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027-330-003
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PALERMOYtrtl Cont o� .fix t. p kf 1 Al >I; • • k tttlf 027-330-003 i • 1 t i : td + F t' 5A, ,aACK CT, PALE Cont: FLEETWOOD R -E -TAIL 'i� If GARAGE jj t a _COPY, of Document Recorded - .30 -Nov -2005 2005-0072752 Has not,been compared with original - BUTTE COUNTY COUNTY RECORDER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 ' SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, r; INSTALLATION ON A FOUNDATION SYSTEM Recording of this document. at the request of the -local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ALLAN BOLAN BUTTE COUNTY BUILDING DIVISION RF_AL PROPERTY 01%^.ER: LESSOR - - - LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY . 77 OAKVALE AVE. 7 COUNTY CENTER DRIVE MAILING ADDRESS - MAILING ADDRESS OROVILLE BUTTE CA 95966 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE - ZIP - 426 DACK CT .05-1897 (530) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT - -. BUILD G—PERMIT NO TELEPHONE NUMBER PALERMO BUTTE CA -95968 -3��os CITY COUNTY _ STATE ZIP SIGNATURE OF LOCAL AGENCY OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner. write "SAME") ' - - DEALER NAME (if not a dealer sale, write "NONE") SAME f NONE MAILING ADDRESS _ DEALER LICENSE NO. SAME CITY COUNTY - - STATE ZIP, UNIT DESCRIPTION FLEETWOOD HOMES 2005 WATERFORD MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFJNUNBER CAFL517AM8871 WA13 60'X 268" PFS0919768/9 SERIAL NUMBER(S) LENGTH X WIDTH rNSIGNWLABEL NUMBER(S) REAL PRQPERTY LE1iAS,DESSRIPTMN ASSESSOR'S PARCEL NUMBER 027-330-003 w CL•C A TT A f-LT1;Tl Escrow No.: 05 -107993 -TG: Locate Pio.: CAFNT0958-0958-0001-0000107393. Ttle No.:. 05 -107393 -BD EXHIBIT,` THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF . CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ORO HILLS RANCH SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON June 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC RANCH SUBDIVISIPURPOSES ON", WHICH D C MAP WAS RECORDED NOURT AND DACK YTHE, SHOWN ON THAT CERTAIN MAP, ENTITLED, ORO HILLS OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON June 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III; A 60 FOOT WIDE EASEMENT FOR ROAD AND PUBLIC U'T'ILITY PURPOSESON, OVER, AND UNDER A STRIP OF LAND, THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOIL BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B.. i M.; THENCE SOUTH 63 DEG, 15 23" EAST, 419.40 FEET TO AN ARC LENGTH OF 137 46 FEET; THENCE NORTH 4 DEG. GENT CURVE CONCAVE NORTHERLY HAVING A 14'U11'" EAST, FEET, A CENTRAL ANGLE OF 52 DEG. 3S OF 150 0 26 , A 249.28 FEET TO THE CENTER OF. A 50 FOOT RADIUS CUL-DE-SAC; THENCE NORTH 75 DEG. 33' 38" EAST, 523:62 FEET TO THE END OF THE HEREIN DESCRIBED CENTERLINE: 1 Initials; r-v/DV TTn RRRRI ��� ..-.. = NOTES RESIDENTIAL r PERMIT NO. 027-330-003 BOLIN, ALLEN DACK CT, PALERMO I { Cont: FLEETWOOD RETAIL �IVEW M/H--PERM-FND DETACH FOR SERVING UTILITY Address GAS Meter By Date ELECTRIC yl. Meter By Date 2 1 • 05r SPECIAL CONDITIONS . CHECKED BY -1 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS.. VERIFY ' USE PERMIT CONDITIONS 1I SUB -STANDARD HOUSING LETTER x ' ii q/ 1�76.5 14i r- y� f 71 4/g JOB FINALED (Date) j• Signature it J=OK o =Not OK = Not Rle MOBILE HOMES . =Not Headyeady Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date 2. Soils; Special MH Support Sketch Date 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) g Requirements -Setbacks -Easements S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft1 P LPG 7. Well Clearance & Disconnect 3 g 8. Utility Clearance 4 as; MH Test -Deman alve Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 7. Water and Sewer qpe6ected 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 9. Exits 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector' 11. Verify #'s with Office 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. I Card B-1 Date 10. Exits; Insp.-Sketch Date 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PER ENT END SYSTEM (ONLY) g Requirements -Setbacks -Easements 2,e1oqjjF6s; Size -Spacing -Marriage Line 3 g 4 as; MH Test -Deman alve 5. Electricity; MH 6. Water, MH Test 7. Water and Sewer qpe6ected , 8. Gas and ElectrJ96 Tagged 9. Exits 11 -We -n -se Decals 11. Verify #'s with Office Date' I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 . 0 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4=OK o = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" 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-Friting-Test-2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or Al -Oven Circ- / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrrn. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 1 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FFI.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANC LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 6 �� License Class : License Number: z /� Date: '� . �% Contractor: 5 4*;y-l[ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurancet carrier and policy mbberrraare: Carrier: Policy #: JZJi.;/�9!— Z`L%%� ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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. Date: Applicant: WARNIN Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BPO51897 WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. . Issued Date: 08/23/2005 APN: 027-330-003-000 Site Address: 426 DACK CT PAL Map Index: Description: new mh, new site, prm fnd (1567) Owner: BOLAN, ALLAN D 77 OAKVALE AVENUE OROVILLE, CA 95966. (408) 910-8164 Applicant: FLEETWOOD HOMES 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 530-532-3301 Contractor: FLEETWOOD HOMES 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 530-532-3301 License M 785185 Architect:' Engineer: Total Square Ft: 1567 S.F. Valuation: $101,855.00 Census Code: S_2 --7q CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to 0 ork indicated abo a for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) n ��� Name: By: tr{r `ll Date: 23. Address: PERMIT EXPIRES ON: $ _O ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505. 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ • Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I Hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanceo y official form or document of Butte County. I hereby i authorize representatives o/County to upon the above mentioned property for inspection pur es. Print Name: : Signat Date: O Owner ❑ Contractor ❑ Agent for Owner for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVII.LE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLIC4TION PERAUT NO. BIN # -----v rr•wrr�yuua.aOG Page 1 of REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION . 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:ASSESSOR PARCEL NUMBER Proposed Building Use: /VL'W to N I IVLW S 1 T/ &w "v Permit Technician: Date: '-18 -C) Itemrequired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. I 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or Ind plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent for non-residential buildings \O 12. Hazardous Material Form 010 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) IN ?%Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 6. ire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by El 18. Soils Report and/or Engineered Foundation required ..........................................: \ ❑_JZ. Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet.......''''''''''''''''''''''' t .............................. O 21. City of Chico Plumbing permit........................................................................ O 22. Site plan and business license approval from the City of Biggs .............................. \ 23. California Department of ForestryIan approval Bald. Sent by: o. 24. Planning approval for (A) Use: -L(B)Parking: (C) Parcel Check: .... 1..... _ \ ❑� 25. Contact Land Development about _ Improvements, _ Drainage ........................ �U re7ncroachment NPDES Form............................................................................................... Permit for'driveway from the Public Works Dept ...............❑ ontractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... O Letter of Signature authorization.................................................................... n ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... D Other: -1 L7% COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE 0�� / �� O OWNER. A.P. # PROPOSED UILDING USE 'v �� /�/N� ��W � �� '���M q1. BUILDING PERMIT FEES 3129 9= --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ DATE 7—/ e0:7 —0 S_ - -RECEIPT # DATE REC. --Additional Fees Due ............................................. $ -Revised Plan Checking Fee .......................... :...... $ 2. SCHOOL DISTRICT FEES / y/ �/l����g/15/05 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. +RBAN*RE FEES Residential ............................ x = $ # Units Amt. �5ROECMR'EATION rcial (Sq. ft.) ............. xSq. ft. Amt. 8/1RDISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEECl cis 0.00 (paid at Building Divisiox 10. OTHER I P(� At time of permit. application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 3 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Departmentof RU blic Works LAND DEVELOPMENT DIVISION Michael Crump, Director storm Water Management Program ® 7 County Center Drive Oro ville, CA 95 965 c U N-� p �g (530) 538-7266 �'-UC WOF (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACR EI 'Project Description: © 14 �� Project Location and/or Parcel Number: + - By signing below, I, the project ownerlowner's agent, certify, that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control. Board. Phased projects that contain multiple site build -outs of less than one acre -but when combined with subsequent phases total more than one acre of .disturbed soil will require a Construction Storm Water Permit from the State of -California Regional Water Quality Control Board. ' f apply � I am aware that submitting false and/or inaccurate information or failure to a 1 for a Construction . Storm Water Permit from the State of California Regional Water Quality. Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed:. Title: Date: �� J Butte County Department ofDeveloplz1e13t 3'el-vices vtr� 7 County Center Drive Oroville, CA 95965 ° (530) 538-7601 Telephone °�, y° .(530) 538-7785 Facsimile DUNS BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, .Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission . of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission.of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name:/'�r9/ �_� APN: _-7 Building site address: Dig eA 10 % � Permit No.: I have _ read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 4R' APPLICANT DATE Copy to Applicant/EH/File K:Forms/BldePermitwithoutClearances 020705 07/29/2005 10:54 FIDELITYTITLEOROVILLE 4 5323304 RECORDING REQUESTED BY! Fidelity National Title Company of Californla Escrow No.: 05 -107393 -TG Locate No.: CAFNT0956-0958.0001-0000107393 Tide No.: 05 -107393 -BD When Recorded Mail Document and Tax Statement To: Allan D. Bolan 77 Oakvale Avenue Oroville, CA 95966 ■ ..e 0 Wr.. APN: 027-330-003 SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED The undersigned grantor(s) declare(s) Documentary transfer tax Is $91.30 [ x ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ x ] Unincorporated Area City of unincorporated area of Orovllle, FOR AVALUABLE CONSIDERATION receipt of which is hereby acknowledged, FrankJ. Gonzale!E a single man who acquired title as Frank .f. Gonzales, a single man hereby GRANT(S) to Allan D. Bolan, a married man as his sole and separate property and Jeffrey G Beams, an unmarried man the following described real property In the City of unincorporated area of droville, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF DATED: June 7, 2005 STATE OF CAUFORNJA COUNTY OF Ida'A"�'}'�'� ON m C — // —®5 before me, undgrsigned N r�personally appeared —Rd0I< • Coo�u 2. Pr C—�.. . personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed the same In his/her/their authorl2ed tapacity(ies), .and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. Witness my hand fficial seal. Signature . �oh F nk Jf.G6nzbiIez MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grant)(1)"S) ' CONNY PRADO Convnl gm'f 146M Notch► Public - Caniomto San Froncaco County Corm. E�Iresim to 2008 07/29/05 FRI 10:56 [T%/R% NO 86651 0002 07/29/2005 10:54 FIDELITY TITLE OROVILLE 4 5323304 N0.008 P03 Escrow No.: 05 -107993 -TG Locate No.: CAFNT09SB-0958-0001-0000107393 Title No.: 05 -107393 -SD EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ORO HILLS RANCH SUBDIVISION", WHICH,MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON June 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER DACK COURT AND DACK WAY, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ORO HILLS RANCH SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON June 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37, EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A 60 FOOT WIDE*EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, ON, OVER, AND UNDER A STRIP OF LAND, THE CENTERLINE OF WHICH IS MORE PARTICULARLY.DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 63 DEG, 15' 23" EAST, 419.40 FEET TO A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 52 DEG. 30'26", AN ARC LENGTH OF 137,46 FEET; THENCE NORTH 64 DEG. 14' 11" EAST, 249.28 FEET TO THE CENTER of A 50 FOOT RADIUS CUL-DE-SAC; THENCE NORTH 75 DEG, 33'38" EAST, 523.62 FEET TO THE END OF THE HEREIN DESCRIBED CENTERLINE: . Initials: 07/29/05 FRI 10:56 [TX/RX NO 86651 1?1003 ENCROACHMENT PERMIT County of Butte Department of Public Works 3 3� 999& 7 Count Center Drive Oroville, CA 95965 Phone (5 30) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.htmi NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number District APPLICATION WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or ov the County roads id highways, all in accordance with County ordinances and general laws. All information except signature must be typedof legibly rinted. Applicant's Name: la. Company Name:` Address: Phone: f'/ b 4. Assessor's P e b - p Location of Work to be Done '] nA � m e Applicant's Sir A 7. te: VW CONTRACTOR'S INFO T N Contractor's Name X�u IV Address D. Phone: O Fax: , 2. Contractor's License Number.—.. 13 ertl lcate of] ce: Yes NO: ❑ 4. Contractor's Signatur 1 to Sign 5. Authorized Age T E OPA 6. Please Check: Curb: ❑ Gutter: ❑ Sidewal : E N 17. if i ay List Type: fac 8. Other Work - Describe: / X 1 19. Pla s Attached: O Yes No PEAKIt 6RAWED i compliance with the above request, and subject to all terns,cop iti s (in ding tho o ermission is herebygranted. ge 2 of this permit form) and special conditions written below, 0. Conditions y lnder round Service Alert(U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 I. ❑ All work shall conform/to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ .2. Date Issued / 23. Expiration Date: 24. Surety: .5. Date Paid: %' S l� 26. Amount Pai J O lP 27.. Paid By: 28. Receipt No. L o dike Crump, diret/tor of Public Works By: !or County 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK ❑ Completed — Not OK ❑ Additional Comments Attached Use Only. 31. Comments: O«. .. Pc+uuu WC laXW Warty numoer oeslaes (530) 5384356, they can be oelayea up to one week. Don. I of 7 GENERAL CONDITIONS It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the - i of any work under this permit shall constitute an acceptance of all the provisions contained herein and falure on the Penritiee's part to comply with any ;ion will be cause for revocation of this permit Except as otherwise provided for public ageneses and franchise holders, this permit is revocable at any time. �ermif is b be on job at all times while the work is being done. Ag work shall be done subject to ioe supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, times, during the progress of the work, keep the County tfrghway in as neat and dean a condition as is possible and upon completion -of the work granted i, shall leave the County Highway in a thoroughly neat dean, and usable condition. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County ray and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment until such time as the Permittee may bved of the responsibility of such encroachment by the County Department of Public Works. It is further agreed by the Permittee that whenever consh iclion, reconstruction, or maintenance work upon the highway may require the installation ed herein shag, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Perniitee. No material used for fig or badkfig;Ohe construction of the encroachment shag be borrowed or taken from within the County right of way. At least one lane of any pu road, under the jurisdiction of the Board of Supervisors of Butte County, and other pubfic roads junctioning or cling therewith, shag be kept open'for travel by the general public at all times. No public road under the jurisdiction of the Board shag be dosed to travel by neral pubric without special permission, in writing, from the Board of Supervisors. The Permittee, by the acceptance of this permit, shag assume fug responsib7ty for all liability for Personal injury or damage to properly which may arise the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any A such fiabifily is made against the County, of Butte or any department official, or employee thereof, the Permittee shag defend, indemnify, and hold them ich of them harmless for such claim, fY. All excavations shag be backfilled and compacted immediately after work therein has been completed. Trenches shag not be left open fartier than 300 advance of pipe laying operations or 200 feet b the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise pemhitted under the J Conditions, backfill shag be place and mechanically compacted in such a manner that the relative compaction throughout the entire fig within the County ght of way shag conform to the percentage of compaction as stated below. Permittee shag notify foreman 24 hours before badkfiffing and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shag be no less than ninety percent (90%) as determined by Test Method No. Calif. 216.0 of the Materials and Research department State of California, Transportation Department Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety -fire percent (95%) as determined by the above testing method. Permittee shag bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (51 below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shag be sand, shag be place in 0' fins, and be compacted b a relative compaction of not less than 95% Material for use as baddig in roadside gutter excavations shag be the native t.. 90°/a mar'sal and be compacted to a relative compaction of not tens than Any pavement cuffing shag be scored, or saw cut before ire WM Minimum depth of cover over all underyrormd fadrr6es shag be 30 inches, except drainage culverts. AG installations, parallel with roadway. shag be placed as dose to the right-of-way be as possible. No portion of ft bad3g(s) shag be compacted by ponding or jetting. Ag pavements, curbs, gutters, sidewaG6, borrow ditches, pipes, headwalls, road scgris, trees, sMvbbery, and/or other permanent Woad banes impaired by or as a result of construction operations at the construction sfta(s), or at other ground(s) occupied by materials aridlor equipment shall be restored immediately upon bad3riGng or time excavation to the original grades and cross sections, and to a condition as good es. or better than, existed prior to the construction. AN surfacing mai..riats of roadways and driveway approaches wt or damaged by or as a result of construction opamfions, shall be replaced wi'ihHm ONE WEEK following the baddling of excavation, weather pwm krmg. vd h compacted Payers of surfacing materials, at least as thick as the e . ting,' ind hes (8 o less than two inches M of asphalt concrete over eight inc') of aggregate base, according b current Ca diomia State to' Whenever necessary to secure permission from abutting Property owners. such authority must be sewed by the Permittee prior to starling work. The future salty and convenience of the traveling pubric shag be given every consideration in the location and We of construction. Petmifteg shag D be placed, erected, and maintained all waning signals, fights, barricades, signs. and other devices or measures essential b public over and at the site of work authorized herein. travel by the If the construction work covered by tihis Permit is to be done by a private contl3dw hired by the applicant, applicant shag notify oontrador as to the conditions and requirements contained herein. Page 2 of 2- -� 4z COPY of Document Recorded 12-Aug-2005 2005-0047493- AND 005-0047493AND WHEN RECORDED MAIL TO: Has not been compared with original BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE BUTTE COUNTY COUNTY RECORDER OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT ' Section 264,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 operations including, but not limited to cultivation, plowing; spraying, 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 follows: • SLS � . i r Date,?-/-D PROPERTY OWNERS: State of California ) County of On z2p-9/ - Os before me, /licl� �iiG rhe-� ti ofa/e �. /4,41 • personally appeared A//P•c� D• j�o%�,/ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed. to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their' signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument.. WITNESS my hand and official seal. RICHARD FEUERSTElN Signature Seal: COMM. #156$619 NOTARY PUBLIC . CALIFORNIA 0 ^ ® BUTTE COUNTY My Comm. Expires April 13, 2009 N +),,btlo,39 fnCnuaoQ 30 Y dila botogaoa needtIon acH S3ciflom i YTUUOD YTHUCO 3TTU6 Though the information below is not required by law, i ma prove valuable to persons relying on the document and could prevent fraudulent removal and re-6ftachment of this form to another document. : Description of Attached Document Title or Type of Document: _G r, ,W t 1 U fe,- 1 S4EL_fe_Ah e -A14 CJS ` CALIFORNIA ALL—PURPOSE ACKNOWLEDGEMENT Document Date:- % Number of Pages: State of 101,C Signer(s) Other Than Named Above: County of On. rie S—�' • `i 1 . /7 � L i 20� before me, Gt Vlnc s ''' u. 6 1 G �y. t C: Name and Title of Officer (e.g., "Jane Doe, 'Notary Public") personally appeared Signer's Name: Name(s) of Signer(s) — - —❑-personally-..known-to.-.me--OR--g--proved-to-me-on--the-basis-of-satisfactory=evidence-to-be-the--:per-son(.s-)-whose-- ❑ name(s) is/are subscribed to - the within instrument • and Corporate Officer acknowledged , to me that he/s m4tey executed the same in. Corporate Officer hisA%Wt*eir authorized capacity(ies), and that by his/her/their j ❑ signatureW on the instrument the persor44 or the entity upon ❑ Partner - ❑ Limited ❑ General JAMES LAMAR KINSER � behalf of which the persons) acted, executed the instrument. ' #1377185 • Partner - ❑ Limited ❑ General COMM. . ❑ • NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY W ITN S my ha and official seal. My Comm. Expires Sept. 28, 2006 L ❑ Trustee Signature of Notary Public' I ----------------------------- ----------APT/ANd l _M�--------------��-��_ Though the information below is not required by law, i ma prove valuable to persons relying on the document and could prevent fraudulent removal and re-6ftachment of this form to another document. : Description of Attached Document Title or Type of Document: _G r, ,W t 1 U fe,- 1 S4EL_fe_Ah e -A14 CJS Signer Is Representing: S Signer Is Representing: . y Document Date:- % Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by'Signer(s) Signer's Name: Signer's Name:. ❑ Individual ' , ❑ Individual . . Corporate Officer ❑ Corporate Officer ❑ Titles(s): j ❑ Title(s): ❑ Partner - ❑ Limited ❑ General ❑ Partner - ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Attorney -in -Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator . ❑ Guardian or Conservator . ❑ Other: Top of Thumb here ❑ Other: Fdpf Thumb here Signer Is Representing: S Signer Is Representing: . y Order No. BU -211916-3 MAIVI Description The land referred to herein `is situated in the State of California, County of Butte, and is described as follows: _ . PARCEL 1: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ORO HILLS RANCH SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE, OF CALIFORNIA, ON JUNE 7, I985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37. AM 027-330-003-000 PARCEL U. A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER DACK COURT AND DACK WAY, AS SHOWN ON THAT ,CERTAIN MAP ENTITLED, "ORO HILLS RANCH SUBDIVISION" , WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGES) 36 AND 37. - EXCEPTING THEREFROM ALL THAT PORTION LYING WTITiIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A 60 FOOT WIDE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, ON, OVER, -AND UNDER A STRIP OF - LAND, THE CENTERLINE OF WHICH IS MORE PARTICULARLY ' DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST,. M.D.B. & M.; THENCE SOUTH 63 DEG. 15' 23" EAST, 419.40• FEET TO A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 52 DEG. 30'26", AN ARC LENGTH OF 137.46 FEET; THENCE NORTH 64 DEG. 14' 11" EAST, 249.28 FEET TO THE CENTER OF A 50' FOOT RADIUS CUL-DE-SAC; THENCE NORTH 75 DEG. 33'381t. EAST, 523.62 FEET TO THE END OF THE HEREIN DESCRIBED CENTERLINE: Description: Butte,CA Document-Year.Doc1D 2003.97159 Page:. 2 of.2 order: ffinm Comment,: + + r 0 0 rxXP rl ]BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION 'AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT. (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) �– _� () ��Building Permit Number D5– l Property Owner (s) ' Aa, L I' Project Location /Address Subdivision Name ` ' Assessable Sq. Ftge Type of Residential Development (check one) ✓New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential T Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) +� — verified by Building Department Comments: l ❑ FRRPD 0 CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name Phone Number .-_251 �1 ���� owe --- Mailing Address City State Zip Has complied with requirpern�nts of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: ' Paid by Check No: 2VQ1&10 Paid by Cash: , per unit for a total of per sq foot for a total of $ Receipt No: ����. 0 Recreation and Park District Representative I5a7te �, f,•., din'. � C t Z � BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM r (One form per Building) School District A.P. Number Property Owner Property Location/A Subdivision t O -A j�r' jjaM,0✓74i( (Ij Building Department No. 13 `7 Jurisdiction: !� City ®County J Residential Development Q �� "T� Sq. Footage No of Living Mobile Home Addition/ Supplemental to (Gmup`R) Units' Installation Conversion l a Perm i • Ni foundation i n!....._... :................. c ....................... r- }' � �A Deed Restricted Sq. Footage jjlAttach a signed copy of Deed Restriction and Notice of Limited Use Facility document) �r Commercial/Industrial Q Sq. Footage N� . Addition (Including Exterior 7) Roofed Areas) District Identification No. y --6j .� fir_ �e w`_ School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing School District � T6 —7 square feet. /) -a-IS7 Date Riker . 1J\. n (Applicant) f (Phone Number) (State) (Zip Code) chby Payment of $,�� w S k_ a 'b 2926 i FULL M nGATION $ 8-1�L-Q-S Date Paid by Check # ( Remarks: 00 3 S 4. i LQ -)-- —s—t Notla: You may protest the Imposition of the fess kkntitlsd 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 chalk"Ing the Imposition of the fess In any court action. K, subsequent to tie School District Representative signing this Butte County Schools Imrpaet Fee Certification Form, the School District Is no~ by the sppikable Local Planning Agency that this project Is being rsvNwed under the California Environmental Quality Act (CEQ4 this project may be subject to additional school fees to hay rnitipste.as Impact on the school district's selaok. White (applicant), Yellow (building department), Pink (school district)" feeformads (10/03)dmm —"- for'- �� L`- T1 DO STATE OF CALIFORNIA NUMB BUSINESS. TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS MANUFACTUREO HOU5ING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN . 1 ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. 0 MANUFACTURED_HOME OR MULTI•UN17 niiJFAf.TUgEO HOIfIN SSR NUMBER OF I 2 ❑ SFO (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTUREO HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH; OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OF CALIFORNIA, INC. 9534 MANg ®ACNVR Vt%nW: AVE • PO BOX 1308 , WOOD,LA�D CA 9r77 SUGGESTED RETAIL PRICE. Zry :,. (.S (TeCt ICI (state)Zi MANUFACTURER TRADE NAME; MODEL NAME ANOlOR NUMBER; OATE OF MANUFACTURE: WATERFORD 4603T 2006 09/12/2005 NAME OF DfAL[:R OR TRANSfEREl (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR CMH, INC TRA DATE OF NSFER. DBA: FREEDOM HOOSES TRANSfEREe0E51GNAT10N: - NA 09/15/2005 UI ALER OR TRANSFEREE ADDRESS: 2293 FEATHER RIVER OROVILLE CA 95965 Sheet) Ci State INVENTORY CREDITOR NAME: (Zip) CLAYTON HOMES, INC. INVE* f"VgMf, S@ONTROL . 5000 CLAYTON ROAD MARYVILLE (Sl1ee1 TN 37804 (slate) (Rip) SECTION t1 MANUFACTURER SERIAL NUMBER HCO INSIGNIA OR MUD LABEL NUMBER LENGTH WIDTH WEIGHT _ INCHESI (INCHES)(POUNOSI 1 CAFL517A28871-WA13 PPS0919768 724 160 28,280 2 CAFL517B28971—WA13 PFS0919769 724 160 26,660 TRANSPORTER NAME: ' BENNETT TRUCK TRANSPORT, INC- TRAM PD TER ADDagggg�� 0�1 INDDSTRIJLL PARKWAY P.O. BOX 569 XCODNOUGH GA (SIr"t 30253 (L. Z; DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME) 1/eal D• I $IelO Zi I candy uta& penalty of purlury under Ute lore or the SIAte of Ccfilemm Na Ing ggove tele Bre IAM and Ian11O. 09/12/2005 WOODLAND YOLO CA Eaocuted on e, (Dotot (Coy) ICounyl (Sletel SIGNATURE OF AUTHORIZED AGENT DISTRIBUTION: ORIGINAL (PINKI FORWARD TO THE INVENTORY CREDITOR. VNLESS THERE 15 NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE) COPY I (WHITE) FORWARD TO THE DEPARTMENT AT P 0. BOR 1821 SACRAMENTO, CA 95612.1020. WITHIN FIVE (51 DAYS OF RELEASE, COPY t (YEL1.0" DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UN17 TO ITS DESTINATION. COPY 3 (GOLOENROO) TO BE RETAINED BY THE MANUFACTURER. - - HCD 463.0 - Sae I - (7/97 C00/Zoon AlaW 311116 "' JIlV3 31IIAONO WOaMl VOCC US OCS XNd ZT=OT Q3A SO/OC/TT r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. -31��iE•�'��: R r. Riiilrlino Permit 01-16-04 qq 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/23/2005 APN: 027-330-003-000 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. Site Address: 426 DACK CT PAL License Class : License Number: �►(�Map Date: �aw Contractor: Index: Description: garage (576) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BOLAN, ALLAN D permit to construct, alter, improve, demolish, or repair any structure, prior 77 OAKVALE AVENUE to its issuance, also requires the applicant for such. permit to file a OROVILLE, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95966 7000) of Division 3 of the Business and Professions Code) or that he or (408) 910-8764 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: FLEETWOOD HOMES pp intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 2243 FEATHER RIVER BLVD. such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for OROVILLE, CA 95965 sale. If however, the building or improvements are sold within one 530-532-3301 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ .1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: FLEETWOOD HOMES not apply to an owner of property who builds or improves thereon, and who contracts for'such projects with a contractor(s) licensed 2243 FEATHER RIVER BLVD. pursuant to the Contractors' State License Law.). OROVILLE, CA 95965 ❑ I am Exempt under Article 3 of, the Business and Professions Code 530-532-3301. Date: Owner: License #: 785185 WORKERS' COMPENSATION DECLARATION I 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 Architect: Labor Code, for the performance of the work for which this permit Engineer: is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy umber are: Total Square Ft: 576 S.F. Carrier: Valuation: $13,824.00 Policy #: �i�L�h2�/2�i.—%l Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' I compensation provisions of Section 3700 of the Labor Code, I shall o forthwith comply with those provisions. Date: ! 2-3-D Applicant: WARN Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor' code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to do work indicated above for which fees have been paid. y 1n A By: r Date: Name: W % �—►h(ll.i G % 'PERMIT EXPIRES ON: - 2-, •-0 \� Address: (Date) 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: /�/F%� Signature:92 7 �� Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor R r. Riiilrlino Permit 01-16-04 qq 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** CONTRACTOR OWNER Last Name First Name Address4,,E;;7 , / City 5A Zo State C Zip Phone d /o t,,0 Fax E-mail State License Number CONTRACTOR Name .1E Name Address -,,---, Address City Z� State Zip qt Phone �2 Fax 3�® E-mail Lic. # Class Fo office use only: ARCHITECT/ENGINEER Name ✓ Address 2�� I� ��� City !_ State Zip Phone Z Fax E-mail Page 1 SU -571 State License Number Fo office use only: APPLICANT NAME Name ✓ Addres 2�� I� ��� City !_ State 1 Zip Phone Z Fax E-mail Page 1 SU -571 Fo office use only: Zoning — Flood Zone I X I SRA I es No Occ. Type Const. Subdivision Name aR (� Map Book 600 Page 1 SU -571 Lot # --.> Plander iDate m T A proved: OVER FOR $UB`(�IITTAL REQUIR�_:MONTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP OS745 BIN # LOCATION ,. Prope Addr4` e!7— %Cross CrossStreet WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: ,5A2� 4�5-76 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received 4v: C6 Receipt #: j � � 77 Dato7�,—j $ Amount: a/ T tt/p,,p s�97 SMIP Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan; (D).Tie down or fnd plans, all in duplicate. , ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate.(D),Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer." ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site 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 (if -required).,w - ❑ 12. Hazardous Material Form (for Commercial Buildings.,only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and"Planning , review (May require additional plan review upon receipt of the following items.) 7. ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impa&Fees. ' . ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy), ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. A u If you have questions or would like additional information -'regarding this process, -please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within,two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0R1v1S\131dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: I�yZ,/ ASSESSOR PARCEL NUMBER 0 Z 7 - Proposed Building Use: (%��^rte ` C�� Permit Technician: (�� Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ,::::,Items N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �❑�,N 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or Ind plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings \ ❑ 12. Hazardous Material Form �E7 IrJ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other mainin items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �� s 15 Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable -'B 1� 5 16. Fire Sprinklers............................................................................................ .(jl 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... \ ❑ 19 Erosion Control Plan Required.... .................................................................... Fees as shown on the attached Schedule of Fees Due Sheet.......... .................... ❑ City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City off• �ggs .............................. _ *<- 23. California Department of Forestry Ian approval maid. Sent by,, T ...... 24. Planning approval for (A) Use: W(B)Parking: (C) Parcel Check:....`.:.. •o \�❑, w' 25. Contact Land Development about _ Improvements, _ Drainage ........................ �41v 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name,Style Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Numb"er.��,�................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... 36. ther:�/.��,T/�i��� ❑ 7. Other: �1 When issued Telephone t�jitn� AV 00 62 T nd hold for pickup. I have been informed of the ab ve items and requirements for obtaining a building permit. Applicant. Date: 1. Index p d applic tion f• he aba items numbered: Plan Check Litter-, 2. items requirecr " v v ontra designer, owner, was advised of the above data by Q/ ❑ mail, D counter, by Date: / or, esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: on ac or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:Plans approved by: Date: Structural reviewed by: Date: Structural approved by' Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 }�D�//V ,, / SCHEDULE OF FEES DUE OWNER. (A.P. # � a7' d� PROPOSED BUILDING USE/-y<y DATE , RECEIPT # DATE REC. 1. BUILDING PERMIT FEES �`� D/ �- --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ......................:............. x $360.00 = $ Units Commercial (sq. ft.) ...................... - x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ..................::........ x = $ # Units Amt. Commercial (Sq. ft.) ............. x �_ $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK .� 1) �?, $89.00 (paid at Building Division) 4/ (1 8. WATER TENDER FEES (Battalion $200.00 (paid at Building Division) AIV ( t 9. CSA 87 TRAFFIC FEE 00.00 (paid at Building Division) �- 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Sectioti66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 Div. 2nd Copy - Applicant 3rd Copy - Owner ,(Rev. 6/00) I Butte County Department of'Developnent Services vrr�° 7 County Center Drive 1_ Oroville, CA 95965 (530) 538-7601 Telephone c0VA (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other .regulatory entities, including but not *limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: - a .I need to submit applications for septic and/or well to Butte County Environmental Health immediately. e I am required to bring, the approved Environmental Health site plan and. approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division.. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to_all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: 02 `7' Building site address: PAOT)4 Cj__ e469VD Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIG URE OF APP . NT DATE v Copy to Applicant/EH/File _ K Forms/BidePermitwithoutCleaances 020705 Department of Public C O U n t y o f B U t J. Michael Crump, Director LIC Department, WCF� t e LAND DEVELUPMtNI ULVuwly Storm Water Management Program 7 County Center Drive orovii1e, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN' ACREJ. Project Description Project Location andlor Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a. Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: CDF FIRE SAFE REQUIREMENTS AP# 027-330-003 PERMIT # 05-1897 ' NAME: Bolin Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte -County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards ` [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed. or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40;000 pounds. [X] Grade. Not to exceed 16 percent unless -paved. , Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X) 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 radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. , [X] Turnouts. Shall be a minimum of `10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 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. Gates [X) 1. Gate entrances shall be at least two feet wider than the eoadway they serve. 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 the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. ?I S r, r Setback for Structure Defensible Space - [X] 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 provided for in these standards, annual maintenance must be provided,for by the landowner. [X] 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 below. [X] 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. Disposal shall be completed prior to completion of road construction or final building - permit inspection. Other. Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves andchoose any 2 of the:following: _ ❑ Metal or no doors on side toward r property line with insufficient setback ❑ 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: o Stucco — 3 coat . o Hardi-Board or Plank o Masonry o. MasonryVeneer o Metal o Other Butte,County Fire Department approved materials 07/27/2005 Date Darren Read Signature i c n F i 0 f/'y ,....... go 2243 FEATHER RIVER BLVD. Water fold Series Model 4603T OROViLLE, CA 95965 3 Bedrooms • 2 Baths • 1,567 Square Feet (530) 532-3301 rr BEDROOM #3 � ! DINING frs•zlr-►o 16&= AREA 1. . _ O '"O"xw-la• 1 --------- OPEN AAaOrE w <. 0� BEDROOM #2 III -6"x ff-Cr 111101111-6— mom W -O* IIKNO ROOM I MASTER lrz'x rts' o" BEDROOM 13'x' X 14N0" In 7411111 F �7■ Rte■ ■■ ■■ 19!■o �i "rte �- x I Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials wboul 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 floorphans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for spectlics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. wD/I7/AJGO4 Exterior • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy Came • Transverse floors with 2" x 6" floor joists for better support • Class A" fire -rated• composition shingle roof for long - lasting. low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for Improved energy efficiency • Weight panel with B" x 42" glass Inswing front door with, brass knocker and deadbolt for your family's safety • Inswing rear door with deadbolt and window add natural light Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior W drywall tape and texture In all areas (Including closets) adds style to your Interior • Rounded sheet rock corners In living areas soften your decor • Standard 25 oz. carpet in all living end bedroom areas for high pedormance and low maintenance - 10096 nybn W prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and spotting • Glass ceiling fixtures brighten your home's interior • Vaulted ceinng throughout provides an open look and feel • White lined overhead cabinets for easy maintenance • Arched top wood cabinet doors add quality and natural beauty to your kit=hen and bafhroorns • Metal minl-blinds in living and bedroom areas for your -privacy • Raised panel passage and closet doors are durable and provide convenient access 6" rebond pad extends the lire of your carpet Baths • Easy -care laminate countertop with hand lald, 4" ceramic b7e backsplash and self edge provides attractive color accent • Recessed medicine cabinet provides convenient storage space in each bath • Elongated ballets for a stylish look • Master bath has a large comer tub with separate stall shower - most models • Guest bath has a one-piece 60" fiberglass bub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation In each bath • Bank of three drawers In the master bath for handy storage • Extra large vanity mirrors with Hollywood lights In both bathrooms provide an expensive viewing area • Single lever sink faucets Kitchen • Brand name appliances provide confidence and hassle -free service - 3d' free-standing gas range - 20 cu_fL side-by-side frost -free refrigerator - Dishwasher • Single lever faucet with sprayer • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility In kitchen activities • Congoleum* no -wax, vinyl flooring far easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Ceramic file self -edge provides a finished look • Two pull-out pot and pen drawers provide easy roll out storage convenience Fleetwood Homes reserves the dghl to dwige oolors, prices, specifications, models, dimensions and matenalls wiUaut notice. Rendering and diagrams are meant to be representaWe 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 hutch is not Included. (Add four feet to arrive al transportable length,) Ask your retaller for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. Utility, Safety and Energy Features • Smoke detector(s) and built -In interior 100 AMP panel box for your safety and easy access • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility cabinet for added storage space Overhead ceiling lights In utility and elf bedrooms to brighten rooms • Zone II Insulation package for energy efficiency, Includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor 40 gallon gas water heater Is efficient and requires low maintenance • Gas furnace provides name brand confidence and hassle -free service • Plumb/wfre for washer and dryer provides convenient hook up Optional Features • Garbage disposal for quick and easy kitchen clean- up • Skylights of various sires brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for Increased performance and beauty • Ceiling fan circulates air for a 'spring breeze feeling all year long BoauUitii uai ii eei bysier rl whi i rec:e•ssed parlei arched top doors, ash face frames and adjustable overhead shelving add value and quality • Recessed fluorescent fights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light Into your home • Zone 111 Insulatlon package to meet the needs of the climate where you Ifve, Includes: 2" x 6• exterior walls with R-33 ceiling, R-19 wall, R-22 floor insulation W'c FLEEMOD�D. FLEE-RVOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enlerpdaes, Ina IS N. Pioneer Avenue Woodland, CA 95776 02003 Rrehvwd Entuprces, Inc. (530) 082-3223 WD117IDEC04 1 own 12•-0• M ]0'-0• 6141014'-0• ' O • � 5 �IAWtl. IfiL[ o� OT _TRBRPoOSTA7 FLOOR PLAN Z L 6 0 H N 0 M 00 - dNECEP7AtT.E llr.4n B,IITCB :]An rh AIVAR E. own 12•-0• 6'-6• ]0'-0• 6141014'-0• Ko]4 h. 4603T MALL �IAWtl. IfiL[ OT _TRBRPoOSTA7 FLOOR PLAN Z ,aa, PPS corpacellon 1 :]An rh AIVAR E. 'Madison WI -17 5/14/05 ®St4DAE ALAM :Ar[. 05/24/05 MUD NOeafaclnnd IIf??N Home Pli??BE P.i33D: CoasImcUon A PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 psf lain FP.1 $ D BMDID: A[JUN '�_'�j 17INA4603T am Pli?34F. Pli?46T f7C?lS. _ Piii?Sr P3iitSr •/ r. •`t+" �LI DBT i[i'IURc �.r � Jr, - 1 i p Q fi[;HOOM FLVOREBCSBr. LIa6T V - 129 A .4 1 [CE0x'• 1 0 171.1 [cZ LI,211- I -H IC: nW[ 171.1 t l 179.1 ACI F,' RECESS ED LIOH7 GExBAOST rAN 07r.L PANEL BDL UT147TF -•••• ®T SOLAR TUB dr (9 a \ -••11_••' OAIR LUPFLY Ox.:t t__ 0 rAB S[:S[i ART AIB nl uut Z 1 EIRf,! :lICF,' S'- vI=hma OR0ITACI �aC9 !'lrxt.x PAxLL B0Y Q 1 [ 1 _ I]K t/1•®k A VIOLA mall rIKGYC AN . t CABLE aMn .� W X64 , ,:• r.:Q' 14 - /�\ [ 11 Jr Ld + f] RRR SAD RETURN AIR Cm LLE t V / \ !i Q rtaOR RWISTSH ® y \\ / \ Q d AALL•NOID7T® � / \ 0 RLUL6TLA 1� RPI• / \ MM W .1 x .1 CROSS-OVER E100TION O Llu=es wrru9 B:OOIt \\ Rusc ro:sc n-r CIO :.P. OeuPFOR:OO6T �.._, f-._. 1 iI]000 / vvmvWx 6BID!RD,ALL _ ® 160 It 60'-0• \\ 611 r \ Q BH]R00x 1 117 a.[ HAT= 7 o � i `4.r/791�'Yt \\ BO -160 x 60'-0° [snn 4PI / \\ HAT— 1 130isr. W4[14S of MAR 77BcPfEl E9 4x4 POST i1:F?HF. ,. WOODLAND 17 7D--6• 35'-I 1/7• PIRXci tlAK6 c ' 4C NOTES: 1. T ERS IN KITCHENS AND BATHS. NOT BE INSTALLED WITHIN 6" OF A RANGE. TRAVEL DISTANC M P THHST BEDROOM TO ENTRY . 16.3 LF. THIS FLOOD ATTACHED OPTION DETAILS (IP APPLICABLE) IH DESIGNED TO 0 THE FOLLOWING STRUCTURAL AEQVIREMERTF, WIND EONB(8.)__ ROOF LOAD(S) 30 lbs. 60'-0• WATERFORD �s� A Ko]4 h. 4603T MALL �IAWtl. IfiL[ FLOOR PLAN APPROVED PPS corpacellon :]An rh AIVAR E. 'Madison WI -17 5/14/05 :Ar[. 05/24/05 MUD NOeafaclnnd Home FIT:te CoasImcUon A PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 psf $a's'aedird FP.1 $ 17INA4603T PERIMETER PIERING FOR HOME WITH 2X6 SIDEWALLS `MEL NO NOTE: PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD 220 psi 4603-T IIMWRO TITLE PIER LAYOUT OPTION 306 ROOF LOAD DRA m @v: Fruik L. DATE: 05/1344 CHA,SS I S I NFOLi-30 po.IE•I - M.P. SPACING @9 1/2' N.I. IFv 1 -BEAM SIZE 10' ALL •a L E G E N D 33-2 V7 19--2 3/4' 74 3/4' ENTRY DOOR 97 V2' p4..171PLE WINDOWS +I(-----� ar El STA0 �7ING 1� 1 j --------Cl----------a--------a---------a a-LT-----------a----------II. 1. DRAWING IS 1 - -------�-�"--------I-----{I'-�i L-J--'----------r-E 1�-I - 1 l----�-- __ r- _____'!�__ I I 11 __ __aTI BETHISUSE CO E USED IN CONJUN - TIONWITHTHEINS- TAILATIQJ MANUAL AT•b li i. I I I I i I I `.` N ITS SUPPLEMENTS. jl I i ' I 1 I IPeru�i.Ariw I IT. 2. FOOT WC5 AREDUA940WN FORE%AMPLE ONLY, II d I I I. I I I f I j��p A1.R41T 1 I I II I II AND SPACIPA MAY VARY Y VART BASED ON PA[ II I I I I TYPE,. SOIL CONDITIONS TC. - I I - I - I�_�� .11 11 E------------------------- u II 42-8'/, -------------------------------++ 1_----------- 4 ^----TI � FURNACE DUCT ----------- -a�j ---------Q•----- - nII _[] - :1 59-4 3/110.1 5/I9 I 1 II 11 WATER INLET -� mr I I I ORAD IN OUTLET i i mil B-LBVIT i ry I m 48-a 1/1 I e l 1 1 I Al S/8' 90 3/x' a1.5/8' II PANEL BOX I I©-------'�------`-------�' ' - - . rz----�--- -- �i a-= -------- a --------a----- �' 01 AREA 1 1 El : v -a---------- 55 5/B' 55 5/8' WOODLAND I fO� GAS INLET FORCNP�T PDR POST /4' Ir -113 I 117-1 173 tib" PRODUCT NUE PERIMETER PIERING FOR HOME WITH 2X6 SIDEWALLS `MEL NO NOTE: PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD 220 psi 4603-T IIMWRO TITLE PIER LAYOUT OPTION 306 ROOF LOAD DRA m @v: Fruik L. DATE: 05/1344 CHA,SS I S I NFOLi-30 po.IE•I - M.P. SPACING @9 1/2' N.I. IFv 1 -BEAM SIZE 10' ALL •a EHSAR WALL DATA - RTo EONS: I EA BID IRIT RAID PANnlTrPll ISNGTE NOIR • TRIE �• - k B 1 79G 8 1•-0. 3 a 26 L STRAP I4'-4• FLOOR INFO JOIST SIZE 2x6 JOIST MATERIAL SPP JOIST SPACING lE • INFO Cn cm CD z 0RONT " 40• SXT WALL BI BE 2x4 EXT SID2flG NATL 0 • rRAgPlTBXACING HICKNESS 1/2' ATE_ U8 GYP .1 - o PROXY GABLE 0'HG 12' O CHASSIS INFO m N.R. SPACING 49 1/2• " TJI PRO -360 SPLICE LOCATION DIMEN970N9 AR,PROM HITCH END a' 40 O I -BEAM BIER lQ• DRAMS LENGTH 39• - L1VB.LOADo30LBS. z DRAWBAR ANGLE - 60 . FROM TOUNIT MATT FLOOR INFO JOIST SIZE 2x6 JOIST MATERIAL SPP JOIST SPACING lE • INFO Cn cm CD z 0RONT " 40• SXT WALL BI BE 2x4 EXT SID2flG NATL NG/ROOF INFO 24• rRAgPlTBXACING HICKNESS 1/2' ATE_ U8 GYP .1 BAVS O'HANO 12° WALL INFO BIDENALL HOT. 40• SXT WALL BI BE 2x4 EXT SID2flG NATL /16 4XB NAADI S A 4 7BC 6 9'-1C' I J01STS 1 2 LAGS 31'-1C 3/4° REAR RAVE O'HANG 12• 0 C A 1 160 R 11'-C• I a 76 a 6TIlAP - PROXY GABLE 0'HG 12' O ' R8QOIRES AGGRESSIVE PARTENIN6 PATTERS CRAI 16 D.C. PEANINO - \ 1. '� ENPTT TA IS f1HL0 IB COMBINHC IB WNBER - AEAA CAB LB 0'RO •17° . N OPTIONAL TONER DORMER SHEARWALLS SHEAR WALL DATA win E01m: 1 OPT1 - LAND DE7T HALL PAN84 TYPE LBBGTH VOTE -. TR18 •• A 8 1 101 6 li'-0. 3,a 76 9TRAP� ]4'•1' - - - - _ k. �,,,. . S A I 2BG 9 9'-1'C' 1 J019TE L Z LA05 )1'-1C 311° - - �'- C- _B 1 150 S IC' -1 1 1. 1 JO76T5 4 2 LA09 .)7'•10 7 8• 0 -STRAP RSQUIRZD C A l NSC 8 73'-0' 3 x 76 a STRAP 34'•B• • ARQUIRZE ADORES91V8 FASTENING PATTERN L IDIE 16 O.C. FRAMIRO •• INPTY TRIS IISLD 1S CONBINEC 1E ROR6BR ABOYZ - WOODLAND 17 . WATERFORD NOR SCHEDUL3 - - EMU DD. SYMBOL SIZE DESCRIPTION GLAE VSAT U VALUE '4 6 0 3 T '.74 37 x 79 BLANK-IflSMING 0.19 _ '- 79 36 a 79 BLANK-IN9NIflG 0.19 0x6 P 6/0 X 6 8 SCD - SAPBTY 35.50 17.70 0.79 3uue: nnc - SPEC DRWG, NDOW SCHEDULE _ APPROVED PFB Carponlbn. FFSCon - 9TMBOL SIZE ..DESCRIPTION GLAS VRNT AREA - moINS WI - t] �zwe zt. AI VAN E. 608"9 46 x 08 E. SLIDER 1.15 0.76 7:03 _ _ 659SH 35 x 59 SGL "UNC -SIDE LD 11.82 6.06 14.95 MUO Rbnu/ad0zod 05/24/05 - 05998 30 x 59 SGL NUNG-SIDE LD 9.63 .4.98 12.50 - 640RS 46 x 40 H. SLIDER 9.98 5.25 17.97 Mao! " zev 1729L' 17 z 11 SIDELITR PICTURE 4.60 6.17 construction A )16Pq 30 x 16 p2 CTURS WINDON 2-47 3.34 SaFHty31s0dazd - PSC.1 B SHEAR SPALL DATA DATA WIND ZONE: 1 ZONE: 1 OPT1 LABEL UNIT WALL PANEL TYPE LENGTH NOTE WALL PANEL A B 8 A C A * REQUIRES 1 19G 1 290 1 190 AGGRESSIVE 9 S E FATTENING 13'-0" 3 9'-10" 1 13'-0" 3 PATTERN x 26 ga JOISTS x 26 ga k MAX 16 STRAP 34'-9" b 2 LAOS 31'-10 3/4" STRAP 34'-9" O -C, FRAMING "* EMPTY TRIB FIELD IS COMBINED IN NUMBBR ABOVE STRAP 341-811 OPTIONAL TOWER DORMER SHEARWALLS SHEAR WALL DATA WIND ZONE: 1 OPT1 LA88L UNIT WALL PANEL TYPE LENGTH NOTE • TRIB "• A B 1 19G 8 13'-0" 3 x 26 ga STRAP 341-811 8 A 1 2SG S 91-104,-1 JOISTS & 2 LAGS 31'-10 3/4" C B 1 29G S 10'-1 1/2" 1 JOISTS & 2 LAGS 32'-10 7/9" D A 1 19G B 13'-011 3 x 26 ga STRAP 341-811 REQUIRES AGGRESSIVE FASTENING PATTERN & MAX 16 O,C, FRAMING "* EMPTY TRIB YIELD IS COMBINED IN NUMBSR ABOVE G -STRAP REQUIRED 07/11/05 MON 09:49 [TX/RX NO 84311 Z005-- SPLICE LOCATION LRE FROM HITCH END •0 LBS. DRAWBAR LENGTH 39" TO UNIT MATS 10" A B 12'-1" A B 20'-9" A B 29'-5" A B 40'-6" A 3 ' 46'-2" A B 51'-3" A B 601-011 A B 10" B A 12'-1" B A 20'-9" B A 29'-5" B A 0 40'-6" B A " 461-2" B A z 51'-3" B A 0 60'-0" B A 'c4.0 7 - CHASSIS INFO M.R. SPACING 99 1/2" I -BEAM SIZE 10' DRAWBAR LENGTH 39" DRAWBAR ANGLE 60 REAR SAVE O'HANG 12" FLOOR INFO JOIST SIZE Zx6 JO a IST MATERIAL JOIST SPACING;6 WALL INFO SIDSWALL HGT, 90.E EXT WALL SIZE _ 2x4 EXT SIDING MATL /16,4X8 HARDI CEILING/ROOF VINFO RAFTER SPACING 24" CEILING THICKNESS 1/2" CEILING MATSRIAL US GYP FRONT SAVE O'HANG 121' REAR SAVE O'HANG 12" FRONT GABLE 0'HG 12" REAR GABLE O'HG 12A E.H. USE ONLY Piot Plan Attachod Flow Plan Attachad Sant to B.D. V/ V-4-05 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Incl - Owner Location AP# Plan Approved for: Sewage Disposai,_� s l Water Su ly: Public riva e Wel Clearance for dwelling. Other� Hold final for: Final clearance O.K.-for: NOTE: Environmental Health Specialist 8/96 S . I " Date 1 .1� M -, ON M.011 Waterford Series Model 4603T 3 Bedrooms - FLNEHINUMM D. TWOO 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 /Can\ rnn nnn. 1W-0• LIKNO K00i I r- X ro'-0, MASTER BEDROOM 15'-A' X 1440" 17hsy ly .. Soy 60 Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and rh>3� rveHalls 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. Ag 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 bitch is net included. (Add four feet to arrive at transportable length.) Ask your retailer for specflics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. won v/AIJG(M r 01 i it s.►—� A �EE9� ����9EE�E��e ECB ff allil>iii: _ LIKNO K00i I r- X ro'-0, MASTER BEDROOM 15'-A' X 1440" 17hsy ly .. Soy 60 Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and rh>3� rveHalls 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. Ag 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 bitch is net included. (Add four feet to arrive at transportable length.) Ask your retailer for specflics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. won v/AIJG(M r Exterior • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor Joists for better support • Class A" fire -rated, composition shingle roof far long- lasting, low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for Improved energy efficiency 36" elght panel with B" x 42" glass Inswing front door wtth, brass knocker and deadbolt for your family's safety • Inswing rear door with deadbolt and window add natural light Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safely Interior • W drywall tape and texture In all areas (Including closets) adds We to your Interior • Rounded sheet rock corners In living areas soften your decor • Standard 25 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -adored dye technique minimizes tracking and spotting Glass ceiling fixtures brighten your home's Interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance • Arched top wood cabinet doors add quality and natural beauty to your kitchen and bathrooms • Metal minl-blinds in living and bedroom areas for your• prtvacy • Raised panel passage and closet doors are durable and provide convenient access W rebond pad extends the life of your carpet Baths • Easy -care laminate countertop with hand Feld, 4" ceramic the backsplash and self edge provides attractive color accent • Recessed medicine cabinet provides convenient storage space in each bath • Elongated tolleis for a stylish look • Master bath has a large comer tub with separate stall shower - most models • Guest bath has a one --piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation In each bath • Bank of three. drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights In both bathrooms provide an expensive vlewing area • Single lever sink faucets Kitchen Brand name appliances provide confidence and hassle -free service - 3d' free-standing gas range - 20 cu.tt side-by-side frost -free refrigerator - Dishwasher • Single lever faucet with sprayer • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility In kitchen activities • Congoleuma no -wax. vinyl flooring far easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic file backsplash provides altractive color acxant • Ceramic the self -edge provides a finished look • Two pullout pot and pan drawers provide easy roll out storage convenience Fleetwood Homes reserves the right to dunge oolors, prices, specifocalions, models, dimensiare and material without notice. Rendering and diagrams are meant to be iepiesentattre ard, In beeping wilh Fleetwood's policy of constant updating ard Improvement, may vary from the actual home. All dimeeslons are nominal and approximated. Square footage Is measured from exterior hvalf to extedor wall. and is an appmx Male figure. Lenglh Indicated in floorpians is floor length only. The length of the hitch is not Included. (Add four feet to arrive al transportable length,) Ask yoar retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION, /A 02003 Fledymd Enteprses, Inc. Utility, Safety and Energy Features • Smoke detectorts) and bulk -In interior 100 AMP panel box for your safety and easy access • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility cabinet for added storage space • Overhead ceiling lights In utility and all bedrooms to brighten rooms • Zone II Insulation package for energy efficiency, Includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor 40 gallon gas water heater Is efficient and requires low maintenance • Gas furnace provides name brand confidence and hassle -free service • Plumb/wfre for washer and dryer provides convenient" hook up Optional Features • Garbage clisposel for quick and easy kitchen clean- up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs Deluxe carpet selections for Increased performance and beauty • Ceiling fan circulates air for a 'spring breeze feeling all year long ooauUiui k:uLjinei Sysive it Wiiil itx: ssstu paulei arched top doors, ash face frames and adjustable overhead shelving add value and quality • Recessed fluorescent rights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light Into your home • Zone III Insulation package to meet the needs of the climate where you live, Includes: 2" x 6' exterior wells with R-33 ceiling, R-19 wall, R-22 floor Insulation W27FIXEMOW. FLEFnbiOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Entorprioas, Inc. IS N. Pioneer Avenue Woodland, CA 95776 (530) 662-3223 WD117AUEC04 ti� 14,;/ _ CDF FIRE SAFE REQUIREMENTS _ AP# 027-330-003 PERMIT # 05-1898 NAME: Bolin Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards r [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. , s i [XJ Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal, inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to. curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 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 radius. [X] Pq Pq Pq Gates [Xl Turnarounds. If required, will have a minimum turning radius of 40 feet from the center'of the road. . Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. , 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. " 1. Gate entrances shall be at least two feet wider than the roadway they serve. 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 the roadway. 3. Where a one-way • road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used: ` • 9 i • Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for iri these standards, annual maintenance must be provided for by the landowner. ` [X] 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 below. T 1 [X] 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. Disposal shall be completed prior to completion of road construction or final. building permit inspection., E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves rEIf Building Setback is Less Than 15 Feet — - ✓ Class A roof with enclosed eaves and choose any 2 of the following: Q ❑ Metal or no doors on side -toward property line with insufficient setback ❑ Interior automatic sprinkler system'per NFPA 13D j T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials E [,l 07/27/2005 Darren Read Date , Signature T. , .... ...... -1 ------ ay 5;robs le, W" hie are Lai VAA own, 4 00 rvp oCr TTE CCKJN I t V3 -AUILDM DEPARTMW A p R OV f 01. OtE j: M Q M If o U� a f 01. OtE j: M Q M If o LONGFELLow LuMBER CO. INC* Quality Design o Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber:com Customer: PHIL DECANN Address: DACK CT. PALERMO Aft P20E (Rev. 5/05) BUS oom i .i RUIMNG DEPARTW . APPRON Job No: BOLIN GARAGE ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 N l�A 'Note's Symbols Numbering System A General Safety PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/, • Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. c' J5 -o 2. Cut members to bear tightly against each c other. Place plates on each face of truss at each p joint and embed fully. Avoid knots and wane T"4'�'For O�y " v at joint locations. 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices ce C, C plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol Indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements: 9. Lumber shall be of the species and size, and In The first dimension Is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided. at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 -11. Bottom chords require lateral bracing at 10 ff. spacing, or less, If no ceiling Is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM _ BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professlonal engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. I CLIP OANCrNAIL i .4xv awl. , f OUTLOOKER 5-I0d NAILS ' Ix4 CONT BRACE AT BRACE EACH END MEMBERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE 6-I0d COMMON W/ 2-Bd NAILS 2x6 DIAGONAL NAILS BRACE o 48' O.G. "GABLE END 5ND OA MAX WBRACED LENGTH OF &ABLE END STUD. (2x4 FIR-LARCFU - STANDARD = 5' -II' - NI AND BTR 2x4 HF 5TRONGBACK MAIL TO LEDGER W/ IOd a 12' OLJ s 2x4 HF LEDSM (NAIL ' TO VERTICAL NU IOd A35 BRACE TO FLAT 2x " NAILS) H-3 AT 48' O.C. 2x4 Fl. OR H.F. «2 OR NOTE: THIS DETAIL MAY BE USED FOR BTR. STRONGBACK BRACE TRIY55E5 NKTH PITCHED B.C. ALSO.n LEDGER 16" O.G. MAX. (0) OPTION TO NEB PLATING: Lr -,E (3) - 2- - KRE STAPLES (0.O72 DIAJI5 GA) TOENAILED TIM CHORD INTO N® t THRU NEB INTO CHORD ON ONE FACE A FOR A TOTAL OF 6 STAPLES. (PI). (51) ! (HI) MUST BE PLATED. ) ARP,y GONt. SUPPORT(HI) TG LL 30.0 PSF fr` Edo IBM TG DL 15A PSF NOTE: GABLE END DESIGN BASED BG OL PSF X10 0 a3 OWN i5 MPH HMO, EXPOSSWE 'B' BG LL 0.0 PSF TOT1D. 50.0 PSF AT 0-25 FEET MEAN HEIGHT. DURFAC, 1.15 FJOEB3 M DETAIL Date: 10 -Ib -02 Gary Hawkins ME Lowml ow LUMBERDrawn: AK �+ftCHi,-,ECT,E GHIGO, CALIFORNIA (530)892-2700 Job no.: 02-11 b 1370 RU DR., SZE.10 FAx:(530)893-0532 CHICO. CA 95973 garya:chmsbc910b0!Tmt N , r May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincere , QRpFESSlO ONG yG F2� NO. 049919 EXP -30 04 Redongq Director of 64 Western Operations RY/ek rt MiTek Industries, Inc. 7777 GREENBACK LANE - - r SUITE 109 CITRUS HEIGHTS CA 95610 k ® USA FAX (916) 6761909 TELEPHONE (916) 6761900 r May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincere , QRpFESSlO ONG yG F2� NO. 049919 EXP -30 04 Redongq Director of 64 Western Operations RY/ek rt tato �,o� • , ^�POOR• ,hZ I Job russcuss ype Qty y 8-0-5 R17313456 80110712 Al FINK 11 1 I BOLIN GARAGE LOADING (psf) SPACING 2-0-0 CSI DEFL Job Reference (optional) wny,e,ww wmoer m a. aanco-rcaa o.LVu s Apr ea duua MI I eK Inausrnes, Inc. wea JUI 13 uu:a9:10 zuuo rage i ,-1-0.0, 6-6.8 12.0-0 17-5-8 24-0-0 25-0-0 1-0-0 6.6-8 5-5-8 5-5-8 6-6-8 1-0-0 Scale - 1:42.2 04 = 4 3x8 = 3X4 = 3s4 = 3.4 = LUMBER TOP CHORD 2 X 4 DF No.1&BV G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=946/0-3-8,6=946/0-3-8 Max Horz 2=11(load case 4) Max Uplift 2=46(load case 3), 6=-46(load case 4) 24-0-0 PLATES GRIP MT20 220/195 Weight 88 Ib . BRACING TOP CHORD Sheathed or 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-3=2514/68, 3-4=-2190/87, 4-5=-2190/87, 5-6=2514/68, 6-7=0/7 BOT CHORD 2-110=51/2433,9-110=4/11688. 8-9=-4/1688, 6-8=-41/2433 WEBS 3-10=-405/16, 4-10=-45/573, 4-8=-45/573, 5-8=-405/16 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist , they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard PROFESS/pN ONG Lij 149919 m OF Id July 13,2005 AL WARNING - Ver(/y design parameters and READ NOTES ON TMS AND INCLUDED MITES REFERENCE PAGE M11-7473 BEFORE USE. 7777 Greenback Lane r_r_m . Design valid for use only with MTek connectors. This design is based on u Suite 109 g N eon pespon iers shown, and is for on individual building component Citrus Heights, CA, 95610 Applicability of design parvidual web proper incorporation al component is responsibility of building designer - not truss the reser. Bracing sf the r � is for latero) support of individual web members,ony. Additional temporary bracing to insure stability during construction is the responsibillity of the e erector. Additional permonent.brocing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component •. I Safety Informallon available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. M Tek 8-4-5 15-7-11 . 8-0-5 7-3-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 10 >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.32 8-10 >896 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.07 . 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.1&BV G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=946/0-3-8,6=946/0-3-8 Max Horz 2=11(load case 4) Max Uplift 2=46(load case 3), 6=-46(load case 4) 24-0-0 PLATES GRIP MT20 220/195 Weight 88 Ib . BRACING TOP CHORD Sheathed or 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-3=2514/68, 3-4=-2190/87, 4-5=-2190/87, 5-6=2514/68, 6-7=0/7 BOT CHORD 2-110=51/2433,9-110=4/11688. 8-9=-4/1688, 6-8=-41/2433 WEBS 3-10=-405/16, 4-10=-45/573, 4-8=-45/573, 5-8=-405/16 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist , they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard PROFESS/pN ONG Lij 149919 m OF Id July 13,2005 AL WARNING - Ver(/y design parameters and READ NOTES ON TMS AND INCLUDED MITES REFERENCE PAGE M11-7473 BEFORE USE. 7777 Greenback Lane r_r_m . Design valid for use only with MTek connectors. This design is based on u Suite 109 g N eon pespon iers shown, and is for on individual building component Citrus Heights, CA, 95610 Applicability of design parvidual web proper incorporation al component is responsibility of building designer - not truss the reser. Bracing sf the r � is for latero) support of individual web members,ony. Additional temporary bracing to insure stability during construction is the responsibillity of the e erector. Additional permonent.brocing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component •. I Safety Informallon available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. M Tek i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded I Official Records I County of I Butte 1 MWAC£ J. GRUBBS 1 County Clerk-Recorderl 1 1 69:B4R{9 12 -Aug -2M I REC FEE 13.N CONFOR10 COPY 1.0 TB Page 1 of 3 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 operations including, but not limited to cultivation, plowing, spraying, 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 follows: .l� (/fit P77©/ a DateB-1 D f 3 G� State of California ) County of 164--1* ) On 12pw/ — Os before me, 1 / personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument: WITNESS my hand and official seal. RICHARD FEUERSTEIN Signature Seal: COMM. #1568619 A.P. # ba `r 3 O ~ lO3 " NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY c " My Comma Expires April 13, 2009 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of �tp ��( r County of—41tti`[ZC°i On " Ce ` 20a ��Ct wars ►'^ter- �Cr Ns j O 1 C, I �—�" �-( before me, Name and Title of Officer (e.g.. "Jane Doe. Notary Public") personally appeared /11 Name(s) of Signer(s) , ❑ personally known to me -OR-proved to me on the basis of satisfactory evidence to be the person{s) whose nam*) is/afe subscribed to the within instrument and - acknowledged to me that he/s!,Pe iey executed the same in - hisA iefAheir authorized capacity(ie&), and that by his/her/their signatureW on the instrument the persoa(4 or the entity .upon JAMES LAMAR-KINSER behalf of which theerso COMM. #1377185 �, P n(s) acted, executed the instrument.. NOTARY PUBLIC - CALIFORNIA .`- BUTTE COUNTY 71TN S my ha and official seal. owiComm, Expires Sept. 28.-2006 Signature of Notary Public ---------------------------- ---- Though the information below is not required by law, i ma pi and rea ache Description of Attached Document Title or Type of Document: A rf C,U 14 to J_e— -OPTIONAL----------- ----------------------------- valuable to persons relying on the document and could prevent fraudulent removal of this form to another document. Document Dater l d� Number of. Pages Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signers) . Signer's Name: ❑ Individual ❑ Corporate Officer ❑ Titles(s): ❑ Partner - ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Individual ❑ Corporate Officer ❑ Title(s): ❑ Partner - ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Order No. BU -211916-3 MANI Description The land referred to herein' is situated in the State of California, County of Butte, and is described as follows: ' PARCEL I LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ORO HILLS RANCH SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, I985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37. , APN 027-330-003-000 PARCEL Il: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER DACK COURT AND DACK WAY, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ORO HILLS, RANCH SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER - OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON 'TUNE 7, 1985, IN BOOK 100 OF ' MAPS, AT PAGE(S) 36 AND 37. , EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN.. PARCEL III: . A 60 FOOT WIDE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, ON, OVER, AND UNDER A STRIP OF' LAND, THE CENTERLINE OF WHICH IS MORE PARTICULARLY ' DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE 'SOUTH'63 DEGA5' 23" EAST, 419,40 FEET TOA TANGENT CURVE CONCAVE NORTHERLY HAVING"A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 52 DEG. 30'26", AN ARC LENGTH OF 137.46 FEET, THENCE NORTH 64 DEG. 14' 11" EAST, 249.28 FEET TO THE CENTER OF A 50 FOOT RADIUS CUL-DE-SAC; THENCE NORTH 75 DEG, 33138". EAST, 523.62 FEET TO THE END OF THE HEREIN DESCRIBED CENTERLINE. • Y Description: Butte,cA Document-Year.DoclD 2003.47154 Page:'2 of 2 Order: mmm comment: z J - • z • NOTES :.} RESIDENTIAL 3 PERMIT NO. X027-330-003 05-1898 u BOLIN, ALLEN t AL ACK CT, PALERMO Cont: FLEETWOOD RETAIL GARAGE f z SPECIAL CONDITIONS CHECKED ' BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ' SPECIAL INSPECTION ITEMS • VERIFY "I USE PERMIT CONDITIONS • - �� SUB -STANDARD HOUSING LETTER - q3 s +00c ((ci P,-► c4-Lj L �= of back a JOB FINALED (Date)1J �5 ;, .Signature J=OK 0 = Not OK Not Applic . = Not Readyable @�� �.q MOBILE HOMES ; Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. -t / P Nat or/ /" L "ftJ P LPG 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 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 7. Water and Sewer Connected -C/O to Grade -HD Approval _ 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements _ 2. Footings; Size -Spacing -Marriage Line _ 3. Blocking _ 4. Gas-, MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged _ 9. 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 MISCELLAN EMS Date DEC ,.COVERS, CARPORT ARAG Plans) OK except #'s ning Requirements-Setba-Easgrhents e Foot-ngs; Salt-Size-De-Spacitiig-Connectors- el 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; windows -Doors X 7. E!9ctric rmg.; Sills-Anchors-Studs-Rftrs-Trusses "iding; Nailing -Veneer -Stucco -Mesh 1,Q_-Ro6r9ht g -Roofing 11 ; Steps -Doors -Landings 12. Braced Wall Panels r ' Date - 07 -Card B-1 Date Card B-1 t Date )1- Card B-1 6,A4L,v Date - Card B-1 Date ; 03PEOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI j 5. Elec.; Pool Lighting; 15 Vons-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. • Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Appficable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Gmd.-/ P' Ftg. Depth i 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection _ 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. _ 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or M-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Card B-1 Date Card B-1 _Date Date Card B-1 Date Card B-1 mate PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle _ 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan, Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors _ 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection _ 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. _ 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or M-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. Date 34. Clothes Closet Light -Shower Light -Spa Light Date 35. Smoke Detector Date FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support _ 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 A, 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting _ 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 WPlanters 0 Yes 0 No 84. Stucco Brown -Finish 85. A_C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-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: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 0005-0072752 Recorded I REC FEE 10.00 Official Records I County of I COWORKED COPY 1.00 Butte CANDACE I GRUBBS I County Clerk-Recorderl LV 918:57AN 30 -Nov -2005 I Page 1 of 2 • . - � - IIII III Iil l 1111 l 11111 l 1111! it 111 11 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY L NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local `agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the, real property and shall -be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property., I , ALLAN BOLAN REAL PROPERTY OWNER/LESSOR 77 OAKVALE AVE. MAILING ADDRESS OROVILLE BUTTE, CA 95966 CITY COUNTY STATE "ZIP 426 DACK CT INSTALLATION MAILING ADDRESS, IF DIFFERENT PALERMO BUTTE CA 95968 CITY COUNTY STATE ZIP SAME UNIT OWNER (i(also propeny owner, write "SAME") _ SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP Y BUTTE COUNTY BUILDING DIVISION' LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS 5 OROVILLE BUTTE CA '95965. CITY COUNTY STATE ZIP 05-1897 (530)-538-7541 BUILD PERMITNO% TELEPHONE NUMBER //-- 3 SIG ATURE OF L CAL AGENCY OFFICIAL DATE NONE DEALER NAME (i(not a dealer sale, write "NONE") NONE DEALER LICENSE NO. UNIT DESCRIPTION FLEETWOOD HOMES 2005 WATERFORD MANUFACTURER'S NAME DATE OF MANUFACTURE - MODEL NAME/NUMBER CAFL517A/B8871-WA13 60'X 268" PFS0919768/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCELNUMBER027-330-003 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. i 5&Crow No:: 05 -107393 -TG f � Locate No.:i-AFf M_,,6-0958-0001-0000107393 Tithe No.: 05 -107393 -BD EXHIBIT "A" THE LAND REFERRED TO HEREINBELOWIS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE' SPATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL I; LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ORO HILLS RANCH SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,.ON June 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37. PARCEL, IT: , A NON-EXCLUSIVE EASEMENT FOR ROAD AND RUBLICR�LCH SUBDMSIONy PURPOSES �,ER DACK COURT AND DACK WHICH MAP WAS RECORDED IN SHOWN ON THAT CERTAIN MAP ENTITLED, ORO HILLS AN OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON June 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 36 AND 37, EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCELI, DESCRIBED HEREIN. PARCEL III; A 60 FOOT WIDE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, ON, OVER, AND UNDER A STRIP OF LAND, THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOW BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.H. M,; THENCE SOUTH 63 DEG; 15' 23" EAST, 419.40 FEET TO A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 52 DEG. 30'26"; AN ARC LENGTH OF 137.46 FEET; THENCE NORTH 64 DEG. 14' 11". EAST,, 249.28 FEET TO THE CENTER OF A 50 FOOT RADIUS CUL-DE-SAC; THENCE NORTH 75 DEG. '33' 38" EAST, 523.62 FEET 70 THE END OF THE HEREIN DESCRIBED CENTERLINE: i A I f 7 . i f _ } Initials: r 07/29/05 FRI 10:56 s [TX/RX N0,86651 Q003 4 5 r � . , f SATE PLAN .................:......... .. : .. .. .. ........... ........::::: ...:...:....:.. ....:..:.. .... �........................ .. .. .. .. .. .. .- .. .. .. .. .. .. .. ......................... ............. .. .. .. .. .. ............. .. ................. ....... ............................. .. .. .. .. .. .. ... .. .. .. .......................................... ........................... ................. ....:...:.... .. .. .. .. ............................................ .............. .. .. .. .. .. .. ... .. .. ..- :....................................... ......................................... .. ,.;... .. ............ ..................... :9 ............. .. ................................................................j..,....j... .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .............. .. .. .. ..;.. ..: .;.. ..:.. ..:.. ..;.. ..:.. ..... ..... ..:....:.. ..:.. .... .... ..... ...:.....:......:..........:..... .....;......:.....:. .. .. ... ............. .. .. .. ........... ...... ......._.... .................... .. .. .. .. .. .. .. ............ .. .. ... .. .. ............ .. ..............._ .. ......._ ................... .. ..-----_.................. ......... ... ....................... .. ... .. .. .. .. .. .. .. .. .. .. .. ... ._ ........ .. ...j. .. ... .. ............. .. .. ............ .. .. .. .. .. .. .. .. .. .. .. .. .. ................_ .. .. _ .. ......._ ... !� r ................ :.................................. ............... .....:............:.............:....... ...... ,..... ...... .. ............ ... ............. :-sem'"----....� .. .. .. .. ...............- •- -- -• •- -- -- -- .............. ............ ..................... atl � - t� o. A✓ 'rrs�•- w a . ............. 0 s .G `D VISI�DN - 4 LRNNI i3UIL71NG =� .............----.,. ..... ......:......... .. .. ... .. .. .. ............. L` se IDate. ---- e .. .. .. .. .. .. .. .. ..; / j' -i�ait rig:' ' Lan�scap in -.. .. ..................... . ..... ... . . N C7 = = .. a: = 1 �7 ._ rr `. /..., :\ ... .:.. ..:. .. .: :.....:......................... :.......... . ' ....: . toc _ a v Y• P T: ..... ..... ..:.. ............................... .. .. .. .. .. .. .. .. k ................. . . . ..:.. . �► _ : = s� ....... .. ............... .... .&. . 6� ..>....:....: �............�,.. ............ Assessor's Parcel Number. ❑6 � [11— N FBI [-61 — ® Fol ® Scale: 1" = s© r 4 Owner Name Z AAAON BOAAF,4/ - 4U D1M0NSMA A9 AF'e90X/MA F Address/ Phone No. P..0 6oX swy jasa. r1 9 4t8 9rD 8ltc) Site Location —M4Ck CT` mt2✓14,44 -1'4AE9q-o Contact: Name ,tAgy Jo Phone �&00 &5o0 6`2 9?91- - odoe„23.20,:, i FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: ' INTERIOR RIDGE SUPPORTS ' STANDARD PIER AS SPECIFIED AS SPECIFIED BY MANUFACTURER BY COACH MANUFACTURER PLAN- Beale: 1" _ 10' TRIPLE WIDE MOBILE COACH SEISMIC ZONE 3 )F LIVE LOAD (PSF)l 60 z0' 0 s g � 6 0 8 0 -UP TO 78 FT 2X:12 12 0 12 0 UP TO 4e FT 4:12 8 0 8 4 .I EyI St IMO �-�I� NOBILC 1�g 14EXISTING 10BR 'C%ISfING MOBIL[ 8 I/ COACH a BEANSy 1/ COACH BUMS y al V CDACH s BEANSy 0 8 C mal mss._, 4:12 12 ,, moo51 a T 4 4 El 4 4 4 16 0 UP TO 78 FT 1:12 18 0 IB 0 1 -LBS (15 FT -LBS) TOROUS3' m /. DO COACH z a a w L , FDR J -BEAM MIN IN TO CLAMP BASE HEIGHT V) T h U �J I 4 IElI 4 4 I 4 I 4 I 4 r IJJ I 0 I 0 I © I I 0 I 1 F•- a ; O F-•� r � 4Lj 3 r-, W a E t!I El m' W 51 I lTl u I I SEISMIC PIER& FOUNDATION .PAD /PER TABLE I I L. m m� m m c 7R' AO' AR' `i" `ice PLAN- Beale: 1" _ 10' TRIPLE WIDE MOBILE COACH SEISMIC ZONE 3 )F LIVE LOAD (PSF)l 60 z0' 0 s UP TO 48 FT 2v.:12 6 0 8 0 -UP TO 78 FT 2X:12 12 0 12 0 UP TO 4e FT 4:12 8 0 8 4 UP TO 78 FT 4:12 12 0 12 4 24'•26'28' UP TO 48 FT 4:12 8 0 8 0 $ 32 1 UP TO 44 FT 4:12 8 0 8 C 24'.28' 26.32 UP TO ee FT 4:12 12 0 12 0 UP TO 78 FT 412 16 0 16 0 30.36' f° 42'.48' UP TO 60 FT 4:12 12 0 16 0 UP TO 78 FT 1:12 18 0 IB 0 N - 3/8' x I' BOLTS • INSTALL MINUTE MAN EARTH AVG•£RG 3' % 3' PLAT[2 OR TRIPLE WIDE 4 'LACE SEISMIC PIERS 4 ROWS OF 1. ^ ���,,, 711 I •' HEN IB PIERS WHEN SQUIRED PUCE I{1�E'xVyj 4 ROWS OF 6. NOM FT FROM END THEN SPACE EVENLY. CISCH I S I/CMCN ITEMS 'I N FOR THE 6 NPP ,a o x w LJ� . 4 4 4FR THE IO IN PP N FOR TH 15 IN PIPE z7 Q Q [MATING MOBIL1 o 4 4 FOR DOUBLE WIDE �} LACE SEISMIC PIERS I IN ROWS of 4 I d PER TABLE �m -LBS (15 FT -LBS) TOROUS3' m OUTLINE OUTLINE OFOBIL Lr-1 1 COACH z a IAL NUMBER OF C.P. SEISMIC PIERS & TOTAL NUMBER OF TIEDOWNS REQUIRED. BE SEEI PLAN ABOVE FOR PLACEMENT OF PIERS & TIEDOWNS. AUGER TIEDOWNS SHALL LISTED & INSTALLATION INSTRUCTIONS SHALL BE ON SITE AT TIME OF INSPECTION. • FOR 18 C.P. SEISMIC PIERS, PLACE IN 3 ROWS OF 8. 12 IN OVERSIZED 5/8'x3' FOR CHIPPING AND/OR FLANGED PLASTIC CORNER BREAKAGE ANCHOR INSERTS Q 3' 36 1/2' 4' 5/8' x 1-3/8' FLANGED 5/8'x3' STAINLESS STEEL OR FLANGED PLASTIC 5/8 x 3' FLANGED ANCHOR INSERTS PLASTIC ANCHOR INSERT 3.5' 3.5' 4x4 -4x4 VVF 4' 1.1 I• 4x4 -4x4 VVF 3 PRECAST C.P. PRO PAD PRECAST PAD 7 30'x32'x3/4' PLYWOOD HOLES FOR '= :9 1/2' x 2 1/2' C.B. 18'x24'x3/4* a PLYWOOD CONNECTED WITH EIGHT 1-1/2'x.120' NAILS OR 808x1-1/2' FHWS 4 EP -0 -20', 24', 26', 28', OR 32= PLANScale: 1" a 10' DOUBLE WIDE MOBILE COACH o OUTLINE . OF MOBILE C�"'i ' COACH 0,12'34',OR is - -J ' PLAN SINGLE WIDE MOBILE COACH • • :' I HOLES FOR 1/2'x2-1/2' C.B.\ � �• DO l� 7-7 �4' 4' 4' Q_ppp PLYWOOD PAD FOUNDATION PADS 7 COACH I.BEAM GENERAL NOTES: REFERENCE:CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 1. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS WHERE INSTALLED. 2. FOOTINGS ARE TO BE SUPPORTED BY EITHER FIRM, UNSATURATED, UNDISTURBED SOIL OR COMPACTED FILL. -ASPHALT OR CONCRETE. FOOTINGS ARE DESIGNEDFOR1000 PSF BEARING CAPACITY AND SHALL BE.COMPATIBLE WITH LOCAL SOIL CONDITIONS. ALL FOOTINGS SHALL BE FOUNDED IN ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25. . 3. STRUCTURAL STEEL: a. SHALL CONFORM TO ASTM A36 Fy = 36 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING • TO 'AISC SPECIFICATIONS:' c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: I. ELECTRODES: E70 ii. PLATES: ASTM A36 iii.BOLTS: STANDARD ASTM A307 iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE d. ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE PROTECTIVE COATED. 4. THE C.P. SEISMIC PIER SHALL BE LISTED ANEIq LABELED BY CERTIFIED TESTING AND CONSULTING SERVICES (CTC). FOR THE FOLLOWING. LOADS: a. LATERAL :X -LARGE PIER: 1907 LBS. ULT. LOAD LARGE PIER: 2423 LBS ULT. LOA b. VERTICAL : 16000 LBS ULTIMATE LOAD 5. THIS FOUNDATION SR M ISSFOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED 6. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS.. SEE TITLE 25 SECTION 1334(b) 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S, INSTALLATION MANUAL. WITHOUT MANUAL, SPACING OF STANDARD PIERS TO BE DETERMINED BY STAT MOBILE HOMES PARK ACT. FOUNDATION PAD NOTES: 1. FOUR FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS SYSTEM. THE CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR COACH. 2. FDTN PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED SOIL (SEE GEN. NOTE 2) 3. CONCRETE FOUNDATION PADS • A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF. BY STARLITE WEIGHT CONCRETE. B: PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). C. WHERE FIELD CONDITIONS REQUIRE PAD ROTATION, NO MORE THAN HALF OF THE PADS IN A TRAVERSE LINE CAN BE ROTATED SO THAT THE LONG DIMENSION OF THE PADS ARE PARALLEL TO THE COACH BEAM. 4. PRESSURE TREATED FOUNDATION. PAD A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.1.-83 CC. PLUGGED, NER-QA397,PRP-108. 5. ATTACHMENT TO EXISTING CONCRETE SLAB THE C.P. SEISMIC PIER MAY BE ATTACHED TO AN EXISTING COMPETENT CONCRETE SLAB OR CONCRETE FOOTING ACCORDING TO THE FOLLOWING CRITERIA: 1. ATTACH WITH TWO '/A' DIAM. ITW RAMSET/ REDHEAD TRUBULT WEDGE ANCHORS 2. MINIMUM EMBEDMENT = 2.5' 3. MINIMUM CONCRETE THICKNESS = 33/." 4. MINIMUM EDGE DISTANCE = 2" COACH SIZE NOTES: 1. UNLESS APPROVED BY ROCK SOLID ENGINEERING, INC.. THE ROOF PITCH SHOULD NOT EXCEED: A. SINGLE WIDES: 3:12 OR 4:12 AS SHOWN IN TABLE B. 20 FEET WIDES: 21A:12 OR 4:12 AS SHOWN IN TABLE- I(r Tll C. ALL OTHER .DOUBLE WIDES: 4:12 D. TRIPLE WIDES: 4:12 2. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, LAYOUT SHALL BE REVIEWED AND APPROVED BY ROCK SOLID ENGINEERING, INC. INSPECTION REQUIREMENTS: I. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. 2. ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEIGHT AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN'ACCORDANCE WITH TITLE 25 & MANUFACTURER. 3i81TH - 3/8' x I' BOLTS • INSTALL MINUTE MAN EARTH AVG•£RG 3' % 3' PLAT[2 • - r (OR EQUIV.) 2900 IDs C4VI&CIT'Y �AX HT ABOVE C WASHER 6 NUT 4-014 WHEN 'Ri UIRED, SEE TABLE: -SPACE 1ST ROW 3 2 FT FROM END THEN SPACE EVENLY. N FOR THE 6 NPP NTIDN PAD___j36' jE_5E.IUSMIl': PIER AN12 x w STD PIPE 4 4 4FR THE IO IN PP N FOR TH 15 IN PIPE z7 Q Q [MATING MOBIL1 o ' EXISTING NO"NE DAEN BEANS `1 11GHTCPI TO IN ANGLE 3' VIDE180 r"S )/GO,CN BEANEN TUBE MUST EXTEN -LBS (15 FT -LBS) TOROUS3' Not to Scale SPACER AS NEEDED a • z a a w L , FDR J -BEAM MIN IN TO CLAMP BASE HEIGHT V) T h U �J LjJ LIJ ' Z td J mI T > U W c N CK L I- E"M a F•- a ; O F-•� r � 4Lj 3 r-, W a TO V 1 t!I LJ m' W c I lTl u I I SEISMIC PIER& FOUNDATION .PAD /PER TABLE I I L. m m� m m c `i" `ice 4 EP -0 -20', 24', 26', 28', OR 32= PLANScale: 1" a 10' DOUBLE WIDE MOBILE COACH o OUTLINE . OF MOBILE C�"'i ' COACH 0,12'34',OR is - -J ' PLAN SINGLE WIDE MOBILE COACH • • :' I HOLES FOR 1/2'x2-1/2' C.B.\ � �• DO l� 7-7 �4' 4' 4' Q_ppp PLYWOOD PAD FOUNDATION PADS 7 COACH I.BEAM GENERAL NOTES: REFERENCE:CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 1. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS WHERE INSTALLED. 2. FOOTINGS ARE TO BE SUPPORTED BY EITHER FIRM, UNSATURATED, UNDISTURBED SOIL OR COMPACTED FILL. -ASPHALT OR CONCRETE. FOOTINGS ARE DESIGNEDFOR1000 PSF BEARING CAPACITY AND SHALL BE.COMPATIBLE WITH LOCAL SOIL CONDITIONS. ALL FOOTINGS SHALL BE FOUNDED IN ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25. . 3. STRUCTURAL STEEL: a. SHALL CONFORM TO ASTM A36 Fy = 36 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING • TO 'AISC SPECIFICATIONS:' c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: I. ELECTRODES: E70 ii. PLATES: ASTM A36 iii.BOLTS: STANDARD ASTM A307 iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE d. ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE PROTECTIVE COATED. 4. THE C.P. SEISMIC PIER SHALL BE LISTED ANEIq LABELED BY CERTIFIED TESTING AND CONSULTING SERVICES (CTC). FOR THE FOLLOWING. LOADS: a. LATERAL :X -LARGE PIER: 1907 LBS. ULT. LOAD LARGE PIER: 2423 LBS ULT. LOA b. VERTICAL : 16000 LBS ULTIMATE LOAD 5. THIS FOUNDATION SR M ISSFOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED 6. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS.. SEE TITLE 25 SECTION 1334(b) 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S, INSTALLATION MANUAL. WITHOUT MANUAL, SPACING OF STANDARD PIERS TO BE DETERMINED BY STAT MOBILE HOMES PARK ACT. FOUNDATION PAD NOTES: 1. FOUR FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS SYSTEM. THE CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR COACH. 2. FDTN PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED SOIL (SEE GEN. NOTE 2) 3. CONCRETE FOUNDATION PADS • A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF. BY STARLITE WEIGHT CONCRETE. B: PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). C. WHERE FIELD CONDITIONS REQUIRE PAD ROTATION, NO MORE THAN HALF OF THE PADS IN A TRAVERSE LINE CAN BE ROTATED SO THAT THE LONG DIMENSION OF THE PADS ARE PARALLEL TO THE COACH BEAM. 4. PRESSURE TREATED FOUNDATION. PAD A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.1.-83 CC. PLUGGED, NER-QA397,PRP-108. 5. ATTACHMENT TO EXISTING CONCRETE SLAB THE C.P. SEISMIC PIER MAY BE ATTACHED TO AN EXISTING COMPETENT CONCRETE SLAB OR CONCRETE FOOTING ACCORDING TO THE FOLLOWING CRITERIA: 1. ATTACH WITH TWO '/A' DIAM. ITW RAMSET/ REDHEAD TRUBULT WEDGE ANCHORS 2. MINIMUM EMBEDMENT = 2.5' 3. MINIMUM CONCRETE THICKNESS = 33/." 4. MINIMUM EDGE DISTANCE = 2" COACH SIZE NOTES: 1. UNLESS APPROVED BY ROCK SOLID ENGINEERING, INC.. THE ROOF PITCH SHOULD NOT EXCEED: A. SINGLE WIDES: 3:12 OR 4:12 AS SHOWN IN TABLE B. 20 FEET WIDES: 21A:12 OR 4:12 AS SHOWN IN TABLE- I(r Tll C. ALL OTHER .DOUBLE WIDES: 4:12 D. TRIPLE WIDES: 4:12 2. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, LAYOUT SHALL BE REVIEWED AND APPROVED BY ROCK SOLID ENGINEERING, INC. INSPECTION REQUIREMENTS: I. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. 2. ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEIGHT AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN'ACCORDANCE WITH TITLE 25 & MANUFACTURER. 3i81TH - 3/8' x I' BOLTS 3/4' THREADED ROD 3/16' FLATC LEGS 3' % 3' PLAT[2 BOLT ' FIELD DRILL HOLES BRINGS UNE A STD. CHASSIS SUPPORT PER'INSTALlAT10N MANUAL �AX HT ABOVE C WASHER 6 NUT 4-014 OPTION OF SELF TAP SCRE41OR C 3 2' DIA 1 I--4 Z N FOR THE 6 NPP NTIDN PAD___j36' jE_5E.IUSMIl': PIER AN12 x w STD PIPE r / �E ` AM 4FR THE IO IN PP N FOR TH 15 IN PIPE z7 OP8 MIN 2x 4 - 3/0' BOLTS )/4'x2'x4'ATE x3' N FOR THE 16 IN PIPE TYPICAL BEAM RADE LOT PER 11GHTCPI TO IN ANGLE 3' VIDE180 CONNECTION TUBE MUST EXTEN -LBS (15 FT -LBS) TOROUS3' Not to Scale SPACER AS NEEDED a • z a a w L Q FDR J -BEAM MIN IN TO CLAMP BASE HEIGHT T h U �J 7/16' FLATS CLAMP d - 3/8'�SMIC Z d NAMACTVRED ROMEIMOSILE IIOME /OUNDATION SYSTEM ..._ . 1TLALTRAND SAFETY ('00H. SECTION 18531 APi'x1:VIi0 SUBIECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVBANY OMISSIONSOR DEVIATION FROM REQUIREMENTBOI APPLICABB L AT6LAWS AND REOWATIONS Rm o! CXIiComy SPA NO._.xJ ThDPM.Appwi@,%•. • P 7 INCH SMALL 11.5 INCH REGULAR CNI 3/4' THREADED ROD 3/16' FLATC LEGS BOLTS 10-01-03 PIER BRINGS UNE A STD. CHASSIS SUPPORT PER'INSTALlAT10N MANUAL 18.5 INCH EXTRA LARGE T lJ TYP OF 2 03 00 3 00 I--4 Z S TECL•�NSERT,, 5/81x1-1/2' BOLT DR PLASTI INSERT, 5/8'x2-1/2' BOLT WITH HARDENED WASHER NTIDN PAD___j36' jE_5E.IUSMIl': PIER AN12 x w (U r / �E ` • � I/4•�PLATE z7 OP8 MIN 2x � Du SLOPE MiN zx MAX SEISMIC PIER Not to Sca(e TYPICAL BEAM RADE LOT PER C.P. SEISMIC PIERNI-PATENT 05595366. CONNECTION INSTALLATION MANUAL ELEVATION Not to Scale NOT TO SCALE REVISIONS I BY 05-02-03 Y W 10-01-03 Y W 04707-04 Y W T lJ N c 03 00 3 00 I--4 Z I c �� x w (U r / �E ` • � z7 C r � Du �( a �z 3 o w 4 � " I z a a w L Q T h U �J a 3l,j Z d J wx > U W c N z O L I- E"M a F•- a ; O F-•� r � 4Lj 3 r-, W a TO V 1 C, > .C:d c fy c Q cc e Q J 5--4 �u c W E'' cn z O E-' d Q z O w 4••.1 NW W v z DATE: 04-28-03 SCALE: AS SHOWN DRAWN: YMW JOB 4: W03002B SHEET: 1 OF 1 SHEETS SITE PLAN ............. ................... ............ ...... ...... ...... ...... ............. : .................... ............ ...... ................... ...... ............ ...... ................................................................. ................................... ............ ................ ...... ...... ...... .............. ....... ... . .... ..... .. ........ ................... ............... ... . . ................ .... ...... ................................ ..... . .............. ....... �e ........... ...... ...... .............. .............. ............. .......... ...... ............. % ..... ...... ............. ....... ....... ..... ... ......... .............. ................... ............ ...... ............. ...... ............. ................... ............ .......... . ............. ............. ..................... ............. ...... ............ ...... z ............. 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Q�'q - Assessor's Parcel Number. 6 R— �3 3� — 0 a IN Scale: 1 T TFo Owner Name 1" AA a p u P o o 0 Address/ Phone No. FD &X 3iZlo y SAKI J�5a C/c-95/5�2 48 0 8r&L) o 0 Site Location _DAC'k or •DrZ✓1,4. — A4,5940 _ �- U N�� Contact: Name „D2gH %OldPhone &00 & Of) - 5'3iz 091. odoe..b.2m[ PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: — USES: a WARNING ! B051-61 SUMMARY SHEET - GUIDE FOR HANDLING, IINSTALLING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el folleto BCSI 1.03 Guia de Buena Practica Dara el Manejo. Instalaci6n y Arriostre de los Trusses de Madera Connectados con Placers de Metaloara para mayor informacion. Los dibujos de disefio de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuates en compresion. Vea la hoja res6men BCSI-B3 Dara los arriostres Dermanentes y refuerzos "los miembros secundarios (webs) para mayor informacidn. EI resto de arriostres permanentes son la responsabilidad del Disehador del Edificio. 0 The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la cada de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear ©' gloves when handling and safety glasses when dsoo cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando cone los empaques. HANDLING - MANE)O Allow no more No permita mas 0 Use special care in than 3" of defier,- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines Of span. pies de tramo. and airports. 10, w r 6'max. T 10, I 10' QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK w/ D r GII� � �x - W4n; QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la [terra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Avoid lateral bending. — Evite la fiexi6n lateral. Q Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. . Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ _ ; % ; _ , j-7( Trusses 30' or less, support IJ less, support at t at peak. quarter points. t Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 I� Trussesup to 20' pies o menos. I� Trusses up to 30' �I Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal est6 instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe_ in ,,\ /Joe -in Spreader bar 1/2 to —�I 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreaderbarr` Attach above or stifiback / 4�\\�-► 10' D.C. max. mid -height Spreader bar 2/3 to �— 3/4 truss length —i Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temoorary Bracing for more information. Vea el resOmen BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss directly Bracing (TCTLB) in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well t— before erection of additional trusses. min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este mdtodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. . Hasta 30 pies 10 pies maximo 30' to 45' Fox. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo -Consult a Professional Engineer for trusses longer than 60'. 'Consulte a un ingeniero para trusses de mas de 60 pies. See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. Q Refer to j}C51@fz Summary Sheet - Gable End Frame Bracing. 1-7f Repeat diagonal braces. Vea el res6men LJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. I'7f Set first five trusses with spacer pieces, then add diagonals. Repeat LI process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members �� Diagonal braces every 10 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iE-L ARRI-OSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 0 Refer to BCSI-67 Maximum lateral brace spacing Summary Sheet Plywood or OSB 10' o.c. for 3x2 chords - Temporary and 15 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 10' of every 15 truss for Parallel Chord spaces (30' max.) Trriccac for more 1/4" 1' information. Tolerancias para° I 1/2" 2' Vea el res6men BCSI-B7 - Arriostre 1-1/4" 20.8' Fuel-de-Plomada. n temporal y Permanente de The end diagonal o I Plumb trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Plywood or OSB QTolerances Max. Bow Max. Bow Length —► I I Max. Truss Bow Length ---- ll Length --------- L 3/4" 12.5' 8" 7/8" 14.6' Q Tolerances for t D/50 D (ft.) 1" 16.7' Out -of -Plumb. 1/4" 1' 1.1/8° 188' Tolerancias para° I 1/2" 2' 1-1/4" 20.8' Fuel-de-Plomada. n 1-3/8• 22,9' o I Plumb 3/4" 3' bob 1° 4 1-1/2° 25.0' 1-1/4" 5' 1-3/4" 29.2' D/5o max 1-1/2° 6' 2" ?33.3' 1-3/4" T CONSTRUCTION LOADING — CARGA DE CONSTRUCCION 0 Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construccion hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construccion pat mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-65 Summary Sheet - Truss Damage- ]obsite Modifications and Installation Errors. Vea el resOmen BCSI-B5 Da"nos de trusses Modificaciones en la Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless _ specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo (Z4W del disefio del truss. QNNN— Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la Construcci6n o han sido alterados sin Una autorizad6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (If applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, Installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handiing, installing and bracing wood trusses and it does net preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor, Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. _db_ W ER WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, cal 53719 608/2744849 • www.woodtmss.com 608/833-5900 • www.tpinst.org 61WARN11.17 031125 ADV E RTE N C*�Ir��' HOCA RESUMEN DE LA GUTA DE BUENA PRAC�TICA PARA EL MANE)O, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONEC-TADOS CON PLACAS DE METAL V