pan drawers provide easy roll out storage convenience Utility, Safety and Energy Features • Smoke detector(s) and built-in interior 100 AMP panel box for your safety and easy access • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility shelf for added storage space Note that square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. Renderings and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal. Ask your retailer for specifics. (Add four feet to arrive at transportable length.) PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. (a 01996 • Zone II insulation package for energy efficiency, includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor • 30 gallon gas water heater is efficient and requires low maintenance • Coleman® gas furnace provides name brand confidence and hassle -free service • Plumb/wire for washer and dryer provides convenient hook up Optional Features • Dishwasher and garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • %" rebond carpet pad extends the life of your carpet • Ceiling fan circulates air for a "spring breeze" feeling all year long • Rounded sheet rock corners in living areas soften your decor • Beautiful ash cabinet system with recessed panel arched top doors, ash face frames and adjustable overhead shelving add value and quality • Overhead utility cabinets expand your storage space • Recessed fluorescent lights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light into your home • 40 gallon gas water heaters provide more hot water for your family's needs • Zone III insulation package to meet the needs of the climate where you live, includes: 2" x 6" exterior walls with R-33 ceiling, R-19 wall, R-22 floor insulation FLEETWOOD, FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer Avenue Woodland, CA 95776 (530) 662-3223 SUM 7/OCT02 4 Mobilehome Manufacturer: ce,ewo,b d Manufacture Year: 2-06 If other than single wide, furnish Setup Model Number:52Z� Width:(ft.) Length: �(ft.)'Tagalong or Expando c��P On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ Other: SUPPORTS: Concrete block[ ] Other: 5*w / Orme 4 r Provide Tie 1�wn Specifications for all Mobilehomes: Y-) ? Pier Footings Sizes and Location SINGLE WIDE Line 1 Line 2 MULTI -WIDE . De 1 Line :.......... .......... .......................................... Main Beams Line 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ................................................................................................ Line 2 Line 1 A ..................................... e S ag e 4 Line 1 Piers: co� Line 1 Openings Size minimum: Size minimum: Spacing maximum: Each side of openings From ends-maximum:l with width over: ` Line 2 Piers: Line 4 Piers: Size minimum: [ Z x 12:4 1. Size minimum: x [ Spacing maximum: E 1, ` Spacing maximum: ` From ends -maximum t o From ends -maximum ` Line 3 Roof Loads:) Size minimum ;Xyx3n 3o d�K 30 3cx 30 �2 r3b Location (from front): I 10, o f 1qs 31" 3'- Line 5 Roof Loads: Size minimum: Location (from front): VA May 1995 8.4 U 111 PVd May 1995 8.4 1. Owner's Name: James p cf,vzly; i, IL.- .011411,& to" 2. Assessor's Parcel Number: 07.3-.33'O -OO/ 3. Installer's Nam welt ¢-sqelc P&W, 5 0^ 4. Is the site currently under permit? Yes[ ] No [ ] Permit No. 5. Is the site an existing site? Yes[ ] No[h] (If yes, filrnish two plot plans). 6. What is the electrical rating of the mobilehome? Amperes. 7. What is the mobilehome site circuit breaker rating? Amperes. 8. What is the electrical rating of the mobilehome site? Z (DD Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] NOXI If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load-, Amperes- /00 b) The main service: Load- ,tAmperes- b 11. Type of gas service at mobilehome site: Natural[ ] PropaneX] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: W inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?, f 5 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION :S Mav 1993 . - /_ 9'-3 1/4' DINING AREA 74.7 SO.Fr C z �aW 9A 3 QW LMNCR00 M0 SO.Fr SW e ENTRY Im 1 I APPROVED a J658 PFS Corporation -0 Madison - 4 1 , '_a• 213103 i HUD Manufactured _ Home Construction & Safety Standard 3 NOTES/LEGEND (See Elect. C3 O - II Switch O Ught Fbaure m m Tlweraebat A ® Ewunot t Cs teg Fon O Hush Snrlr Alarm IT ■ 00" "1 Tram A m Deatrical Panel Box �T �] Air r , 0 Air Supply p SAwrroll Po 13 rnet -n Reet uft n Air Gr m MGI 400 m r O r, O C7 Not and Option pages For actual Iwrgth and rv� � 11 le 0 0 Z) This Roar plan may0 is bunt as an emat r nWW image Z width mria S) Eg. window(s) tj ft m with IM than 3 f) WL vent area most faargh each rariaW! W m rfildOw manulocbnfrq located on 0) �netr{rctiam, iAwinclow. 1) Recept shall not be N mboW within 30- of the lT orb / shower spoae. A 9'-3 1/4' DINING AREA 74.7 SO.Fr C z �aW 9A 3 QW LMNCR00 M0 SO.Fr SW e ENTRY Im 1 I APPROVED a J658 PFS Corporation -0 Madison - 4 1 , '_a• 213103 i HUD Manufactured _ Home Construction & Safety Standard P Y m w m cn 3 NOTES/LEGEND (See Elect. C3 m SROCW 0 II Switch O Ught Fbaure m m Tlweraebat A ® Ewunot t Cs teg Fon O Hush Snrlr Alarm IT ■ 00" "1 Tram A m Deatrical Panel Box �T �] Air Too KiOck i , 0 Air Supply p SAwrroll Po 13 rnet -n Reet uft n Air Gr m MGI 400 m MG2 20x20 O 1) See Specincations O C7 Not and Option pages For actual Iwrgth and E ridlh of hoar 0 0 Z) This Roar plan may0 is bunt as an emat r nWW image Z width mria S) Eg. window(s) tj ft m with IM than 3 f) WL vent area most faargh each rariaW! W m rfildOw manulocbnfrq located on 0) �netr{rctiam, iAwinclow. 1) Recept shall not be N mboW within 30- of the lT orb / shower spoae. A P Y m w m cn m N I -BEAM AND FLOOR DIMENSIONS . STANDARDIZED 201 /4 ° � LL ---------------------------------------- -------------------------------------------------------- - o � I -BEAM 991/2 ° [A] 11 �- 8" m201 ------------------ ----------------------- -------------------------------------------------------- /4 ° 23'- 4 ° M Y 201 /4 ° A---------------------------------------------------------------------------------------------- "L A 991 /2 " FB 1 1'- 8 " U 3 A 0 v - -- -------------------------------------------------------- 20 1/4 ° LU w . J LL LL N * NOTE **, m TOTAL LENGTH DIMENSIONS Q SECTION = 52 = o" FOR STANDARD SUNCREST 3522L _ _ _ �� = _ 2X4 EXTERIOR © SECTION 52'- 0 WALLS MAINBEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 12 WIDE -MULTIPLE SECTIONS ;0 �0 0 a 0 1 0 0 a 0, 0 a, a 0 0; SECTION "A"; ` !SECTION "B" r�'> a o! SECTION "C" �;;- SU"ME N_ �_-♦--T__♦__Y:� ■ MAIN BEAM FOOTINGS :oa ' o o ' o o' a: 0 PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Perimeter Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. 5. Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from comer of the home. Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each comer of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) 6. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. O .0 ❑ ❑! ----- ----- ---- -- ! �'"� 7YP.O.C. SPACING SPACING MINUS 3'-0' - f 1 These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Two Dbl Pad Ftng. CONFIGURATION AND SPACING. 1000 lFwlngg 6'-6. 6'-0' 6'-0• 8' • 8' 10' 1r FOOTING CONFIGURATION 8' 9'-6' 9'-" 8' 8' 10' 1r 2000 2 W 18•X16• 8"X16• 2x12x24- $ 8' 10' 1r 8' 10' 1r 4000 Conum Pad Concrete Pad wood Pad 20 1000 SINGLE DOUBLE SINGLE 6'4' 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 81-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 'DOUBLE TRIPLE DOUBLE ,30 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 tG 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 81-0' 1500 DOUBLE TRIPLE DOUBLE 2000 t° 4000 SINGLE DOUBLE SINGLE O .0 ❑ ❑! ----- ----- ---- -- ! �'"� 7YP.O.C. SPACING SPACING MINUS 3'-0' - f 1 These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 16" X 16" X 4" 8" X 16" X 4" CONCRETE FOOTINGS '$p vi MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Two Dbl Pad Ftng. Main Beam Size Main Main Beam Size 8- 10" 1r 8- 8• 10• 1r1000 1000 lFwlngg 6'-6. 6'-0' 6'-0• 8' • 8' 10' 1r 1500 8' 9'-6' 9'-" 8' 8' 10' 1r 2000 8' 10' 1r 8' 8' 10' 1r 3000 8' 10' 1r 8' 8' 10' 1r 4000 8' 10' 1r 8' 8' 1 10' 1 17 16" X 16" X 4" CONCRETE FOOTINGS '$p vi MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8• 10• 12• 8' 10- 12- a' 1 10- 12' 1000 6'-6. 6'-6• 6'-0' 8' 10' 1r a' 10' 1r 1500 8' 9'-0• 9'-6" 8' 10' 1r 8' 10' 17 2000 8' 10 1r 8' 10 1r 8' 10' 1r 3000 8' 10' 12 8' 10' 1r 8' 10' 1r 4000 S.10 1r 8' 10' 1r 8' 10' 1r AfL k. TTE COUN I r � ALOil�G DEPAPT",. V i Multiple Section Installation Manual for WZ-1 fi FLEE7WQ7D, Page 21 �® . _ COWOISM 0 2003 W Fleetwood Enwwlaw I= • 2 X 12 X 24" WOOD FOOTINGS 3 — A MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Mal n- Beam Size Main Beam Size Main Beam Size 8- 10' 1 12- 8- 10- 12- 8- 10• 12- r1000 1000 6W W-6-161-6- 8' 10' 1r 8' 10' 17 1500` -8' 10 10' 8' 10' 17 1 8' 10' 1r 8' 10'I 1r 8' 10' 1r 8. 10'1 E40008' 10'1Z 8' 10'12- 1 B' 10 1r 8' 10' 1r 9' 10' 1 rr 8' 10' 1r AfL k. TTE COUN I r � ALOil�G DEPAPT",. V i Multiple Section Installation Manual for WZ-1 fi FLEE7WQ7D, Page 21 �® . _ COWOISM 0 2003 W Fleetwood Enwwlaw I= IT 0 CDF FIRE SAFE REQUIREMENTS c�C4/3�-�A4 4ym- AP# PERMIT # NANM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to • 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. , [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 war �►._ , e 7 13 3 3 /A.i0 O AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout. near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] .1273.10 Turnaround.. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates IN 1.Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ 1. All parcels 1 acre and larger shall provide a minimum 80 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior'to completion of road construction or final inspection of a building permit. Page 2 of 3 S0 -6l 33`3 AP# PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof and Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of.wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat. Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District O R aV I S L E C—L.E rl Building Department No. -75Po41333 A.P. Number G �3 38d• 404!!>1 Jurisdiction: City County Property Owner �L ( T ►.I A r� Property Location/Address p Subdivision Lot No. Residential Development Q Q Q Q Sq. Footage 1 a Commercial/Industrial No of Living Mobile Home Addition/ I *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) :..............................................................................................._.. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) New Addition Sq. -Footage (Including Exterior Roofec Areas) Date District Identification' No. e 3 o l�e_ �+ y.. School District certifies that _ znj:=� 0.,,r..., (Applicant) (Street Address) — (Phone Number) UYJJ.I\� C_yk �i59 (o L ► (City) (State) (Zip Code) has complied with the requirements of Resolution No. p t -03--k O� by payment of $ Is "7. representing square feet. 2926 $ FULL MMGATION $ School District'Represenotive Date Paid by Check # Remarks: L3 Notla: You may protest the Imposition of the toss Identified above by submitting a written protest to the Distrld, In compliance with Govermrent Code Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely written protest will'prohibk you from challenging the Imposition of the hes in any court action. K, subsequent to the School District Repnpentatlw signing this Butte County Schools Impact Fee Certification Form, the School Disblet Is notified by the applicable Local Planning Agency that this project Is being rovievwd under the Callfomia Environmental Quality Act (CEQA) thio pnojeet may be subject to additional school hes to full nYtlpate.lts impact on the school dlsb ft schools. . White (applicant), Yellow (building department), mink (school district) feeform.xls (to/03)dmm A� 4-11 'A \( BUTTE COUNTY D.B.-1 MAY 19 2PO4 � P 0 4-1333 DEVELOPMENT cicaVTOES OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner-buildee' building permit has been applied for in your name and.bearuig 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. I personally plan..to provide, the major -labor: and.msierials..for• construction of -the-proposed �roperty improvement: YESX NO ❑ I )gA HAVE NOT ❑ signed an application for a building permit for theproposed work. !Ale, I have contracted with the following person (firm) to provide the proposed construction: �WJ760 NAME:---� , ., _( . ADDRESS:CITY.. PHONE: CON'TRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. 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: PROPERTYOWNE I S DATE: L1716`1 NOTE: Thu Owner -Builder Verification is required by Section 19831 and 19532 'of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER RAJ I OWNER BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the foIIowing information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations; and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subc conditions. ontractor, only tinder limited A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit; erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless theyare performing Information about licensed contactors be obtained a P °gig their own work personalty. n°a3' by contacting the Contractors State License Board in your community or at 1020 N Street; Sacramento, CA. 95814. Please complete the "Owner guilder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued umtil the verification is returned. rely. Ivlic 1 C. M ira, C.B.O. er, Building Inspection NOTE: n'is Owner-BrcilderInfornrEdon is required by Section 19930 of the California Health and Safety Code i L� Residential ❑ New Single -Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Septic N Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) OR Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval NJ Site Plan Stamped Approved • By Date ZJ "2� X11 Page 1 of 5 SITE PLAN. REVIEW APPLICAnTION Vate: n p (i C AP# Permit Number (if applicable) Cry — 1 "3S Bin Number APPLICANT INFORMATION . ParcelPe:Owners pz,,�� L�% C Name: 61 Owners Address: 6M va Telephone No.: ��30R Situs Address: Proposed Use: Residential ❑ New Single -Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Septic N Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) OR Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval NJ Site Plan Stamped Approved • By Date ZJ "2� X11 Page 1 of 5 c ALL ITEMS CHECKED APPLY TO THE PROPERTY N Parcel Is In: It Snow Load Area: 'ZOTY0 '-9'V `- 7r'CFb ��- • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 0 5 ® CL- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the. California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -- ------------ ------------- -------- --------- ------------ -------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: A Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front (�- D L Side Side Street Rear S' -130 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements •---------------------------------------------------------------------------------------------------------------- Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: P Book: —3-3 Date of Approval: Page: 13 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ . Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plat must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ . In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑■ Page 4 of 5 is 4 J�- INTERIOR RIDGE SUPPORTSSTANDARD PIER AS AS SPECIFIED BY MANUFACTURER - SPECIFIED BY COACH / MANUFACTURER u u n n u u n n u u n n WIND LOAD MPH EXP 13 - Y�.. MAX. SNOW LOAD n o n n a a COACH SIZE s n n e n UP TO 66 FEET 12 12 a 66 FT TO 76 FT 16 16 n OR INTERIOR RIDGE SUPPORTSSTANDARD PIER AS AS SPECIFIED BY MANUFACTURER - SPECIFIED BY COACH / MANUFACTURER PLANScale: V _ 10' TRIPLE WIDE MOBILE COACH u u n n u u n n u u n n WIND LOAD MPH EXP 13 3 F-13 13 Ea MAX. SNOW LOAD n o n n a a COACH SIZE n n n n e n UP TO 66 FEET 12 12 a 66 FT TO 76 FT 16 16 n OR ZONE h n h n h n WIND LOAD MPH EXP ii u u ss u u u u MAX. SNOW LOAD a o o n a v UP TO 60 FT 12 16 wMOBILE 60 FT TO 78 FT 16 16 I 4 NOTE:1- 0 S ARE NOT REQUIRED ON DOUBLE & TRIPLE WIDES. u t7 v v u u I I FOUNDATION PAD A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF. BY STARLITE WEIGHT CONCRETE. B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION PLANScale: V _ 10' TRIPLE WIDE MOBILE COACH .FOR TRIMS WIDE PUCE SEISMIC PtM ON ROWS Or 4 AS SHOWN FOR DOUMZ WDM PUKE SEISMIC PIERS QI ROWS or i F PER TABLE OUTLINE OF MOBILE COACH u u u o ION FOR n n h n u u ��O n n u u O n I/�5/ OR u u u u �0'. 24', 28', 26'. OR 32' 1 PLAN Bede:1,- to' DOUBLE WIDE MOBILE COACH INSTALL MINUTE MAN EARTH AUGERS (OR EQUIVALENT) WHERE PARTIAL CONCRETE OR ASPHALT OCCUR BENEATH FOOTPRINT OF HOME, IT WIND LOAD MPH EXP 80B 70C 0 3. STRUCTURAL STEEL: e. SHALL CONFORM TO ASTM A38- 38 KSI MINIMUM. SPECIFICATIONS. MAX. SNOW LOAD 60 40 w ca COACH SIZE SEISMIC PIERS SEISMIC PIERS N UP TO 66 FEET 12 12 a 66 FT TO 76 FT 16 16 rnSEISMIC ZONE 3 3 & 4 WITH LONGITUDINAL OR CROSS JOISTS. WIND LOAD MPH EXP 80B 70C I MAX. SNOW LOAD 30 30 MANUAL. WITHOUT MANUAL, SPACING OF STANDARD PIERS TO BE DETERMINED BY STATE UP TO 60 FT 12 16 wMOBILE 60 FT TO 78 FT 16 16 I 4 NOTE:1- 0 S ARE NOT REQUIRED ON DOUBLE & TRIPLE WIDES. .FOR TRIMS WIDE PUCE SEISMIC PtM ON ROWS Or 4 AS SHOWN FOR DOUMZ WDM PUKE SEISMIC PIERS QI ROWS or i F PER TABLE OUTLINE OF MOBILE COACH u u u o ION FOR n n h n u u ��O n n u u O n I/�5/ OR u u u u �0'. 24', 28', 26'. OR 32' 1 PLAN Bede:1,- to' DOUBLE WIDE MOBILE COACH INSTALL MINUTE MAN EARTH AUGERS (OR EQUIVALENT) WHERE PARTIAL CONCRETE OR ASPHALT OCCUR BENEATH FOOTPRINT OF HOME, IT WHEN REQUIRED. SEE TABLE. SHALL BE DEMOLISHED & REMOVED. SPACE IST ROW 2 FT FROM END 0 3. STRUCTURAL STEEL: e. SHALL CONFORM TO ASTM A38- 38 KSI MINIMUM. SPECIFICATIONS. THEN SPACE EVENLY. b. SHALL BE FABRICATED ACCORDING TO AISC c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: �4 z i.ELECTRODES: E70 It. PLATES: ASTM A38 Qi HL BOLTS: STANDARD ASTM A307 [ Iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE t` W CO 00 Ep `T" 0 rxisrnc ,atnc1 CONSULTING SERVICES (CTC) e. LATERAL :X -LARGE PIER: 1907 LBS. ULT. LOAD LARGE PIER: 2423 LBS ULT. LOAD CDAN;M tEAM1 w I I rn WITH LONGITUDINAL OR CROSS JOISTS. r d I I �] 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S INSTALLATION QN MANUAL. WITHOUT MANUAL, SPACING OF STANDARD PIERS TO BE DETERMINED BY STATE W (, HOMES PARK ACT. w wMOBILE ��+ u rn I 4 I 4 Ci CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR COACH. w SEISMIC PIER • I I FOUNDATION PAD A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF. BY STARLITE WEIGHT CONCRETE. B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION Q T� W / PER TABLE V 1 1 (� 6 4 m m GENERAL NOTES: REVISIONS BY REFERENCE:CAUFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 05-02-03' YW I. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS WHERE INSCALLED. 2. ALL FOOTING TO BE SUPPORTED BY FIRM, UNSATURATED, UNDISTURBED SOIL OR FILL COMPACTED TO 90% REL COMPACTION. FOOTINGS ARE DESIGNED FOR 1000 PSF 1 BEARING CAPACITY. THE BUILDING PAD SHOULD CONSIST OF ONE MATERIAL TYPE. SEISMIC ZONE WHERE PARTIAL CONCRETE OR ASPHALT OCCUR BENEATH FOOTPRINT OF HOME, IT 3 & SHALL BE DEMOLISHED & REMOVED. 4 0 3. STRUCTURAL STEEL: e. SHALL CONFORM TO ASTM A38- 38 KSI MINIMUM. SPECIFICATIONS. ®�� �, 1 A6'6,�t�m, ''?q cl . �Or CN -%f "SE�i'�'MIN b. SHALL BE FABRICATED ACCORDING TO AISC c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: �4 z i.ELECTRODES: E70 It. PLATES: ASTM A38 Qi HL BOLTS: STANDARD ASTM A307 [ Iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE t` W CO 00 EL ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE w a PROTECTIVE COATED. 4. THE C.P. SEISMIC PIER SHALL BE LJSTED AND LABELED BY CERTIFIED TESTING AND FOR THE FOLLOWING LOADS: W CONSULTING SERVICES (CTC) e. LATERAL :X -LARGE PIER: 1907 LBS. ULT. LOAD LARGE PIER: 2423 LBS ULT. LOAD � z a b. VERTICAL : 18000 LBS ULTIMATE LOAD O 5. THIS FOUNDATION SYSTEM IS FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED U WITH LONGITUDINAL OR CROSS JOISTS. r 6. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL N OF SITE WITH NO EXISTING SOIL PROBLEMS. SEE TITLE 25 SECTION 1334(b) �] 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S INSTALLATION QN MANUAL. WITHOUT MANUAL, SPACING OF STANDARD PIERS TO BE DETERMINED BY STATE W (, HOMES PARK ACT. I -1 wMOBILE ��+ FOUNDATION PAD NOTES: n a I. FOUR FOUNDATION PADS ARE AVAJIABLE FOR USE WITH THIS SYSTEM. THE PIERS CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR COACH. w 2. FDTN PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED SOIL; (SEE GEN. NOTE 2) I. -_I 3. CONCRETE FOUNDATION PADS O A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF. BY STARLITE WEIGHT CONCRETE. B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION Q T� W OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). V 1 1 (� OUTLINE OF MOBILE COACH 2', �ORI PLAN Scale: 10' SINGLE WIDE MOBILE COACH 12 IN OVERSIZED 3/8'x3'FOR CHIPPING AND/OR FLANGED PLASTIC CORNER BREAKAGE ANCHOR INSERTS N•l e < � 3 36 l/2' 4' 5/8' x 1-3/8' FLANGED ' 5/8'x3' STAINLESS STEEL OR C. WHERE FIELD CONDITIONS REQUIRE PAD ROTATION, NO MORE THAN HALF OF THE PADS IN A TRAVERSE UNE CAN BE ROTATED SO THAT THE LONG DIMENSION OF THE PADS ARE PARALLEL TO THE COACH BEAM. 4. PRESSURE TREATED FOUNDATION PAD A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.I.-83 CC. PLUGGED. NER-QA397,PRP-108. COACH SIZE NOTES: I. UNLESS APPROVED BY ROCK SOLID ENGINEERING, THE DISTANCE FROM THE BOTTOM OF THE FINISHED FLOOR TO THE HIGHEST POINT ON THIS ROOF SHALL NOT EXCEED: A. 8 OR 10 FEET FOR SINGLE WIDES (SEE TABLE) B. 10 FEET FOR 20 FT WIDE COACHES C. 12 FEET FOR ALL OTHER DOUBLE WIDES IJSTED ON PLAN 112 D. 14 FEET FOR TRIPLE WIDES 2. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE. LAYOUT SHALL BE REVIEWED AND APPROVED BY ROCK SOLID ENGINEERING. INSPECTION REQUIREMENTS: I. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. 2. ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEIGHT AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH TITLE 25 & MANUFACTURER. WAIWAC UREDROMERIVOMHMS _ FOUNDATION SYSTEM QALTH AND LUM COM SECTION 18M _ APPROVED R111:.TToco" CTsOm MDT® APPROVAL DOES NOT AVRIOF=Olt APPROVE AM pummom Olt DEVIATION FROM tEQM8Mm1iS OF AMIiABIBSTATS LAWS AND R6OUTAT101O tui dOHTad4 Ifgsr 1 H� � c®b �4r� �-"mgdD�AlmsrA/mARaW _ FLANGED PLASTIC 5/8 x 3' FLANGED COACH 1 BEAN / ANCHOR INSERTS PLASTIC ANCHOR INSERT 2 - 3/8' x 1' BOLTS aA - S fdsmJ e�OT� MSw ¢ 3• x 3' PLATO l 4 - 3/8' 5' FIELD DRILL HOLES 4x4 -4x4 WWF 3. 3.5'„. 7 WAWITH NUT OPTION OF M 4' 4 - 114 TEx STS y'!�l Opp SSp^^^��•x��E n 4x4 -4x4 WWF 2' DIA COACH C}� F T N PIPE OR J BEAM L. 666..J��"' ` t P. PRO PAD PRECAST PAD INF T NPP 4 STD PIPE } 3O'x32'x3/4' PLYWOOD HOLES FOR C.il. I8'x24'x3/4' � PLYWOOD CONNECTED WITH EIGHT 1-1/2'x.120' NAILS OR 8#8x1-1/2' FHWS l I s HOLES FOR 1/2'x2 -I/2' C.B. m o M -i 4' 4' 4' 32' Q -PAI) PLYWOOD PAD FOUNDATION PADS Not to scole N fpR THE IS IN PIPE M SEISMIC ZONE 3 & 3 & 4 4 �,yl� d@p � a: fIL i ®�� �, 1 A6'6,�t�m, ''?q cl . �Or CN -%f "SE�i'�'MIN N FOR THE 18 PIPE WIND LOAD(MPH,EXP) 70B ? 80B 70C f15 FT -1 ml mvnnc t` W CO 00 MAX. SNOW LOAD 40 i 40 1^ 40 00 3/16' PLATEBASE CLAMP THREADED R00 4 - 3/8'EISMIC BOLTSIER �+ 00 B OF .41OF 6 OF B OF N OF p OF 3/16' PLATE LEGS d . O L\2 SEISMIC TIE- IDOYNS SEISMIC TIE- SEISMIC TIE - TYP OF 2 z COACH SIZE PIERS w PIERS DOWNS PIERS DOWNS STEEL INSERT, 5/8'x1-1/2' BOLT O4 1/2 BOLT EISNIC PIER A FOUNDATION PA 12' x 60' 6 0 6 4 6 4 z slot Ma ex W i 1/4' PLATE DRAWN: YMW JOB #: W03002B SHEET: 1 w SEISMIC 14' x 60' 6 0 6 0 6 4 CONNECTION ELEVATION Not to ScOle NOT TO SCALE 16' x 60' 6 tl 6 0 6 4 12' x 60' 6 4 6 4 6 6 U z 14' x 80' 8 1 0. 8 4 6 6 16' x 60' 8 1 O' 6 4 6 8 12 IN OVERSIZED 3/8'x3'FOR CHIPPING AND/OR FLANGED PLASTIC CORNER BREAKAGE ANCHOR INSERTS N•l e < � 3 36 l/2' 4' 5/8' x 1-3/8' FLANGED ' 5/8'x3' STAINLESS STEEL OR C. WHERE FIELD CONDITIONS REQUIRE PAD ROTATION, NO MORE THAN HALF OF THE PADS IN A TRAVERSE UNE CAN BE ROTATED SO THAT THE LONG DIMENSION OF THE PADS ARE PARALLEL TO THE COACH BEAM. 4. PRESSURE TREATED FOUNDATION PAD A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.I.-83 CC. PLUGGED. NER-QA397,PRP-108. COACH SIZE NOTES: I. UNLESS APPROVED BY ROCK SOLID ENGINEERING, THE DISTANCE FROM THE BOTTOM OF THE FINISHED FLOOR TO THE HIGHEST POINT ON THIS ROOF SHALL NOT EXCEED: A. 8 OR 10 FEET FOR SINGLE WIDES (SEE TABLE) B. 10 FEET FOR 20 FT WIDE COACHES C. 12 FEET FOR ALL OTHER DOUBLE WIDES IJSTED ON PLAN 112 D. 14 FEET FOR TRIPLE WIDES 2. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE. LAYOUT SHALL BE REVIEWED AND APPROVED BY ROCK SOLID ENGINEERING. INSPECTION REQUIREMENTS: I. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. 2. ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEIGHT AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH TITLE 25 & MANUFACTURER. WAIWAC UREDROMERIVOMHMS _ FOUNDATION SYSTEM QALTH AND LUM COM SECTION 18M _ APPROVED R111:.TToco" CTsOm MDT® APPROVAL DOES NOT AVRIOF=Olt APPROVE AM pummom Olt DEVIATION FROM tEQM8Mm1iS OF AMIiABIBSTATS LAWS AND R6OUTAT101O tui dOHTad4 Ifgsr 1 H� � c®b �4r� �-"mgdD�AlmsrA/mARaW _ FLANGED PLASTIC 5/8 x 3' FLANGED COACH 1 BEAN / ANCHOR INSERTS PLASTIC ANCHOR INSERT 2 - 3/8' x 1' BOLTS aA - S fdsmJ e�OT� MSw ¢ 3• x 3' PLATO l 4 - 3/8' 5' FIELD DRILL HOLES 4x4 -4x4 WWF 3. 3.5'„. 7 WAWITH NUT OPTION OF M 4' 4 - 114 TEx STS y'!�l Opp SSp^^^��•x��E n 4x4 -4x4 WWF 2' DIA COACH C}� F T N PIPE OR J BEAM L. 666..J��"' ` t P. PRO PAD PRECAST PAD INF T NPP 4 STD PIPE } 3O'x32'x3/4' PLYWOOD HOLES FOR C.il. I8'x24'x3/4' � PLYWOOD CONNECTED WITH EIGHT 1-1/2'x.120' NAILS OR 8#8x1-1/2' FHWS l I s HOLES FOR 1/2'x2 -I/2' C.B. m o M -i 4' 4' 4' 32' Q -PAI) PLYWOOD PAD FOUNDATION PADS Not to scole N fpR THE IS IN PIPE M ?4 4 - 3/8' BOLTS TIGHTEN TO 180 IN -LBS 1/4'z2'xt4�3' ANGLE 3' WI x 3' PLATE �,yl� d@p � a: fIL i ®�� �, 1 A6'6,�t�m, ''?q cl . �Or CN -%f "SE�i'�'MIN N FOR THE 18 PIPE TI LBF IN 7 FCLAMR IN TO CLAMP $ • f15 FT -1 ml mvnnc t` W CO 00 Vi HEIGHT 7 INCH SMALL3/4' 1^ ly 00 3/16' PLATEBASE CLAMP THREADED R00 4 - 3/8'EISMIC BOLTSIER �+ 00 a ct UWE A SID. CTLL=S SUPPORT PW NxstLLlwnON YANULL 11.5 INCH REGULAR 3/16' PLATE LEGS d . O L\2 I:: p z z 18.5 INCH EXTRA LARGE E_ Ui -- TYP OF 2 z w Lo W Ix w 00 Ce, Ln W U C\1 4, STEEL INSERT, 5/8'x1-1/2' BOLT O4 1/2 BOLT EISNIC PIER A FOUNDATION PA L36]*MAX U) VITHPLASTHARIDENED WASHER slot IDN zx z slot Ma ex W i 1/4' PLATE DRAWN: YMW JOB #: W03002B SHEET: 1 OF I SHEETS SEISMIC PIER, Not to Scale TYPICAL BEAM T PER INSTALLAGRAr OTION MANUAL C.P. SEISMIC PIERNI-PATENT #5595366 CONNECTION ELEVATION Not to ScOle NOT TO SCALE Iz. to I 0 C7 d a V) W V U zo V) t` W CO 00 z Vi C\2 o ly 00 W �+ 00 a xU00 �D d . O L\2 I:: p z z E_ Ui -- n z w Lo W Ix w 00 Ce, Ln W U C\1 4, W z U) o z G. W DATE: 04-28-03 CAL :AS SHOWN DRAWN: YMW JOB #: W03002B SHEET: 1 OF I SHEETS 6�8�6' SITE ............ ........ ...... ........ ....... :...:.... ....:.....:................:.....:................. ..:....:. ............ ................... .................................. ....t.. .. ..... .... ,1. ............ .. ................... ..... r . .. ...... i...... i..... .. ............. .. .. .. .. .. ... .. .. .. .. .... .. .. ... .. .. .. .. .. .. .. .. .. .. ... .. .. ... •..dk..,.. j.............. .. ............ }.:. .. ... .. .j. ...............j. ..............j. ...;...... ..... i.......... .. ... .. .. .. .. .. ... .. .. ... .. .. ... .. .. .. .... .. .. .. .. ....... .. .. .. ..� _,.. ;. i.. ............... .. ............. .. .. .. .. .. . ................... .. .. ...... -... .... .. .. .. _ ........................... .. .. .............. .. .. j ......:......:...... ............. ..................... .............. {......,. ....:.....,......}.................... .. .. .. .. .. .. i..j.. .. ............ .................... .....<............>.... ............ ........................... p :,. 2.. ..............._.................... ;.... .. .,:,.... ................. .. .. ... .. .::.... ..: ..... ... ... `... :. .,. ...:..:...... :...... :...:................. .............................. ....... .A� a.. ..:. ....:.....:......:......:... ..:.............. .CTi�1C►L,IIECH�NIAI;, .. ....................:..... .� - . t.................... . ...................................... 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