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069-230-023
r• 03-2161 t '7 069-230-023 THOMAS, R -A APACHE CIRCLE, OROVILLCJ�N�� NEW MH PERM FND NEW SIT] 77 • 'i s F �YSb R �2s�{ri i X�3�t 7$C + rlfi t':` �f I ... `�J- � . `tz s3 Y _t^ ': • 'rr 1 *t�� �•'•�}A �...i F t RECORDING REQUESTED BY: AND. WHEN RECORDED MAIL TO: r BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 03-EMar-2004. 2004-0011939 ) 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 X18551. 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. RAY THOMAS AND JAMES FELLY BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 2206 SALEM WAY 7 COUNTY CENTER DRIVE .MAILING ADDRESS MAILING ADDRESS RO&LIN PLACER CA 95765 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE . ZIP 181 APACHE CIRCLE 03-2161 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENTG PERMIT NO. TELEPHONE NUMBER 77104wij OROVILLE BUTTE CA 95965 = 2-23-04 CITY COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCY OFFICIAL DATE SAME ,, NONE r UNIT OWNER (if also property owner, write "SAME) DEALER NAME (if not a dealer sale, write "NONE") SAME -NONE MAILING ADDRESS DEALER LICENSE NO. . SAME CITY COUNTY STATE ZIP y .UNIT DESCRIPTION , FLEETWOOD 2003 WOODLAND PARK l MANUFACTURERS NAME DATE OF MANUFACTURE - i : MODEL NAME/NUMBER CAFL317A/B26893 WP12 45'4"X13'4"&44'X13'4" PFS0829822/3 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) mer PROPERTY LEGAL DESCRIPTION - - ASSESSORS PARCEL NUMBER AP # 069-230-023 SEE ATTACHED Order No. 104256 EXHIBIT "ONE" Lot 170, as shown on that certain Map Entitled, "KELLY RIDGE ESTATES UNIT NOA", filed in the Office of the County Recorder of Butte County;, California, on July 26, 1974, in Book 43, of Maps, at Page(s) 44, 45, 46, 47 and 48. Assessor's Parcel No: 069-230-023 :. `.. ,z ,.. � _ , ._ DEPARTMENT USE ONLY STATE'OF CALIFORr11A„m, BUSINESS. TRANSPORTATION, AND HOUSING AGENCY T�1 _ 'DEPARTMENT USE'ONLY TRANS CODE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENTiA DECAL DIVISION OF CODES AND STANDARDS •+ NO. ? MANUFACTURED HOUSING PROGRAM � VOW , NCH CONTROL NO. MCO DEALER REPORT OF SALE OR LEASE NEW MANUFACTURED HOME OR SITUS CC TAX TYPE: LPT EXT MULTI -UNIT MANUFACTURED HOUSING CALIF:DEALER LICENSeWO. 'Oa TE�OFTtANSFERTO DEALER USE CODE,ICK—one) ORIGINALSALErLFASE PRKPl OR[4C06TCODE _ SFD 13MUMN —a ::,;' - ... .- • NAME 'OFMANUFACTURER I MANUFACTURER LICENSE NO. - MANVACTURERTRAOENAN.E,-,,,- ,DATrOF ` MFG. MODEL NAME OR NUMBER MANUFACTURE INS 7ALLATION TYPE Icncct onc) DATE OF SALE OR LEASE Real vropbrty"tmpravemen[ ❑ Personal➢ropeMy SECTION NO. ItJ) MANUFACn1RER SERIAL NUMBERIS) HUD LABEUHCO INSIGNIA NUMBERIS) LENGTH (inches) WIDTH (inches) WEIGHT l[bcl -c .`rt/' �3.,' •�--.lir. /::.1 �, .� ` ,� � •TF `S` r'� f-`' �— �:4 �.. t i L <•{J Cs. i i', I J' +V' 1:.'� Receipt Number: Receipt Date: Clerk ADD SECTION ❑ DEPARTMENT USE ONLY -Registered Last First Middle PPF Owner(s) [print true 1. ` RF name(syILT .. �.> 7. MRF If applicable• check one of the following: ❑ TENCOM OR ❑ JTRS 0 TENCOM AND 0 COMPRO PEN1 Current Mailing Street,_. ^' PEN2 Address.• - �` .'. , ,r:>- .i City ...� ._. •County ..-State .- --Zp ^ =— -i - Future Mailing street , , „ ,. ?' -'; TRF Address (it different than above)' t '• City� .� County, — $late _ . Zip TOO — $itUS (location) Street i 'f _ ', .•.. ' �'' DUPT Address of Unit ` County- i• .State .• r•., 'Zip 'DUPR SUED Legal -Owner (lienholder) [print a:•�t. %. CONF true name(s)) REPO If applicable, check one of the following: [3 TENCOM OR ❑ JTRS ❑ TENCOM AND 0 COMPRO RREG Mailing Street City State 'Zip RSF Address Junior PLT Lien holder (print true names(s)] SIT If applicable, check one of the following: ❑ TENCOM OR ❑ JTR$ 0 TENCOM AND ❑ COMPRO UTP RT Mailing Address'Street City State Zip ASF CERTIFICATION j1h.n The applicantand dealer Signing below state to the best of their knowledge and belief that all statements made in this application are true and correct. The certifies that the described unit is in compliance with all provisions of the Health and Safety Code and Department regulations adopted pursuant to the Hea Code. SIGNATURE OF NEW REGISTERED OWNER(S):3. rDEALER NAMEi-+iY'� � i..)J'{�./ l'-:=�.%t i__: IL ,%`yi''L•' SI6 RE OF QU7HORIZED AGENT DEALER ADDRESS: - •f ` -' ^. SALESPERSON NAME.'_ I \ ^SALESPERSON NUMBER: Ya f 't h+, .� \HCD 4110.1 13198) Copy 1 • Department, Copy 2 - Purchaeer, Copy 3 -Tax Assessor,, Copy 4 -Dealer Bao\. No. .,y U CC r; , "" Fidelity National Title Company. . OF CALIFORNUA , 455 Oro Dam Blvd. # A • Oroville, CA 95965 (5301 533-5511 • FAX (530) 533-1526 DI=ALER SALE OF A NEW MOBILEHOME ESCROW INSTRUCTIONS Date: July 24 `203 ' Escrow No.: 104371 -CC Escrow Officer: Cindy Costa Dealer: Fleetwood Retail Corp " Buyer(s): Ray Thomas and'James Kelly The Buyer(s) shown herein are purchasing a mobilehome described belowIfro m the Dealer herein on the terms;"conditions.and instructions hereinafter stated and will hand you (Escrow Holder) or will cause to t ave handed to you the consideration as follows: Buyer(sI will deposit with escrow.an initial deposit -in the amount of$ 47,789.00 TOTAL CONSIDERATION ... $ 47,789.00 Buyer(s) will hand you any additional funds and/oi documents required to enable you to'comply with these instructions, which you are authorized to use and/or deliver provided on or before when you can hold and/or comply with the following: 1. CERTIFICATE OF.TITLE AND REGISTRATION CERTIFICATE(S) COVERING THEFOLLOWING DESCRIBED MOBILEHOME: DATE OF MANUFACTURE: { DATE FIRST SOLD: ` M_ APIUFACTURER: FLEETWOOD RETAIL' TRADE NAME: FLEETWOOD 'CORP. 'MODEL No:: 4453A +' MODEL NAME: FLE_ETlV00D DECAL NO.:, NEW SIZE:; � 27 x 46 ', «• SERIALNO.(S):. TO FOLLOW ON DRS DOH/INSIGNIA NO.(S): TO FOLLOW ON ' DRS THE PARTIES STATE SITUS ADDRESS TO BE: 2003 FLEETWOOD MANUFACTURED HOME SPACE #: fes' / APACHE CIRCLE,-OROVILLE, CA 95966 2• • ' APPLICATION FOR REGISTRATION AND CERTIFICATE OF TITLE TO BE DESIGNATED AS FOLLOWS: . , - REGISTERED OWNERSHIP to be the mobilehome and other relatedproperty" " t follows: is to be as • Vesting: - Ray*Thomas and James Kelly, Current Address: 2206 Salem Way #A r City, State and Zip: Rocklin, CA 95677 Future Address: City, State -and -zip: LEGAL OWNERSHIP, (for Lender's interest, if any) is to be as follows: Vesting: NONE -CASH k Street Address: City, State and Zip: , r 3. MOBILEHOrvIE INSTALLATION AND DELIVERY Ths'mobilehome-is tote delivered and installed at the situs address shown herein. ' a ' If the mobilehome is to be located in a MDbilehome-park and this -escrow .is comingent upon Buyer(s1 receiving approval by the Park Management for the mobilehome described herein to be placed in and remain in said location for at least one year, a statement, signed by the Buyer(s) indicating that -the Buyer4sl has -agreed Tache -terms of the parks rental lease agreement as well as the rules and regulations of said park, shall be delivered into escrow. prior to the close of escrow. Continued on following page .. STATE OR CALIFORNIA RT, i:SS, TRANSPORTATION AND HOUSING AGENCY —iPARTMENT OF HOUSING AND COMMUNI-I-y DEVELOPMENT DMSION .OF CODES AND STANDARDS- ' REGISTRATION AND TITLING PROGRAM ns STATEMENT OF FACTS This unit is a: Mobilehome C] Commercial Coach FloatingHome Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) I/We, the undersigned, hereby state: ` THE ABOVE DESCRIBED, MOBILE HOME -HAS BEEN INSTALLED ON AN APPROVED PERMANENT•FOUNDATION SYSTEM AND IS PRESENTLY IN ESCROW WHICH WILL CLOSE WITHIN 45 -DAYS. I/We further agree to indemnify and save harmless the Director of Housing and Community Dev of California, and subsequent purchasers of said unit, for any loss they may suffer resulti from (registration to the above-described unit in -California, or from issuance of a California cern 'cate of title covering the same. 5 I/We certify under penalty of perjury that the foregoing is true and correct. Executed on at - OR.O UJ t (Date)City) , (State) Signa (s) Printed name(s)' i Address/ City�l�D�1 LL�r ; ,- State_ HCD 476.6 (REV 9/91) h 111INI1111111111 RECORDING REQUESTED BY: - 2Ka103-1251GD383z4 Fidelity National Escrow No. 10425Title of California Recorded I REC FEE 10.00 6 -CC r 4 Official Records 1 TAX 13.20 Title Order No. 00104256 CoBunnty Of I When Recorded Mail Document ;,_ CANDACE J. GRUBBS I and Tax Statement To: Recorder I ROSEMARY DICKSON. I Mr. RayThomas" -.-/co BFJ, Company Assistant I Myles Mr. James Kelly 09:00AM 13 -Jun -2003 I Page 1 of 2 .2206 Salem Way, Ste A Rocklin, Ca. 95677 APN: 069-230-023 GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE c- The -undersigned grantor(s).declare(s) Documentary transfer tax is $13.20 ' I X l computed on full value of property conveyed, or [ l computed on full value less value of liens or encumbrances remaining at time of sale, { l Unincorporated Area City of`Oroville FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Vesta M. Koontz, An Unmarried Woman hereby GRANTS) to . Ray Thomas, a married man and James Kelly, A married man, both as Joint Tenants" the following described real property•in .the City of Oroville" County of Butte, State of `California: On DATED: June.5, 2003 'STATE OF CALIFORNIA COUNTY OF/P !Sa ntQ Pic V ON before me, Vesta M. Koon i e personally appeared ` m. i personally known to me (or proved tome on the basis ` of satisfactory evidence) to be the person(e) whose name(a4 is/afasubscribed to the within instrument and i acknowledged to me that 4e/shek4ey- executed the same in*► &/her/*eif authorized capacityfiesi, and that KATHY PETERS by -1 4/her/#;Isk signature.(N on the instrument the Notary Public - California Commission # 1365772 Z person(s►, or the entity upon behalf of which . he Santa Clara County CM person(a) acted, executed the instrument. • Nr comm. Expiros Jul 21,2W6 Witness ;mlyhan*d and offici I. Signatur - MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED Order No. 104256 EXHIBIT "ONE" Lot 170, as shown on that certain Map Entitled; "KELLY RIDGE ESTATES UNIT NO. 3", filed in the Office of the' -County Recorder of Butte County, California, on July 26, 1974, in Book 43, of Maps, at Page(s) 44, 45, 46, 47 and 48. .Assessor's Parcel No: 069-230-:023 NOTES RESIDENTIAL 069-230-023 03-2161 ' PERMIT NO. � � ^ �- THOMAS, RAY �g APACHE CIRCLE,.OROVILLE i NEW MH PERM FND NEW SITE f 03 3.3 z> / -...Tl-!E HCD FORM 433A FOR THIS MH CANNOT BE i li&ORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW _ MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED _ BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ."_�. "-: OFFICE COPY Address + y GAS> R Meter By Datee!_,�2�3/,+v IC JOB FINALED (Date) O i� �s Signature 8. Utility Clearance Date Card B-1 Date Card B-1 _ d=OK Card B-1 Date Card B-1 0 = Not OK 1. NotReadyable MOBILE HOMES . = 3. Date MOBILE HOME UTILITIES (Plans), OK except #'s Electricity; MH Test -Crossovers -Breakers -Clearances 1. Zoning Requirements -Setbacks -Easements Drain; MH Test -Fall -Flex Connector ._-o 2. Soils; Special MH Support Sketch Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg'-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) •12. 5. Electricity; Location -Clear es-Grn Amp -Concrete bGas; Locatio a rap;-/ P' L 'ft. 7.. Electric / /'Nat. or /" L" P LPG 8. 7. Well Clearance & Disconnect 8. Utility 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 n 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector ._-o 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 . E Date Card B-1 Date Card,B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) �;, oning Requirements -Setbacks -Easements oot'ngs; Size -Spacing -Marriage Line ocking 4. Gas; M T errand -Valve Ape-Efectricity;.MH Test 6. Water; MH Test 7. Water and Sewer Connected Gas and Electricity Tagged Exits 10. License Decals 11. Verify #'s with Office Date , Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 ZT FFS GdFL � J��y s Soils; Compaction -Structure Stability . I 4 Date s Soils; Compaction -Structure Stability . MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI _ 1. Zoning Requirements -Setbacks -Easements ' • 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails t _ 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg'-Frg-Bracing Plumb.; Cir. Test -Water Supply Test 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures •12. 6. Carports; Windows -Doors 7.. Electric Card B-1_ Date- Card B-1 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing ' 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date ' - Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 2. Soils; Compaction -Structure Stability . .� 3. 't Pool Structure; Steel -Connections -Thickness Dead Men -Lining _ 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI - 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9.. Health Department Approval ' 10. Plumb.; Cir. Test -Water Supply Test 11.. Light Niche •12. Enclosure; Fencing -Alarms Date _ Card B-1_ Date- Card B-1 Date Card B-1' Date Card B-1 J=OK 0 = Not OK Re RESIDENTIAL (Single & Duplex) - = Not Applicable . =Not Ready 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/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 , I . Date 16. Insulation 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 52. 18. Water Pipe; Test & Anchor -Nail Protection 53. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 54. 20. Shower Pan; Test, First Floor -Tub Access 55. 21. Test Tub & Shower, Second Floor -Tub Access 56. 22. Gas Pipe; Sixe & Anchors 57. 23. Fire Sprinkler; Test 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Glazing Area -Glass Protection -Skylights -Plastic Card B-1 Date Card B-1 Date Shear Walls; Nailing -Bolts Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water FINAL (Plans) OK except #'s 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 64. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 65. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 66. 32. Service -Riser Conductors & Ground Main Disconnect 67. 33. Equip. Clearances Panels-Motors-Mech. Equip. 68. 34. Clothes Closet Light -Shower Light -Spa Light 69. 35. Smoke Detector 70. Stairs & Rails Date 71. Card B-1 Date Card B-1 Date 72. Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 75. 37. Vent Fan, Exhaust above insulation 76. 38. Condensate Drain & Overflow, Size & Grade 77. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 78. 40. Attic Access & Platform if Furnace in Attic Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date Insulation -Foam -Looked in Attic 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 , I . 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. I nfi Itration-Wal Is -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 0 Yes O No/Walks O Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: "'rc'Fay .sY'+wv'�i7•y�i1"^rr�'-.`^a+..,,y ....-.r « ti- !"-�.a�- +�,.i.iP�--��`.+_.--...-..-... "lV.r."'x.�� .d " ..-^. a � • � Y �� f COUNTY OF BUTTE `tib BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 aF CORRECTION NOTICE` OWNERTTT Y PERMIT NO. fi3 A routine inspection indicates that the following violations of butte county Ordinances exist at the - " above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ' please contact, this office immediately. J ' X "4 i� �k Date Inspector Ale—d– - REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �� �✓ h Inspector/ e/2 f REV 10/92 ......,,,,;;,w,�w�...-...w.�.-��:'1�'��,.yl,,•-y..,,.ty - ;'..t„✓rw'+....:,.�.�,r.;tr.:ro, •�xr,-+.+w. :.-r..n+'+�wK�•-..�,�,., .. COUNTY OF BUTTE BUILDING DIVISION 4 DEPARTMENT OF DEVELOPMENT SERVICES' 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE WNER PERMIT NO. A routine inspection indicates that the following violations of butle'county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have•any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector REV 1 :ter. '!M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �. 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 j t4r N •(Rev.12/96) APPLICATION AND PERMIT 0✓� �V I I ASSESSOR PARCEL NUMBER or,9-no-onTJ ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2206 SAIEM WAY ROCNI IN, CA 95769 CONTRACTOR'S NAME a TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee Z,,99J9 $ 241.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUIL D ESS APACHE CIRCLE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �Mq NU PEgM FM NEW SITE Gas piping sy2tem 1 - 5 outlets 15.00 5.00 Building sewer 15.00 1 171. Mobile Home IS I GI WT—. @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service "'oA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. 3rr�G Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: EfIFI as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: M -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'com en ation insuran carrier and policy number are: Carrier �...� . Policy, Number - (The above sections need not be complet d if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo ith comp it Beoprovisions. X Date t% % �"?3 Ign lure of A li ant - ❑ Owner ❑ Contractor ❑ Agent An OSHA perm s required for excavations over 60 eep and demolition or construction of structures ova3 st ig _.3 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( 6 ACC. BLDS. 3.5,s No RESD. MULTI.OUTLET @7,50 OWER APPARATUS a SINGLE OLIfLET c R. Ex. Occup. OUTLET OR FIXTURES BAL @' 0 Ex. Occup. DUTLEEDTS gESIp.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE S MECHANICAL PERMIT Ing ee 1 20.00. Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ I F7 Ct PARCEL / V PD SU This permit is hereby Issued under the applicable provisions of the B County a and/or Resolutions to do work indica d a r whi fees have been paid. Q By /�" Datq, S1� PERMIT EXPIRES ON S Q I Det Receipt No `-� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 38-75 _ aPEgMIT No. (Rev. 12/96) APPLICATION AND PERMIT(n-�-- ASSESSOR PARCEL NUMB ZONIN BUILDING PERMIT O"NE+/ TE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING AD RE ( C^ C� J // CONTRACTOR'S E TEUPJNONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS —Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ^ Permit Fee I► .. $ / ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ IIZ.)CST PERMIT FEE $ LOT NO.Ij� lJ 7LSIONS NAME n j q SUBDIVISIONS S J PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑� Duplex ❑ Mobilehome t"her SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping Water 15.00 15"(50 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UHrlties ❑ InstallationOth Describe Work: _� S Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00/P Mobile Home I S I G I W @20.00 PERMIT FEE t �� Lel_ ; X D a 2E� C_ ELECTRICAL PERMIT Fling Fee 20.00 DODV OR LESS Main Service zooA OR LESS 23.00 3 -� fy� ' - Sik � O - � �.J� � ' a �� ' ��� !�� � sA_J C_.may 6 Main Service MOA TO ICODA 46.00 NEW CONST. DWEUJNG OCCUP. SO OR ADDNS. ( a ACC. BLDs. 3.5;ts NEW CONS . MULTI.OUTLET 7.50 NON RESID. C Lo POWER APPARATUS a SINGLE OUTLET CIR OUTLET OR FDCTURES L @ t.00 Ex. OCCU BA0 @ .50 Ex. Occup. ouunnErs RESID PPLM.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating oo Hling ood 6.50 Hd Ventilation PERMIT FEt 3 Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ a =AZ FLO D CDF EL HD SUE X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50° deep and demolition or construction of structures over 3 stories in height. ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT This permit is he issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. , By Date PERMIT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET G� OWNER: ASSESSOR PARCEL NUMBER O (- o Od r Proposed Building Use: ` Counter Technician: Date: 74010 -5 Items required in order to apply f r a permit.(JAII boxes MUST be checkedR marked NA in o der to apply. P 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 1 "6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Lie -do or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 1 12. Hazardous Material Form............................................................................... _ 3. Other n) f n F S Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 114. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................... topI 16. Sanitation and plot plan approval from the Environmental Health De artment in ' ❑ 1 . City of Chico Plumbing permit.........................................!12 IF8. California Department of Forestry plan approval [aid. Sent. by: %.................... 19. Planning approval for (A) Use: a K (B)Parking: (C) Parcel Check: Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for required ................ ❑ Contractor's license information. (Number, Name Style, Classification) ...................... 1 �4. Worker's Compensation Carrier and Policy Number ..............:.............................. g— I 0 ❑ 2 wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 4Letter of Signature authorization.......................................................... Recorded copy of Agricultural Acknowledgment Statement ..............." ./.'. ....... ❑'' 28. Manufactured home utility clearance............................................................... �V29. Existing violations and/or expired permits ............................................. ......... 30. Orant Deed, I.H. Title/Statement of Facts, ❑-6~-f� egal-9w or, heck to H.C.D. $ �— ❑ 31. Other: When issued Telephone Q da— and hold for pickup. I have been informed of the above.items and requirements for obtaining a building permit. Applicant: Date: !4 V 1. Index permit application for the above items numbered:.Z Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advisled of the above data by ❑ phone, ❑ mail, ❑ co inter, Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division a - ' 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. # PROPROSED BUILDING USE DATE q O3 RECEIPT # DATE RE C. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --.Revised Plan Checking Fee.... $ r 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 - Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES ' Residential (per unit)..... X # Units Amt. ti Commercial (Sq. Ftg.).... X _ $ Sq. Ftg. 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) f 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) (paid at Building Division) =x , Residential Zone X Zone # Units Amt. Commercial (sq. ftg.) ......... _X_=$ Sq. Ftg. Amt. .10. OT HER . 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 d • g the pl ec process. APPLICANT ` DATE %— ?-ev>' Pursuant to Government CJe 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) 771 V,, V . ' .. d J tih BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �` • (One form per,Building) ;�` / .-A ,. I J�,� School District UK V (( Li -em. Building Department No. O / A.P. Number o &q+ t./ --� Jurisdiction: ' city County Property Owner Property Location/Address Subdivision Residential Development No of Living units Commercial/Industrial New 1 A8uildingartment Representative . Lot No. ..................................................................................................................: I Sq. Footage' / O Mobile Home Addition/ *Supplemental to (Group R)' Installation Conversion Permit # '(No foundation inspection): .............................................................................................. 5 imoor mans revlewea oy Jcnool uistrict Personnel) District Identification No. l r O School District certifies that (Street Address) Sq. Footage (Including Exterior Roofed Areas) Date i' (Applicant) (Phone Number) cL S oL b t� (City), (State) .(Zip Code) has complied with the requirements of Resolution No. representing k O D square feet. School District 0 1 —0 1— t o by payment of $ . , A, 5 4 IQ , (o a 11AB 2926 $ FULL MITIGATION $ Paid by Check # � Remarks: (j tr,0, 1 l -to & Date v Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court.action. 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) feeform.xls (10/981dmm 3 - z1 e1 ENCROACHMENT PERMIT M JN County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/pubhcworks/forms.htail NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE. Phone (530) 538-7157 Ext. 2016 Permit Number District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways,all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: >� / f� 1 a. Company Name:r������� yL c 2. Address:,- 4 3. Phone:�Lr�-� 2.7 4. Assessor's Parcel Number. 5. Location of Work to be Done J,192 G'. �.>r�c-� 6c�--� .cam oZ• �c,� 6. Applicant's Signature CONTRACTOR'S INFOR&ATION 8. Contractor's Name 1741k--0- k–Q9. 9.Address �O -..- ! 2-- 10. 10. Phone: M� (:!5-/ gel � License 11. Fax: 12. Contractor's Number. 2�3 2(Q '7 . 13. Certificate of Insurance: Yes No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: 2Zt22, TYPE OF WORK TO BE DONE 16. Please Check: Curb: Gutter: ❑ Sidewalk. ©� 17. Driveway (List Type): ��ICv r 18. Other PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this pem-dt form) and special conditions written below, ermission is hereby ted. 19. Conditions . Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. 14 All work shall conform to accompanying: Detail 9 Plans ❑ Special Conditions IQ 21. Date I1.ssued 7 Z Z a3 22. Expiration Date: 7 -z z G J 7 23 Surety V J Mike Crump, Director of Public Works By: "Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to oneoweek. Page 1 of 2 General Conditions – See Page 2 ti BFJ COMPANY LLC ................................................................................................................................................................................................................................... "A Service Disable Veteran Company" B369075 / Supplier # 674048 2206 Salem Way Suite A Rocklin, California 95677 Phone # 8.66-235-3823 Fax # (916) 315-3554 Cell # (916) 300-2697 Web Site www.bfic6mi)any.com Email bfoink6i,msn.corn Send'to: Butte County Building Dept. From: Ray Thomas Attention: Date: 07-18-2003 Office Location: Sacramento Office Location: Fax Number: 530 538-2140 Phone Number: 530 538-7541 El Urgent LJ Reply ASAP U Please comment U Please review L3 For your information Total pages, including cover: Uomments: AFN # U69 -23U -U23 State Fund Compensation Insurance # 1645719-01 If any additional information is needed, please call, me at (916) 300-2697 Thank You in advancei for your kind consideration Ray Thomas 1 • r PERMIT NO.: -58-03 Lake, -0roville, Area Public'Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verifidation form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. 7 Date: July 14, 2003 Applicant: Ray Thomas Applicant Address: 2206 Salem Way, Rocklin CA 95765 r Applicant Phone No.: (916).300-2697 cell Property Locations(S):. 181 Apache Circle Oroville CA 95966 KRE Unit 3 Lot 170 A. P. No.(s): 069-230-023-0 Fees due: All fees paid. Application for service approvdd:(2 Q W��- 0 OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: " Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By �, i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 017Aug-2003 2003-0051039 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property, may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural including, but not limited to cultivationplowing,s ra Palygeoperations p ying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on . adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as fellows: Lot 170, as shown on that certain Map Entitled, "KELLY RIDGE ESTATES UNIT NO. 3", filed in the Office of the' -County Recorder of Butte County, California, on July 26, 1974, in Book 43, of Maps, at Page(s) 44 45, 46, 47 and 48. Assessor's Parcel No: 069-230-023 Date_ i —30-- z PRO�RTY OW,F gM- State of California County of f'?LACG-2 On -z kc-/ before me, personally appeared iP4 y v i — S =� L kft0wffTo me or proved to me on the basis of satisfactory evidence) to be the erson whose nam Wa'ftsubscribed ca the within instrument and acknowledged to me that he/s64they executed the same in hisfti6r lir authorized capacity(, and that by his/h�th"eir signature on the instrument, the persons or the entity upon behalf of which the persoa(�. acted, execu the instr�m nt WITNESS my hand a Signature Seal: MIKE LEWIS Commission # 1379489 Notary Public California ALP. #_ff—'pZ34—�a3 Placer County - - My Comm. Expires Oct 11, 2006 _ SITE PLAN REVIEW APPLICATION Date: AP# 069— 230-0 2 Permit Number (if applicable) Q 3121 & % APPLICANT INFORMATION Parcel Size: ` ,. Owners Name: 1 H O H S i2 PO� 'Z2O, ..Owners Address: � to ,� � �)_Y�, W 1Z) �/ - Telephone No.. l..� 3 02 Situs Address: s Proposed Use; Residential r �, ❑ New Single Family Residential ❑ 'Single Family Addition Mobile Home ElSingle Family Remodel ❑ Residential Accessory ❑ 'Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ' ❑ Temporary Travel Trailer ❑ Multi=family Non-residential a ❑ New. Commercial , ❑. Commercial Addition El Commercial Remodel ❑ New Industrial , ❑ Industrial Addition ; ❑ Industrial Remodel { Other: Septic ❑Well ❑ Agricultural Exempt Building El Agricultural Buffer Form EJ Other: s ` . 'Brief Explanation (if necessar . Y) DO NOT WRITE BELOW TMS. LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ' Approved ' ❑ Conditionally Approved, , Resolve Problems Prior to Approval . . . , ® Site Plan'Stam ed Approved PProved , By1� Date Page 1 of 5 ' IN ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ 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) a • Flood Zone: • Flood Panel No.: 082-S- C— Index Date: 6- 8 — `5 ❑ 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/Mu I berry (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: ,-RI-r_ Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Paaa 9 of i Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 0 Side S 3 Side Street Rear S 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Paaa 9 of i Applicable Development Fees: Standard Fees Amount Formula ❑I.Fire ❑ School* ❑ Parks/Recreation ; ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 -, ❑ Chico Urban Area — Roads ❑ 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 0 Yes Parcel Frontage on Publicly Maintained Road: ❑ No, ❑ Yes, Road Name: Complies.with County Standards for Deed Creation:[] No ❑ Yes Comments:- Parcel omments: 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 .+ ❑ ' Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page23). ❑ Construct road to: ❑ Meet Parcel size required .by zone ❑ Meet current Environmental Health -Department requirements Page 3 of.5 . a Subdivision Map/Parcel Map: J<Ct-L-^J 2 »fie G`��`_ -it ' Map Date of Recording: i -2 b - Lot: ) % © Book: Lj Page: L4 9 y ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ 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 Plan 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. Fol n Page 4 of 5 acne s».s- a wcxis+,. BBA, Alon G. Brown, P. A California Corporation �C® August 29, 2003 CM1 J .. S 0 2 2003 Mike Vierra o •� ��s RVI S1v� BUTTE COUNTY BUILDING DEPARTMENT Q. 7 County Center Drive Oroville, CA 05965 RE: Mike Ledger Construction - Contractor. Ray Thompson' Owner 181 Apache Circle +. . APN-069-230-023 Butte County, California r Dear Mr. Vierra: - Enclosed are Relative Density tests taken on engineered fill placed on the above referenced residential building pad. Vegetation and.organic materials were removed from the pad area. Native.ground was then scarified and moisture conditioned. A toe key was excavated.. and the native •ground ; was then compacted. -The native engineered.fill was moisture conditioned and placed in lifts and compacted by' wheel rolling .shallow lifts with a backhoe. The fill operation was periodically observed and -representative test results indicate the fill has been compacted in excess of.90% Relative Density per ASTM 2922 nuclear , ' ,S' .:mow. gauge,method�and was'observed to be structurally stable and suitable for a single family residence, slab=on-grade construction. r' If you.have any questions please call ourtoffice. Very truly yours, A RIN ��®CESS/®41 } k.��t��C$eor'be ,6 -/C5rn , an G. Brown, P . Principal Engineer d, �qp ' C1 IV' • Enclosure OF CA Cc Mike Ledger Construction 2060 Park Aveny®b* 03-049 P.O. Box 1576 Oroville, CA 95965 (530)534-1911 (530)533-6457 ' FAX (530) 534-0908 ` bba@cncnet.com vomui w LU W. LU W w �ms cis to etr Cs a tn 4=) 0 C14 Test # Date } -RELATIVE -DENSITY TESTS 181 Apache Circle, APN 069-230-023 ` Relative Moisture Location Density % % ' ` 1 , 8/28/03 4 SG, South Side 99% 14.30W 2 8/28/03 -1' SG, South Side 99% - 13.7% 3 8/28/03 -1' SG, SE Side 93% 1.5.8% 4 $/28/03 SG, SE Side 99% 13.0% 5 8/28/03 SG, East Side 99%, 12.9% 6 8/28/03 SG, East Side - 99% 12.5% 7 8/28/03 SG', South Side 98% 12.6% 8 8/28/03 SG, South Side 92% 12.7%� 9 8/28/03 'SG, SE Side 92% 13.1% ASTM - 1557 Maximum Density Optimum Moisture . . Native Material 121.2 PCF 11.9% Brown, Clay Sand ' 03-049 • RELATIVE DENSITY TESTS ' 181 Apache Circle ; APN 069-230-023 ' Relative ' ' Moisture Test # Date Location Density % % 1 8/28/03 ' -1' SG,, South ASTM - 1557 Maximum Density Optimum. Moisture Native Material • 121.2 RU 11.9% Brown, Clay Sand . . 03-049 Side 99°Io 14.3% 2 8/28/03 -1' SG, South'Side 99% 13.7%' 3 8/28/03 -1.' SG; SE Side. 93% 15.8% 4 8/28/03 SG, SE Side' 99% 13.0% 5, 8/28/03 SG, East Side. 99%12:9% 6. 8/28/03 SG, East .Side 99% 12.5% - --- --7---- -._ ..---$/2.8/0-3--- T....� __.T.. -:---BG; Soufh •Side"------------ -- _.----- - 9$ /0 1 �.-S %a 8 .8/28/03 SG, South Side 92% 12.7% 9- 8/28/03 SG, SE Side 92% 13.1% ASTM - 1557 Maximum Density Optimum. Moisture Native Material • 121.2 RU 11.9% Brown, Clay Sand . . 03-049 MAPPED SPLICE BOX i5 NOT THERE. INSTALL SPLI BOX OVER EXISTING SERVICE BY CABLE TV BOX .AND USE. OLD SERVICE FOR -'TAILS.. REPLACE EXISTING SERVICE AND INSTALL NEW SERVICE FOR MOBILE. G-26-12 Ad X73 � • r� T (LAKE OROVILLE i .. �. , _ a 226 . ,. � � pp i • 7556 . ' r 3- DUCT PM 7 50' 4/0 AXLT k D 1Q-50 10,9 `76 /�� �' ¢•0%: 4 232. • A 3 Q .. 31�.0P• o \ \�� `� an 233 76 0 a, 1 166 P EST: KBELL CO: ADE: WALLACE THOMAS, RAY SD: SUPV: TAYLORINSTALL SPLICE BOX & UG SVC. NOTIF: 101066825 REP: Karen Bell OTHER: NICO SVC PLANNING PLNR: APACHE CIRCLE, OROVILLE SHT: 10F1 SHEETS SCALE: I DATE: - - PY: IREV. PACIFIC GAS AND ELECTRIC COMPANY 30333132 0 ELECTRIC ONLY SKETCH (Do not trench until you receive Gas instructions) Applicant to trench 35 feet to red marks outlining a new splice box, install a 3" conduit with 24"s minimum cover, install 24" radius 90° bends with a 3/4" pull tape inside'conduit (NEPTCO #WP2500P). (A 2"d length of tape is also required for pulling a mandrel through the duct.) (The,App. is required to. install conduit up to ,the markings then install a stack for the end of the capped conduit and leave the last sweep by the electric panel.) SCH 40 RIGID STEEL CONDUIT REQUIRED BELOW METER IF TEMP PWR WILL BE PROVIDED PRIOR TO COMPLETION OF WALL. • Swedge Reducer from 3" to 2" conduit will'NOT be accepted. 3" conduit must. be attached to base of meter panel!!! • Trench must be opened to expose conduit and pull tape for inspection. • A 90° bend is required into .the splice box (Your trench depth will need to be aprox. 4'+, at the splice box). • "ASTM F512 DB 120" Minimum conduit allowed. • A_ 48 hr., notice is required to schedule trench inspections. (Call #896-4477) . • After trench is approved, it must be backfilled before crew is scheduled. • Center of meter socket to be 48" to 66" from grade before meter can.be set. • A maximum of two 24" radius 90° bends are allowed in any continuous run. , • No Propane gas, Sewer or Water lines are permitted within the electric or gas ,portion of the trench!!! A 5' separation is required. Conduit must be cut to length and laid in trench. Do not run long and out the end -of the trench. • Access to meter is required. PG&E lock or cust key is needed if access locked!! • Allow 3.to 4 weeks for service after Panel & Trench inspection and $s paid.. • Address numbers must be posted on the building. Also at driveway if bldg sits back from street. PG&E to pull. conductor to cust's meter panel and install a new splice•box by PM#30333132. Bill Gust for: • ITCC(state/federal) Tax @34% on above charges, • Trench inspection, actual cost. PG&E will reconcile this charge at the end of the project and bill you for the total time spent on inspection. A BBA ENGINEERING .G;k�U�tvx��.l,�At.EERS�• ,L;,�1tiD;�!}�,�'EYOFZS`�' r August 29, 2003 Mike Vierra BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, CA 95965 RE: Mike Ledger Construction - Contractor Ray Thompson — Owner 181 Apache Circle APN 069-230-023 Butte County, California Dear Mr. Vierra: Enclosed are Relative Density tests taken on engineered referenced residential building pad. Vegetation and organic materials were removed from the then scarified and moisture. conditioned. A toe key wase: was then compacted. The native engineered•fill was mois lifts and compacted by wheel rolling shallow lifts with a 1 The fill operation was periodically observed and represel fill has been compacted in excess of 90% Relative Densi gauge method and was observed to be structurally stable residence, slab -on -grade construction. If you have any questions please call our. office. Very truly yours, NA RT an . Brown, P Principal Engineer Enclosure NO. 4678 �in Exp. 12-31-05 '01 aF CA`1F°� Cc: Mike Ledger Construction 2060.Park AvenLAb ## 03-049 P.O.1 Box 1576 OroYille, CA 95965 (530)534-1911 (530) 533-6457 FAXif(530) 534-0908 bbo@cncnet.com I- ----- ___ .._.. _...._._.._ ._. _... _....._._..__... _.:.._._..___. G. Brown, P.E. placed on the above area. Native ground was ated and the native ground conditioned and placed in five test results indicate the per ASTM 2922 nuclear d suitable for a single family RELATIVE DENSITY TESTS Y 181 'Apache Circle APN 069-230-023 Relative Moisture. Test # Date Loa;ation ' 4Density % 1 8/28/03 -1' SG, South Side 99%° 14.3% Z i 8128/03. -1' SG, South Side j 99% 13.7% 3 8/28/03 -1' SG, SE Side 93% 15.8% 4 8/28/03 � SG, SE Side . 99% 13.0% 5 8/28/03 SG, East Side 99% 12.9% 6 8/28/03 SG, East Side '99% 12.5% 7 .8/28/03 SG, South Side 98% 12.6% 8 8/28/03 SG, , South Side 92% 12.7% y 1 9 8/28/03 SG,,SE Side 92% 13.1% ;ASTM-- -1-557 Maximum Density' Optimbm Moisture Native Material 121.2 PCF I 11.9% Brown, Clay Sand 03-049 .. y, -T, ��;.i.#i. `J"" r, t i%e - d. '�°# -_ r _ F: v w _--'..l..T• � .+�1P"� •..: ti-� y-� +...� r F 069-230-023 w, 3-3309 TI40MAS; RAYMOND 181 APACHE GIR, OROVILLE y� Cont: OWNER NEW DEG C1OX12 o� --.i 4-_ sL COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0-_:�' � 34�29 ASSESSOR PARCEL NUMBER 069-230-023 ZONING 1 BUILDING PERMIT OWNER RAYw,wn 7111MeS 916-300-2697 P TELEPHHHO}♦SNE SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2206 SALEM WAY ROCKLIN CA 95765 120 O 840.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LFireplace LENDER'S MAILING ADDRESS Total Valuation $ W.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 14.95 BUILDING ADDRESS 1811 APAOW CWF. Energy Plan Checking Fee $ $ PERMIT FEE 57.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Describe Work: NEW DE=O)(12 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo" oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class �, Lic. No. 461;d 7 � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Off, 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. 0`11, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 Main Service To �000A 46.00so WEE200A NEW CONST. DWEWNG OCCUP. OR ( & ACCGBLDS� 3.5aS0. FT coNs . NON RESID. @7.50 POWER APPARATUS 8 SINGLE OVILET CIR. EX. Occup. OUrLEr OR FDCTURES BAL @ I.DS°D PP Ex. Occup. ourLEEDrsA RREESID.OE0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 2 X ` Date /0-27-0_3 _ Signature of Applicant - ❑ Owner O'Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE VAJTOTAL FEE $ 57.95 HAZ DD.F-EES IMP. V/ OO i7jD PARCEL V/ PD- HD ��,E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have 1 By d L 'i PERMIT EXPIRES ON it the applicable provisions Resolutions to do work been paid. Date l I Date I rwReceiptNo. .3 iiic��, %.� HITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PLAN REVISION Please complete the following information in order to process, your submittal. If this form is not complete, corse and legible. it may cause a delay in processing. Owner's Name: Received By: Date: �O1 ZJ A. P. R: Permit �• (l/ l Time: 00 C ontactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering G l v Plan Revision/T 0.0 9 "-la-rdLedc 7 03 ❑ Requested by Building Inspector or CorrectionNotice - Inspector's Name: O Requested ByPlan'sExaminer-ExamineesName: ❑ Other. If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must cleariv shag When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call . and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with neat inspection. Revised Plan Check Fee: 9,146.00 Receipt -r'r: �YYb3 q ❑ Additional Fees Not Request Additional fees a sed upon complexity and time involved to process this submittal Additional Fe R eipt #: BBA ENGINEERING ANW ►Alan Brown; P. Gr r`1 A California'Corporafion yCO August 29: 2003 12,2003"' �DEVELOPAIENT M Mike VierraO n� . SERVICES �C - -.BUTTE COUNTYBUILDING DEPARTMENT,, - - _ •. 7 Count;Center Drive Oroville, CA 9596.5 t j: RE. ` ' Mike Ledger-Construction -:Contractor Ray Thompson - Owner ' 181. Apache Circle , APN.0697230-023 Butte County; Caliform . y Dear Mr. 'Vierra r `' . Enclosed "are Relative Density tests taken on, engineered fill.placed on the above referenced residential building pad. Vegetation'and,organic materials were removed(from'the pad area. Native.`ground was as., ` .then'scarified. and moisture conditioned. A toe key: was .excavated and the native ground 1 was tlien'compacted.-The native engineered fi1was moisture conditioned'and'placed in lifts and compacted by wheel rolling shallow lifts with a backhoe The fill operation was periodically obsei ved:and`representative"test results indicate the fill has been 66mpacted in excess of 90% Relative Density per ASTM 2922 nuclear gauge method' and was.obseryed to•be structurally stable and'suitable fora single•faniily 4 residence, slab-on-glade construetion. ' If you have any questions please call. our office - Very truly yours, A RIN QROfES$/o� U ( 1 f �V Gigrge. A? 3 / No. 24575 R, Ex 12-31-05 fan G.. Brown, P p. / Pr;ihcipal Engineer. J, ~ Enclosure F CA Cc. Mike Ledger. Construction' ' ` ,•" 2060'Park Aven G/'� �J®b,# 03 Or49 P.O'. Box 1576„ . _ Oroville, CA 95965 • 7 (530):534-1911 (530) 533-6457. t FAX (530)534-908 +uu w w.w w xxx cnrn�� Q 0 0 Ln Q O r CV rCV C q Q Q r r r N CV C10 CV N CV S 1 8/28/03- ' -1' SG, South Side _ . ,. 996/0 14.3% • ; 2 8/28/03, -1' SG, South Side 99% 13.7% 3 8/28/03 -1' SG; SE.Side.' .93% 15:8% 4- 8/28/03.' SG., SE.Side - 99%, 13.0% 5 8/28/031, SG, East. Side 99% 12.9% 6 8/28/03. SG, East Side 99% 12:5% 7 8/28/03 SG, South Side .-, 98% 12.66/0 8 8/28/03 SG, South Side 92% 12.7% 9 8/28/03 SG, SE Side 92% 13.1%.. RELATIVE DENSITY SITY TESTS 0 .181 Apache Circle APN 069-230-023 Relative Moisture Test # Date 'Location Density 0/0 1 8/28/03 -11-'SG, South Side 99% 14.3%- 2 8/28/03 -1' SG, South Side 99% 13.7% 3 8/28/03 ' -1' SG, SE Side ri 93% 15:8% 4 8/28/03 SG, SE Side- 99% 13.0% - 5 8/28/03 SG, East Side 99% 12.9%. 6 8/28/03 SG, East Side 99% 12.5% 7 8/28/03 SG, South Side 98% 12.66/0' 8 8/28/03 SG, South Side 92% 12.7% 9 8/28/03 SG, SE Side 92% 13.1% A5 I M - l 557 Maximum Density Optimum Moisture Native Material 121.2 PCF 11.9% Brown, Clay Sand 03-049 t% Building Permit Number: 03 Owner Name: Resideniial Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with'recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California . Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be -a minimum of one foot above the elevation shown on the attached Flood Elevation. Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall.system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered -design required): ' 3. Electrical; heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. • 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than f foot above grade.. 6. The openings may be screened or covered with other devices thatwill permit automatic entryand exit of floodwater. I a 8, Building Permit Number: 03 Owner Name: Resideniial Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with'recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California . Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be -a minimum of one foot above the elevation shown on the attached Flood Elevation. Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall.system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered -design required): ' 3. Electrical; heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. • 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than f foot above grade.. 6. The openings may be screened or covered with other devices thatwill permit automatic entryand exit of floodwater. I a Page 2of 2 _ • • , Building Permit Number: Owner Name:k&YK� 3 N • Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The' following parcel map requirements shall be`met: • All structures and a ui ment including overhangs shall be clear of all easements. A setback of GO from the side and "' eet om the rearro ert lines'and 20 P p Y 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 registeredengineer or licensed architect. d • • T �`- CDF FIRE SAFE REQUIREMENTS 0 3 = 2l61 AP# PERNIIT # NAME 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 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 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 i length. Page 1 of -3 AP# PERMIT# NAM [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 [X] 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. 4[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 [ J 1. All parcels 1 acre and larger shall provide a minimum 30 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. 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 r . Al a�7_Z3v�2- d3-2-(6 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 NEPA 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 ; -Building Permit Number: 3-2t( - Owner Name. _ UTT 0 �. VN E Residential- Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times d unlawful to make any changes or alteraiions on same without written permission Building Division, County of Butte. om the All materials and workmanship shall be in accordance with recognized good practice s. and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B:C), 1998 California Plumbing Code ( 1997 U.P.C.) 1 I 998 California. Mechanical. Code (1997'U M:C.) and the" 1998 California Electrical Code (1996 N.E:C.) COMPLY WITH ITE 4S CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electric 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 Cern t will also be required f Cate — — --- ---- ote: We Will normally accept -the following as c requirements: ompliance with the flood elevation 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 equi ment an facilities located above the plate.- p d 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 abovegrade. 6. The openings may be screened or covered with other devices that will ermit automatic entry and exit of floodwater. p Page 1 of 2 I * I Building Permit Number- 63- 2/6/ .Y Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. F F Fire sprinklers are required in this structure. The following parcel map requirements shall be met: y All structures.and�equipment including overhangs shall be clear of all easements. F A setback ofo 51'"'`febt 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 fora 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. F Page 2 of 2 Exterior • Fiber cement siding built to resist weather damage • Full 3:12 roof pitch for exterior eye --appeal • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • 36" 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 Interior • Decorative vinyl covered sheetrock wall panels that are easy to clean • _Standard 17 oz. carpet in all living and bedroom areas for high performance and low maintenance • Textured ceiling throughout (vaulted in some areas) provides an open look and feel • Linoleum at front door for a formal entry look 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 • Ceiling exhaust fan provides extra ventilation in each bath • Window in each bath to provide natural light • Porcelain sink with single lever faucet in each bath ` Kitchen • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Brand name appliances provide confidence and hassle -free service - 30" free standing gas range 14 cu. ft. frost -free refrigerator • Single -lever metal faucet with sprayer • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility in kitchen activities • Elegant crown molding provides a finishing touch to overhead cabinets Utility, Safety and Energy Features • 30 gallon gas water heater is efficient and requires low maintenance • Gas furnace provides name brand confidence and hassle -free service • Overhead utility shelf for added storage space • Zone II insulation package for energy efficiency includes: Low -E white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor • Shut-off valves at all plumbing fixtures for your convenience • Plumb/wire. for washer and electric dryer provides convenient hook-up Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering 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 and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. O ®2003 Optional Features • Dishwasher and garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Recessed entry adds charm and distinction to your home's exterior • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • V/ " rebond carpet pad extends the life of your carpet • Ceiling fan circulates air for a "spring breeze" feeling all year long • One-piece fiberglass tub/shower combinations are beautiful and easy to clean • Wood burning fireplace creates a warm, cozy home environment • Dormer options create a variety of charming exterior looks • Increased roof loads are designed for the demands of mountain areas • Sliding glass exterior door welcomes more natural light into your home • 40 gallon gas water heaters provide energy efficient hot water for your family's needs • Zone III insulation package to meet the needs of the climate where you live, includes: white vinyl, dual -paned windows, 2!'x 6" exterior walls with R-33,19,22 insulation FLEETWMD. FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer, Ave., P.O. Box 1308 Woodland, CA 95776 (530) 662-3223 WL/17/JUN03 X x CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME 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. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of .properties in conformance with these standards and measures and to assure continued avaii- ability, access and utilization of the defensible space provided for in.these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apF.:rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 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. 1273.05' Turnarounds. If required, will have a minimum turning radius of 40 feet fromthe center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 47 1270.10 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.-, Fuel Modification 1276.01 Setback for Structure Defensible Space. [] 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul7 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 below. ]1 127.6.02 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 .)r fi_zal inspection of a building permit Page 2 of 3 6 z3 0 2-3 AP # PERMIT # NAME 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 80.0 feet, turnouts shall'be provided no more than 400 feet apart. [] 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 [] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 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. 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 azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul7 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 below. ]1 127.6.02 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 .)r fi_zal inspection of a building permit Page 2 of 3 -� AP # PERMIT # _1qAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves [� -If Building Setback is.Less.Than 15 Feet Choose any 3 of the followings Metal or no doors on side toward property line with insuffi- cient setback class A or B roof.with enclosed eaves Interior automatic 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., M.H.I.- 2 Mobilehome Manufacturer: Manufacture Year- :2-00 3 — If other than single wide, furnish Setup Model Number. q 5 3 t Width: 2 (_(ft.) Length: (ft.) Tagalong or Expando Size {R -j �r-----(ft:)— On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treat�e r foundation grade[ ] Other: SUPPORTS: Concrete blockQ Other: Provide Tie Down Specifications for all Mobilehdmes: Pier Footings Sizes and Location S gGLE wIDE MULTI--wmE Line 1 0 . I Line 2 Lme 2 ................................................................................................ Main Be&= Line2...........................................................................................2 Line 1 Line 3 Line 2 Main Beam .... ...... ...............................................................:............................. Liae 2 Line 1 ....... ... s all or Triple 4 ' 1 - Line 1 Piers: Size minimum: r ixr Spacing maximum: ` From ends -maximum ` Line 2 Piers: Size minimum: x [2141. Spacing maximum: From ends -maximum ` o ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings - Size minimum: [ ] x [ I Each side of openings with width over: I Line 4 Piers: Size minimum: 1 x Spacing maximum: ` From ends -maximum ` x o X o a�4 x g Sok xg Xgo OVER BUTTLE COUNT-* '4UILDING DEPARTM2Nr' APPROVE.: �w e 1. Owner's Name:O-�,,4-5 2. Assessor's Parcel Number: n(,- c'7 - '2- 3d - pp -3 3. Installer's N 4. Is the site currently under permit? Yes[ ] No[ Permit No. S. Is the site an existing site? Yes[ ] No[ (If yes, fiunish two plot plans). 6. What is the electrical rating of the mobilehome? b v Amperes. 7. What is the mobilehome site circuit breaker rating? bo Amperes. 8. What is the electrical rating of the mobilehome site? f a p __LAmperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If it is, what is the rating? p Q Amperes. 10. Is there any other electric load to be dirved by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ j No[, If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes.- 11. mperes-11. Type of gas service at mobilehome site: Natural[ I Propanevt ,j One[ ] 12. Size of g pipe at the mobilehome site .from the meter or tank: 3 inches. 13. What is the gas pipe Iength from the meter or tank to the mobilehomezzlb OL). 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 May 1995 8.5 MAIN BEAM FC 13 WIDE .'ING-CONFIGURATIONS AND SP. 1NG - MULTIPLE SECTIONS SECTION •A` ; SECtION `B-' +---�-----•----i-----•----+,-�; •y SPACING VARIES SECTION 'C':SEE TABLE '" - ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and, footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS - Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live Sgl. Pad Dbl. Pad Triple Pad co c Load } FootingFootin F ti Main Beam Main Beam Main Beam Main Beam Size (psf) 0 8' Size Size Size 8' 10• 12' 8' 10' 1 12" 8" 10' 12' 3' 4'-6- 1000 20 3' 3' 3' 6'-6' 6'-6" 6'-6" 8' 10' 10' 4' 30 3' 3' 3' 6' - - 6' 6' , 8' 9' 9' 3'-6" 40 2'-6" 2'-6• 2'-6" 5 5' 5 8' 8' 8' 1500 20 5' 5' 5' 8' 10' 10' 8' 10' 12' 6' 30 4'-6' 4'-6" 4'-6• 8' 9' 9' 8' 10' 12' V-6- 5'-6• 4' 4' 4' 8' 8' 8' 8' 10' 12' r40 2O00 20 6'-6" 6'-6` 6'-6` 8' 10' 12' 8' 10 12' 8'-6" 30 6' 6' 6' 8' 10' 12' 8' 10' 12' r-6" 40 5' S' 5' 8' 10' 0'-6' 8' 10' 12' 3000 20 8' 10' 9' 10' 8' 10' 12' 8' 10' 8' 10' 30 8' 10' 9' 8' 10' 12' 8' 10' 10' 11'-6' 8' 8' 8' 8' 10' 12' 8' 10' 4000 r4O g' 8' 10' 10' 12' 8' 10' 12' 8' 10' E12' 10' 12' 8' 10' 12' 10'-6• 8' .8' 10' 10' 12' 12' 8' 8' 10' 10' 8" X 16" X 4" CONCRETE FOOTINGS Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Fing. U Load (pso Main Beam Size Main Beam Size Main Beam Size Main Beam 8 8' 10' 12' 8' 10" 1 12' 8" 10' 12" 1 12' 20 3' 3' 3' 4'-6- 4'-6' 4'-6• 6'-6" 6'-6. 6'-6' 1000 40 2'-6' 2'-6` 2'-6• 4' 4' 4' V-6" 5'-6' 5'-6' 6' 6' 2'-6' 2'-6' 2'-6' T-6" 3'-6" 3'-6" 5' 5' 5' 5' 20 4'-6• 4'-6' 4'-6" 7' T T 8' 9'-6" 9'-6" 1500 30 4' 4' 4' 6' 6' 6' 8' 8'-6" 8'-6" 8' 8'-6- T-6" T-6' T-6-15. -6- V-6- 5'-6• 7'-6- r-6' x-6- T-6' 20 6'-6" 6'-6" 6'-6' 8' 9'-6' 9'-6- 8' 10' 12' 2000 300 5'-6' 5'-6' 5'-6' 8' 8'-6" 8'-6" 8' 10' 11' 8' 10' 5' 5' 5' i 7'-6' r-6" T-6" 8' 10' 10' 3000 20 30 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 8' 10' 8' 8'-6- 8'-6- 8' 10' 12' 8' 10' 12' 8' 40 7'-6' r-6" T-6" 8' 10' 11'-6' 8' 10' 12' 8' 20 8' 10' 12'-0" 8' 10' 12' 8' 10' 12' 4000 30 8' 10' 1 12' 10' 12' 8' 10' 12' 8' 40 8' 10' 10'-0` 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live Sgl. Pad Dbl. Pad Two Dbl Pad A Load Footino Fo tino Finn. ,s (psf) Main Beam Main Beam Main Beam 8 Size Size Size 8" 10' 1 12- 8' 10' 1 12' 8- 10' 12' 1000 20 ' 3' T 3' 6'-6' 6'-6' 6'-6- 8' 10' 12' 30 2'-6' 2'-6' 2'-6' 6' 6' 6' 8' 10' 11' 40 2'-6" 2'-6' 2'-6' 5' 5. 5' 1 8' 10' 10' 1500 20 4'-6- 4'-6' 4'-6" 8' 9'-6" 9'-6" 8' 10' 12- 30 4' 4' 4' 8' 8'-6- 8'-6• 8' 10' 12' 40 3'-6' 3'-6' 3'-6• T-6' T-6• T-6" 8' 10' 12' 2000 20 6'-6' 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 30 5'-6' 5'-6` 5'-6" 8' 10' 11' 8' 10' 12' 40 5' 5' 5' 8' 10' 10' 8' 10' 12' 3000 20 8' 9,-6:19'.6- 8' 10' 12' 8' 10' 12' 30 8' 8'-6 8'-6' 8' 10' 12' 8' 10' 12' 40 r -6 T-6" T-6" 8' 10' 1 12' 8' I 10' 12' 4000 20 30 8' 10' 12' 8' 10' 12' 8' 10' 12' 40 g' 10' 11'-0' 8' 10' 12' 8' 10' 12' 8' 10' 10'-0' 8' 10' 12' 8' 10' 12' R�/ TFR� .9 �Nu. 11481 ° t N •OF IONAL r FARES 8LJTTE COON I f 4-1+UILDING DEPARTME.P�: PP.R0V T. Multiple Section Installation Manual for WZ-1 =R%, Page 22 FLEAm ETWQ7D. L102000 ReetwEntemrlses Inc. JUL 15 '03 17:18 FR FLEETWOOD WOODLAND CA530 662 6425 TO FRC OR P.03i06 Sideway H 90' Main Rail Spacing: 991/2' RoorJoisb 2x4 House: Length of A -section = 4Sr Length of B -section = 44'-0' Width of both sedons = 2x6 House: Length of A -section = 45-4" Length of 8 -section = 44'4" Width of both sections = Paas Data Live Load: 30 The Unit 2x4 2x6 Post Load L4t Swim Post Pier Load A', A 0-0" 01-7 1511 120" 1.75" 32 1511 B NA NA 0 120' 1.75' B A NA NA 0 120" 1.75" - 1334 B 01-M 01-0" 1334 120" 1.75' 32 CS A 81-1' 8'-3" 0 120" 1.75 - 0 B 6'-9" 8'-11' 0 120" 1.75" - p , A 14-10' 19•-0" 4759 120" 1.75" 9 9293 B 131-8" 131-8" 4534 120" 1.75' 9 E A 31' -10'32# -Op 4474 120' 1.75 8 9 B 30'-8" 317-8" 4534 120" 1.75 8 FS A 39-T 39=9" 0 120" 1.75" - 0 8 38'-3" 38 -5" 0 120" 1.75" - A 4a^-4" 4548" 1347 120" 1.75" 32 2t381' B 4'-0" 44'-0"44W 1334 120" 1.75" 32 Live Load: 40 lbs Unk 2x4 2x6 Post Load Heiclht Bearing Post Pier Load A A 0'-T 0-T 1244 120" 1.75" 1244 8 NA NA 0 120" 1.75" 32 — B A NA NA 0 120" 1.75 22 — 1093 6 0'4' 0'-0" 1093 120" 1.750 22,47.. D A 8'-1" 8'-3" 1721 120" 1.75" 0 213 3041 B 6 4 r 6-11' 1320 120" 1.75" 9.1 A 14=10" IT -T 4805 120" 1.75" 9 D 9726 B 13'-6" 13'-8" 4921 120" 1.75 9 A 14:10" 19-0" 4805 120" 1.75" 9 B 134" 13'48" 4921 120" 1.75' 9 A 31=10" 32'-0" 4998 120" 1.75' •9 E B 30'-6" 30'48" 4984 120' 1.75" 9 9982 A 31'-10' 37-0" 4998 120- 1.75 9 B 30'-6" 30'4" 4984 120" 1.75 9 F A 39=7" 394" 1400 120" 1.75" w 2809 B 38'-3" 38-5" 1409 120" 1.75" S 3 G A 454" 45-8' 945. 120" 1.75" 8r 3Z 1888 8 44•-0" 44'-4" 943 120" 1.75" 4 z = This post is not used for this paMailar roof load. Allowed TJI S ice Locations unensions we from um h*W Live Load - 30# i3uTT� C®(,� 1 C From o' -or To U-10" ural A r-r+o�n T-04 TO 1=1" unite. B � l.D I NG DE P/�RT�II�!'!p . 10'5" 11-t0' A 9'-0" 10'•10" B �.7 1T-10' 19'-9' A 16'x" 18'-1" B ZT-1" 29'x" A 25'-11" 27'-10" B A 33-2" 35-0' B A 42'-11' 44'4" Live Load - 40# 0' -Or 11-4" A (Nr 61.10 1164' A N-10" 10'-0" B 18'-3" 18'-S" A 34'-0" 44'-0" B 3S-2' 45-3" A O.��w T TAPE RECEPT UNDERRSIDE FLOO � A NOTES/LEGEND Q ' s 9deh s hot rA D H &n" Na n d eow Be ftem codmmmi POW am 0 5916 AV Q� Ta o* INgwr Lu V.I 6 •O =Mft RAGI U10 PAC2 26M INatpbanq�r a4mmewCL for Nrpth and vim d-, 7) INb tber own" be hilt M an md M al Drop dmtkt tM woo -dl- Umm ads 3) rqn # .6,Qo.(s) shmm WO t th 3 Utz vat. am mea own*-O*inenwib aNi romo�d y.r th CUPw-dw rW"W.n56 l • ur .rr�do.. APPrAM PRE C0140Mtkn • Ittdeea-E rn�a taro wa1�.a mow Cen.aucdM i sww ENndwd +real H"t 97 Mein Rap spacing: 99112' Flo taiea: 2x8 WHouse: Length of A -Halon =/5'-4' LengM of B-Awdon = 44'-0' wwm of bash SODOM a 11110' ."..n aA-.--. t -- -! A ---c-- IW A. . --" •_ -n ---u-- .. AA. A- U W& iJ MM •- - - . a 1nr Pad em n I I I ,w I I - 1--__j17'.'1" INA A A 2 1I A5B' 17.10 a BorAO HorUDntel Slider 80 84 e 1 t1w Load: 30 ft C 8 1 ISO S El14' 30'-8' 0 A 1 1S0 E 48' 10'-4' S-11" NA 5x58 Hw mrrlel Slider Unit `2ir4-- 24 Post Load He' t I BwAna Post Pier Load Seem Sha T A A 01-C 01-W 1511 128" I 1.75 32 16113 Tit 4" �-� B NA NA 0 120' 1 1.75�- Inwardow 225 212' Schedule Ore 10ascricdom WaRcadVentArea Sheet Revision Spec 1 A B A KA NA 0 120' 1.75' - tS94 t Tit 1Irr B W4r V4r 1334 120' 1.78' 32 Cs A -1' 8-3' 0 120' 1.75 - 0 Tit 11/!' a V-7 8'-11' 1 0 127 1.75" I- A 1b'-0' I 4769 127 1.7 9 � � Tit 1112 {Q� B 13'$ 13-6 4534 127 1.75' g A w31-177 3241' 4474 1271 1.75" 6 � % Til 1 17 B 30'$301w 4534 128" 1.76' 0 _ .� JYA 39'-T 39'-0" 0 120' 1 1.76' - p Til 112' s 38'-3' 38'-5" 128' 1.76' - A -45'-0' T 16'-8' 1347 120' 1.7tr 1 32 265i� Til 4' 49--;, 1 B 44-0' IW4• 1334 120' 1.75" 32 the Load: 40 ibe Unit 2x4 24 Poet toad 141wom Bearing Foal Pi"Loed seem Sha T A A 0'-7 0-7 1246 120' 1.75' ax 1244 Tit 4' B NA NA 0 127 1.75' 92 - B A NA NA 0 127 1.75' 21 " t093 Tit' 1 112" B 01-0' 0•-7 1093 127 1.75• z C A 8'•1' 8-3' 1721 120' 1.76' F 3841 TA 1112" B 8'-9'V-111" 1320 128' 1 1.75' 6 14-17 117-w 4805 128' 1.76' B Tip 1 11 ' p B 13-6 131-8' 4921 128" 1.75' 9 g728 ISL 111Z" A 14'-10' 161-W 4805 120' 1.75' 9 a 13=8' 13141' 4921 128' 1.75 9 A 3V-10' 32'-0' 4996 120' 1.75' 10 >S I Ur E a 30'4' 30'-8' 49®4 120' 1.75 9 9882 Tit 11? A 31'-10' 37-0' 4986 120" 1.751 9 B 301-0' 30'46 4984 120' 1.78' 9 F A 38-7' 39-6 1400 126 1.78` Ai' 1 2809 Tit 1 f2' a W-7 39'-6' IMF- 127 1.78' sp A 45-4' 45'-6 945 128" 1.76' it = 1888 Til 4• 8 44'-0r 44'x' 943 120' 1.75' 4 R, a i ma post as nor uses R r wo paruwrrr rout W -- muffed Up spitoe Locatlorrs e are lire Lead- APPROM PPO corparom 19adissn-5 tmats lIw MertrbctuRed hears Lseelructlon a SdV tta,aw 000�■©aa�a�sa■�m v �-� a �� ©■�c■■E a a■� a c� ■■rte 1�7a �©©o■t_��©� ra I n I I I ,w I I - 1--__j17'.'1" INA A A 2 1I A5B' 17.10 a BorAO HorUDntel Slider 80 84 e 1 1 S E - C 8 1 ISO S El14' 30'-8' 0 A 1 1S0 E 48' 10'-4' S-11" NA OtrZ r- r or,o W.o I - Fle"Cod Woodland #17 4x40 lVarOW Slider 31.3 2.5 1.2 8x40I Haftwtal Slider 72.5 54 3 DxWB lVarftl Slider 117.5 9A 4.8 BorAO HorUDntel Slider 80 84 e gx38 1HOftmWSlider 145 i 11.8 5.8 ProduciNams: WOODLAND PARK Horimntel Slide► 26.26 2.1 1 Wid Fixed 47.5 3.8 Mas Ftmed so M - ®x40 Floe6mrdel Ider 121.3 9.7 52 5x58 Hw mrrlel Slider 190 15.2 7.6 1Nodel: 44 Fbrod HALF OM 57.5 4.6 123x11 Fboed PerAemoitl 1 80 4.8 x- . Exterla Omwi g Titltx Speculcallons - �� no zx5p 1 I door 8.1 Bx80 Sold lawing door -.6 Ihr80 Sts Glass door 32 8 17.4 • Inferior 31as Descripitam Ma Acca Underctd grown btc liAg*Uvey Intawdoor 175 21JT interfo►door IBI.6 2 IJ2' door OW 12H1102 Inwardow 225 212' Schedule Ore 10ascricdom WaRcadVentArea Sheet Revision Spec 1 A x10 11noerior door 1 148.5 129.7!qJnj bt20 lintowdoor 1526 305 sg n. U CC Z �TT National. Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project# for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record; indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to, submit a Notice of Intent (N.O.I), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the BestManagement Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BNfPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that'it is my, obligation to make the project owner and contractor aware that the selected BIvIPs must be installed, monitored, and maintained to ensure their effectiveness. K at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: ' Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre 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. 0.1.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan EI MARRIAGE LINE SUPPORTS AS SPECIFIED BY NOME MANUFACTURER - ✓-cDAcH I KA04 r ' H• --N Z ^^a BOXTS/8' 4 - 114 TEX STS 2DIA 0 0 O I Ginn iw� jarA rtA: IJJ LJ �. < 4 - 3/91 BOLTS TIGi4TEN Tp TUBE MIDST EXTu: ISO IN -L 'C O 413 FT -LBS) TORQUE c� 3/16' PLATE MARRIAGE LINE SUPPORTS AS SPECIFIED BY NOME MANUFACTURER - STANDARD VERTICAL SUPPORT PERS AS SPECIFIED BY HOME MANUFACTURER 0 FOUND TAWS r4>UTU)m 4 or 1110801 COACH L--li. 14'. OR to - PLAN SINGLE WIDE MOBILE COACH Scale. l' - 110' ✓-cDAcH I KA04 r x Y tiAtE ' H• --N Z OPTION OF BOXTS/8' 4 - 114 TEX STS 2DIA I Dam mu" I Ginn iw� jarA rtA: IJJ LJ a.ai 4u+ lJ -INCH tom, 14 INCH EX -LONG TUBE 4 - 3/91 BOLTS TIGi4TEN Tp TUBE MIDST EXTu: ISO IN -L 'C O 413 FT -LBS) TORQUE 3' MIN IN T8 CLQ 3/16' PLATE BASE ��� CLAMP 1. 3/4' THREADED ROD SMAXL 11.34INCH RCGULAR � 3/161 PLATE LEGS 19 S EXTRA LARGE C •. LATERAL : 1700 IBS. ULTIkATL LOAD b. VERTICAL : 13G00 ULTIMATE f4-1 pLHO�AID a WITHgH IpNGff ION Olt 113 Jolal'S.CING MANUFACiVRED BUILDINGS CONSTRUCT{E�DY�, VITH HRjtDEl4ED VASNER 4 Q Q PIER Not to Scale ,I'M AREAS WHERE DIFFERENTIA. SETTLEMENT T.I.) CAN OCCUR, MANUFACTURED HOMES SHA READJUSTED DED NEX �E. 1 4 . OR WHEN R WILL ADVERSELYTHE AFFECT E- 4 O USE MANUFACTURED 12. STANDARD PER t FOOTING SPACING PER MOBILE COACH MANUFACTURER'S MANUAL, ., ((proumuTion PADS t d3 t 14 V IV 13. THIS SYSTEM LS ADAPTABLE 111TH HOLLOW MASONRY BLOCK PIERS. On 4 4 4 4 24'. 2a'. 28'. OR 32' B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE HONG DOW -MON PLAN DOUBLE WIDE MOBILE COACH S.w.. 1' - to, STANDARD VERTICAL SUPPORT PERS AS SPECIFIED BY HOME MANUFACTURER 0 FOUND TAWS r4>UTU)m 4 or 1110801 COACH L--li. 14'. OR to - PLAN SINGLE WIDE MOBILE COACH Scale. l' - 110' C.P. SEISMIC PIER#I-PATENT #5595366 t - 3/8' x 1' 1(XTS ✓-cDAcH I KA04 r x Y tiAtE ' H• --N Z OPTION OF BOXTS/8' 4 - 114 TEX STS 2DIA MAX HT AIrM CLAP STD PIPE 48 TUBE 3' x PLATE -INCH tom, 14 INCH EX -LONG TUBE 4 - 3/91 BOLTS TIGi4TEN Tp TUBE MIDST EXTu: ISO IN -L 'C O 413 FT -LBS) TORQUE 3' MIN IN T8 CLQ 3/16' PLATE BASE ��� CLAMP 1. 3/4' THREADED ROD SMAXL 11.34INCH RCGULAR � 3/161 PLATE LEGS 19 S EXTRA LARGE TYP DF •. LATERAL : 1700 IBS. ULTIkATL LOAD b. VERTICAL : 13G00 ULTIMATE S/B'. X 1 1/1' BC1LT' pLHO�AID a WITHgH IpNGff ION Olt 113 Jolal'S.CING MANUFACiVRED BUILDINGS CONSTRUCT{E�DY�, VITH HRjtDEl4ED VASNER WITH No °E7QN377NSOIL PROHIJEM3. IFS TETIIEMN CONSTRUCTED DUE TO FAIRLY 50Ll, 9. SRE SEE NOTE 11. 3/16' PLATE -SEISMIC PIER Not to Scale C.P. SEISMIC PIER#I-PATENT #5595366 t - 3/8' x 1' 1(XTS COACH SIZE FIELD DRILL MOLES ' H• --N Z OPTION OF DOUBLE FIDES 30 Pat 40 Pat 4 4 - 114 TEX STS COACH C SOIL.. FOOTINGS ARE DESIGNED OR J MEAN I/4'x2'x4' 3' x PLATE ANGLE Y VIDE Zj 4 - t/2• BOLTS A SEISMIC O � U O 0 d. ALL COMPONECOATENTS INCLUDING NAILS t SCREWS ETC. ARE .TO BE PIER TYPICAL BEAM CONNECTION Not to Scale i OVERSUE FOR cHv"N6 CORNER BREAKAGE • S/8' Y/e' FLANGE`` SIAANCHOR INSSEERT n 4x4-4,,4 VVF 1' PRECAST FOUNDATION PAD Not to scala 30'x3 P HILES FDD 1/Y x 2 1/2' C.E 18'x24'x3/4' PLYVGGD _ELEVATION NnT.TO. rRLc 3/�4; PLY%e SHEETS HER VITH FHVS ALTERNATIVE PLYWOOD FOUNDATION PAD NUi'To sCALC REVI GENERAL `NOTES' - REFERENCE:cAueoRNu CODE'or REcuunows. TITLE 26 AND U.B.C. 1994 EDrnC>H. 1. 4 ESIGN LOADS: 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD. FIND LOAD AND SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFICI LOCAL COACH SIZE AREA. ' H• --N Z SINGLE FIDES 30 Psf 40 PsfWLIDAD 4 DOUBLE FIDES 30 Pat 40 Pat 4 ELE FIDES 30 PsI 40 Ps! 4 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD. FIND LOAD AND SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFICI LOCAL ( j Z AREA. w L C-' 3. THIS PLAN HS CONSIDERED TO CONSTITUTE A FOUNDATION SYSTEM. a 4. ALL FOOTINGS ARE TO BE SUPPORTED BY FIRM- UNSATURATED. UNDISTURBED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE r , w SOIL.. FOOTINGS ARE DESIGNED 0 AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. E ,n V ! S. STRUCTURAL STEEL: �Fyy g� b. SHALL CONFORM FAABCA'TETO DAACCORDIIIT; TO AI �SPPEECIFI�CATIONS. Zj c. SHALL. BE WELDED ACCORDING TO AWS SPECIFICATIONS: A 1.. PEUH.E ELECTRODES: A�sT°M AAR� AsrM As0'P H�In1 BOLTS: gT� In. RDD: COIR DRAWN LOW CARBON WELDABLE O � U O 0 d. ALL COMPONECOATENTS INCLUDING NAILS t SCREWS ETC. ARE .TO BE z S. 7TH19 PIER SUPPORTASSEMBLIESSHALL BE COATED WITH SH ERMAN WILLIAMS EdI-RC2 ) 1� EQUIVALENT. OR � 7. CCONSULTING SSERRVLIPE11�CIC) UL FOR THEFOLLOWINGOADS: BY CLRT[I�D TESTING AND V�/ U •. LATERAL : 1700 IBS. ULTIkATL LOAD b. VERTICAL : 13G00 ULTIMATE H pLHO�AID a WITHgH IpNGff ION Olt 113 Jolal'S.CING MANUFACiVRED BUILDINGS CONSTRUCT{E�DY�, v �( oO WITH No °E7QN377NSOIL PROHIJEM3. IFS TETIIEMN CONSTRUCTED DUE TO FAIRLY 50Ll, 9. SRE SEE NOTE 11. U 10. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIX® FOR THIN LOAD AS SHOWN IN THE MOBILZ HOME INSTALLATION INSTRUCTIONS. W ,I'M AREAS WHERE DIFFERENTIA. SETTLEMENT T.I.) CAN OCCUR, MANUFACTURED HOMES SHA READJUSTED DED NEX �E. 1 4 . OR WHEN R WILL ADVERSELYTHE AFFECT E- 4 O USE MANUFACTURED 12. STANDARD PER t FOOTING SPACING PER MOBILE COACH MANUFACTURER'S MANUAL, FT1 W INSTALLATION MANUAL WITHOUT MANUFACTURISR'S INSTALLATION FL1 SPACING OF STANDARD PIERS AND PAD SUPPORTS TO BE DETERMINED BY 14 V STATE MOBILE HOMES PARK ACT. 13. THIS SYSTEM LS ADAPTABLE 111TH HOLLOW MASONRY BLOCK PIERS. FOUNDATION PAJ2 NOTES: 1. THE FOUNDATION PAD SHOWN (mY THIN PUUILS A PRECAST CONCRETE FOUNDATION PAD. THE PLYWOOD r)TINDATIOI' PAI' '.AY PE VISED AS AN _LIEP.NATE. 2. FOUNDATION PADS SHALL BE PL -CED ON LEVEL UNDISTURBED SOB•. 3. CONI i l'Y FOUNDATION PAD A. 5000 PSI AT 28 DAYS AS TESTED AND MANUT. BY STARLRE WEIGHT CONCRETE. B. PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE HONG DOW -MON OF THE PAD BE PERPENDICULAR To THE COACH BEAM (AS SHOWN ON THE PIAN). C. WHERE FIEE1D_CONDITIONS REQUIRE PAD ROTATION. NO MORE THAN HAIL OF THE IN AF THAT THE TONG DIMENSION OPADS THIN PADS ARE PARALLEL TO THE COACH BBEAM. 4. PRESSURE TREATED FOUNDATION PAD A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.I.-83 CC. PWGGED. NER-QA397.PRP-108. OT S 1 7E 0 4-, OAOA 0 U • Li C 0 M S 0 e r c d E 1A Go Go via o. r COACH SIZE NOTES: 1. MAXIMUM LENGTH OF SINGLE WIDE COACH - as FEET. ( j Z O O z O 2. MAxam LENGTH OP DOUBLE WIDE' COACH - 70 FEET. LENGTH OF TRIPLZ WIDE COACH - 70 FEET. ►-� SCALE, E-+ 3. MAXIMUM 0 W co Co DRAWN, 4. UNLESS APPROVED BY THARP t' ASSOC.. FLOOR TO RIDGE HEIGHT NOT TO EXCEED: COACHES. (n a Cv A A. a FEEL' FOR SINGLE WIDE B. 10 FEET FOR 20 FLET DOUBLE WIDE COACHES w � 0 z It C. 12 FLET FOR 24'. 26', 28' A 32' DOUBLE WIDES ALL TRIPLE WIDE COACHES o U 5. FOR TRIPLE WIDE COACHES. FOLLOW SAME PLACEMENT PATTERN AS ASHOWN ON THE a4 W co O E94 DOUBLE WIDE MOBILE COACH PLAN. a. FORN PLANREFERENCED ABOVE. E co SHALL REVIEWED AND PROVED BY THARP , INC' . O W 1 FOUNDX" fTM Wpaz CODE. tEX" Im APPCOVED fllB18CTTO C08U.=I=TIO"1 HN7m ANW W Lb= LOT AUDDVJ Aa Anwa A4f 48tm0 a arw+oN -vara mummom a/ ACJ rare LAa7 AMP nMLAII0 1 S. dCafbab DS*bry L -hp- � fWO�A= D L 1_ <:=!2 _I mNa �_)� 111.heAwa-r DO" ' 26, 7 o TpDFE Z z.-. A Z qq C4 x SCALE, AS SHOWN 0 DRAWN, O O r JOB #, 95-36-80' C. o TpDFE DATE, * 11-07-02 SCALE, AS SHOWN 0 DRAWN, YM JOB #, 95-36-80' C. SHCET, -' T 13c"z . 12-2 > CO, V N" t REVIEWED BY A BUTTE CO. FIRE DEPT. �tCCALIF. DEPT. of FORESTRY approved as submitted approved'with conditions 11G, 04cir &N�4t FS AND op 8,e 04 --Q(/,P per ttached shee '-'q t? 04 Date oA,�� r/y� li tq Signature --------- P�, op &/AQp- L krlq UC�U�, OAD 0 �t Inv k IN "t, N TE: &Q. Qljzp� 9,4y A �°Sdethe ,attachedio N & al, 6 n n r ulrements g / remen's P a es t 17 ILI —74 BUTTrCw:jC'0'0UNn 9sE P EN Ce -L 7-��-5 LjlLNG 4DJ0 'A�TMF 2 2 0&9- A-, :". -0 - P Ff. 0 G J 4 &CF ALL STRUCTURES ANC EQUIPMENT INI�LUDING OVERHANGS SHALL BE CLEAR OF ALL EAS EMENTS. A SET BACK OF FROM THE ISIDE AND y C4. FROM 1 a E 4t ? P � Or E LBi E� F RTY a S AN1D `��-i3r) -� i �s ROAD s a,��N`$ EELI�°E $-ArmL Sc CLE& OE= STRtt�uE?ES ;��D h.:.i�uIiPi�.�€ENT EXCEP c®R A a F'. IEAvE ovErgHA,NG. / r j: (u.�-T t � / n �gU-gt CO. FIRE DEPT f ( rrl CALIF DEPT dt F0RES7rRY j 71 —0 ` i N . appro �d �vith°oonditJo� - '�'sr atita� 6d,- hlecit, a - — - -- tl`Date •� nature•�.,�� o 1161 �JIN.. A NI®TE: f` ae the attached ZIP 2 Re uirements ELECTRICAL, MECHANICAL, AND PLUMBINo, .� CONSTRUCTION ('NOT PLAN CHtCKED -Pages 03 , Z( OMPLY WITH CURRENT EDITION BU17E � UN i y rLIllp— _OLO OF NEc, Inc �® uRc. I.10IL®IN EPARTMEy" ' i r CaBCe s rN Cot C/742F �i.2 CL / GLS` 45-S-7-4, . 7-0 s.