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F 0,,-rE FRS• IN 03 E S NELSON, JOHN r ,S(�'77ROYAL DRIFT WAY, FOREST RANCH { Cont: EXECUTIVE HOMES i ♦ �+L GARAGE -ATT RGJ 1UtZN I1AL APN: Permit No. Owner. Site Address: V Contractor. Type of Permit: 06-0 a / `✓✓Yl vl Yl -- W l SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT ' REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: OK = Not OK RESIDENTIAL (Single & Duplex) UNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Fig Garage; Soils-Steel-Elec Grnd Ftg Opth, 4 Fig Porches/Decks; Soils -Steel Ftg Opth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 64 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel , 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test i-1 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 Girders-Sills-Anchr BoltsJoists-Vnts-Crippies 15 Acc & Vntltn 16 Insulation e 4'` o DATE (FRAMING 17 Sills Proper Materials & Anchrs i6 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & BearnsSz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frpic Throat Cimc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prpirty Line Firewall & Opngs 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 lnsults-Walls-Ceilings 39 Infiltration-Walls-Wndws .DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cirrs in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑AL AC Wire Sz ga Q CU or ❑ AL 48 Range Circ sa FICU or F IAL Oven Circ ga Q CU or ❑ AL Insulated Neutral DYes ❑No 49 Service -Riser Cndctrs & Grnd Main Dsr-nnct 50 Eqp Cimcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector- uHIt I PLUMBING 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub-Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping 4l DATE IMECHANICAL 61 AC Ducts Insults & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 11S Outlet 65 Attic Acc & Pltfrm if Furnace in attic d� \� e \\c o` 4. m DATE FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-DIrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cimc 77 Elec Outlets & Rcptcls at Ktr-hn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3- drain 81 Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Drnge Planters aYes QNo 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-O/O to grade -HD Apprv) 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler \C \C �'• 0 �\ 0 = OK o = Not OK MANUFACTURED HOMES DATE " PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FalUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat 0 or LP❑ Inch Sz Ft Lngth 7 BIckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers F S` O'er 0` 10` 0 MISCELLANEOUS DATE IDECKS'COVERS'CARP0RTS'G1f1RAGE Pool Drawing 2osis-Sz pacing CnnctrsStjl�✓ v�(/ 3 Decks, Girders/Joists-Dcking-Brcing l_ Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cn n ctrs-S hthg Frmg-Brcng 5 Alum Awn; Columns-CnncinsSplice-Decal4_nclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs -Studs -Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls s`. 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance -GR 5 Elec Pool Lting; 15 volts-GFI 6 Elec Encisrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w!5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w15' Crcitng Eqp-Pool lghtg Bokes-Enclsrs=pnlboards-Insults to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enctsr, Fencing Alarms 13 Bonding, Diving board or Slide s`. INTER-DEP4kRTMENTAL NMMORANDUM hales —'o Felz TO: BUILDING't)IVISION,.OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILD ING FINAL FOR: OWNER NAhM: Q 1 -SEPTIC: WELL: ADDRES&LOCATION: commct� (jL/memos/releaschold 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. BP060842 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/16/2006 APN: 056-370-004-000 the Business and Professions Code, and my license is in full force and effect. License Class : aQ:1 License Number: Site Address: 5677 ROYAL DRIFT WAY FRN Date: Contractor: Fk- Map Index: Description: ATTACHED 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: NELSON, PAMELA K AND JOHN W 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 7960 W BUTTE RD 7000) of Division 3 of the Business and Professions Code) or that he or LIVE OAK, CA she is exempt therefrom and the basis for the alleged exemption. Any _ 95953 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).): 530-870-1802 ❑ 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 Applicant: EXECUTIVE HOMES 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 3042 ESPLANADE year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of (530)891-6992 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 Contractor: EXECUTIVE HOMES pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 3042 ESPLANADE CHICO, CA 95973 Date: Owner. (530)891-6992 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 640583 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier: Policy #: Z I loyl Le �)`� Total Square Ft: 576 S.F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $13,824.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those ion(s.. 'provi Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of `_]\ U % �` 7 compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. ` IF, •� / _ = _ CONSTRUCTION LENDING AGIENCY i• 11ereissued under the applicable provisions of the Butte County Code and/or —r I hereby affirm that there is a construction lending agency for the Resolutions ork indi ted above for which fees have been paid. ` tb performance of the work for which this permit is issued (Sec 3097 Civ.) Date: V Name: BY: Address: PERMIT EXPIRES OQ Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter u on the above mentioned property for inspection purpos Print Name: Signature: ' l Date: v ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 2 CORRECTION NOTICE 00 0 _ y n� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional exlana?lease contact the Building Inspector as( indicated below. t G1 � - I $lit J. / , 4-C L F (� C_ 0�t le QJCVKA.-�-_ 1L 00 <_;0 t E le {-S Cz,_� ii (.Cl��-Q 1. W -� l ✓�l I { ✓1 �� /G LtK Stav- 51n,<<4 -o I Date Inspector 1 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Fb ' COUNTY OF BUTTE BUILDING DIVISION <- DEPARTMENT OF DEVELOPMENT SERVICES tri 7 County Center Drive • Oroville, CA • (530) 53&7541 N -I: CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this, matter, or need additional explanation, please contact the Building Inspector as indicated below. Vin" Date C� �y InspectorU � REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY r 'DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060841 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/16/2006 APN: 056-370-004-000 the Business and Professions Code, and my license is in full force and effect. License Class : l (� ij `� License Number: Site Address: 5677 ROYAL DRIFT WAY FRN Date: Contractor: &4w LA i tf$ LIho'e Map Index: Description: COV DECK (120) 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 Owner: NELSON, PAMELA K AND JOHN W 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 7960 W BUTTE RD 7000) of Division 3 of the Business and Professions Code) or that he or LIVE OAK, CA she is exempt therefrom and the basis for the alleged exemption. Any 95953 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).): 530-870-1802 ❑ 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 Applicant: EXECUTIVE HOMES 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 3042 ESPLANADE year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale.). (530)891-6992 ❑ 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 Contractor: EXECUTIVE HOMES pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 3042 ESPLANADE CHICO, CA 95973 Date: owner. (530)891-6992 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: License #: 640583 131 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. I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: 0 Sc7 CW\io Total Square Ft: 120 S.F. 1�1 /P�r Policy#: O LSD IV I certify that in the performance of the work for which this permit is Valuation: $1,920.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with th se provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of �' l ��_ compensation, damages as provided for in Section 3706 of the Labor lJ 19 code, interest, and attorney's fees. L� (�(� 0 C CONSTRUCTION LENDING AGENCY This permit is hereby is ued 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 d o 'ndicate above for which fees have been paid. .I By Date: S - Name: PERMIT EXPIRES ON: ' -61) Address: Date ❑ . I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A, notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Print Name: Signature: Date: ❑ owner ❑ Contractor ❑ Agent for Owner I Agent for Contractor B. C. Building Permit 01-16-04 pg 1 I,Z4 c 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 OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name Y� irsl Name--r�,, J Address 19,16"o W. %%Al i lzfl City v4E o -A K State c..6 Zip 9 S9 53 Phone %-)o _ \ $0 ,� Fax E-mail CONTRACTOR Name "E"x lE G h-t-y'r/ E o a Address 3 oy'L- E S ?� City GM Co State GA Zip Sg13 Phone g 11 bjcj2 Fax ogel l_ 4'15 3 �mqi>! 0 5j3e_&"8-A Li, O S H3 Phone APPLICANT NAME ARCHITECT/ENGINEER Address O City. ��� •� Address Zip�S`i'13 city Fax $��-g.15'3 to Zip Phone Fax E-mail State License Number APPLICANT NAME Name e C_ k-T� d E otiv. cS Address O City. ��� •� State G>A Zip�S`i'13 Phone Fax $��-g.15'3 EmailE- 59C_G Lo &4 Z.. r F T APPLICANT SIGNATURE X�s JA For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved"' A: %PrI PERMIT 61, - C)S4,j BP BIN # LOCATION AP# b 5 _ '3 1 - 00 IMAdd City 5-r Cross Stre i WORKER'S COMPENSATION Policy Number F-1�13 b 1 13 o Z Carrier If hiring anyone other than licedse contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address %0,z -,A �YT� OVER FOR SUBMITTAL REQUIREMENTS I K:IFORMSIBUILDING FORMSIBIdgAppiSubRgmts.doc Page 1 of 2 Description or Scope of Work: OE C Y— Sq.-F-ootage \`2_'0 - - 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 Rec iv d by: Amount: O Bldg S)2/ SRA Receipt #: O `�' 0 u t U Sheriff SMIP t �Iy �� Other Date: "� V7� � -� Total 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: r�: ASSESSOR PARCEL NUMBER Proposed Building use: Peimit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to` pply. 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. ❑ 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 fnd 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. Hazardous Material Form 12. Acknowledgement ofbuilding permit application without required clearances. ❑ 13. Other )R maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) /N 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the Cityof Biggs.. ........... 22. California Department of Forestry plan approval paid. Sent ' 23. Planning approval for (A) Use: (B) Parking: ((;) Parcel Che) ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ....................... 26. NPDES Form....................................................................................:......... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... O 28. Contractor'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) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded 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 ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone <7q ( ' and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: N4 X 4 Date: h a _,P 1. Index permit applic on for the above items numbered: Plan Check Lettgr 2. Additional items required ;0e 00 ontractor,esigner, owner, was advised of the above data by ph ne, ❑ mail, ❑ counter, by Date: 56 fi�rac or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: I Date: i Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: 7-/ 11LAO Note transfer by: Date: I Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner NELSON, PAMELA AND JOHN APN No: 56-370-004 Application Date 4/12/2006 Permit No: BP Permit Type: COVERED DECK 0 eyl 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA []Yes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $150.00 $60.00 $90.00 Balance of Building Permit Fee 0 0 _ $204.98 $60.00 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $60.00 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $90.19 omance of ounamg rermit rees trrom No. -i aoove) SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* RECEIPT D TE Tech/A t $90.00 $0.19 1� KtGtIF I I)A 1 t Tech/Asst SIJ At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. ApplicantT_f Date: �`(✓ `f' Pursuant to GovernMent code Section 66020, you are hereby notified those Items followed by an " " may have been imposed on your profed. You ve 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 I logPSTMENT 0* 6UTT� O ,1 O a , o� ✓ 5 lle`ClC Wof Department C o u n t J. Michael Crump, Director of Public o f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: ,Project Location and/or 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 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. 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: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of'Development SemvlCes?�° 7 County Center Drive ° ° \ ° �.:- ° Oroville, CA 95965 `G 530 538-7601 Telephone ( ) P ° (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES [ 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: o I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I ann required to bring the approved Environmental Health site plan and approved sanitation: clearance to the Building Division as soon as clearance is obtained i 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 r uire 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: WzfJ99 C —kki /Z 10 APN: D,- Le 3?0 Building site address: 1jP4 V Permit No.: I have read, understood and accept the ternsand conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: L SIbNAIIAh (5f APPLICANT DATE _ _ _ John & Pam Nelson Royal Drift Way .%r State of CaliforniaForest Ranch, CA 95942 - Business. Transportation and Housing Agency . APN: 056370-004 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMEN, Division of Codes and Standards -s W HCD 415 APPLICATION FOR Alteration ❑ Addition or Conversion ❑ Alternate Approval ❑ Technical Services CONTRACTOR/OWNER BUILDER DECLARATIONS Not required for Special Purpose Commercioi Modular 1. LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjun 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. Q Ucense Closs�_Lic. NO2 `105 ME . Date 3 — 3 A— '0' ControctokxE<--Tt 'Jfn A-744,te **I —1l— Q-6 2. OWNER -BUILDER DECLARATION I hereby affirm under penalt of perjury that I am exempt from the Contractors 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 Contractors License Low (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt there from 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 dollors(5500).): () 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 of offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Low 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 improvement Is 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.). ( 11. as owner of the property, amexclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a controctor(s) licensed pursuant to the Contractors License Law.). () I am exempt under Sec. f B. & P.C. for this reason: Owner pate 3. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( )I have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code. for the performance of the work for which this permit is Issued. VI have and will maintain workers' compensotlon Insurance, as required by Secilon 3700 of the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation Insurance corder and policy number are: . .carrier Policy Number — b (This section need not be completed If th permit is for one hundred dollars ($100) or less). () I certify that In the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensotion laws of California, and agree that If I should become subject to workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Applicant -Dote WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (S100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there Is a construction lending agency for the performance of the work for which this permit is Issued (Sec.3097, Civ. C.). Lender's Name Lender's Address r 5. CERTIFICATION I certify that I hove read this application and state that the above Information Is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for Inspection purposes. ole Signature of Applicant or Agent Date 3G�y£ ❑ Inspection To Obtain Insignia SECTION 1 - UNIT INFORMATION I/We Are requesting services for the following unit(s): (Check Appropriate Box) DTN Manufactured Home/Mobilehome O Multi -unit Manufactured Home Fee O Commercial Modular (Occupancy Group 1 O Special Purpose Commercial Modular Date Decal or License No. AA No. Serial Number(s) CA FL_. c,9 —%4 A 13 RT TO Manufacturer Nam FIT � y b D4 RT BY Model Nome o Insignia/HUD Label Number(s)? FS 0 p �. l� 3,0 )� Year of Manufacture 1 — 3 — 0 4 SECTION 2 - OWNER/ APPLICANT INFORMATION �] Owner_ X E C r✓t''f t T -1, Address 7— (y�t��� 0S Q CITY ! T CAO County IJ - ZIP— Location Address'Q Applicant TV f�a Address 3i:21, Z f5 r LA \ 1417 CIN C T-* N Gy Z1p q59 J3 Telephone S -SQ - 891- bg SECTION 3 - CONTRACTOR, AR HITECT OR ENGINEER INFORMATIO Contractor's Name �-x le rM -T �� o S Address ol I1 �SiP L�� F�i� t CO C� Architect/Engineer Name Registration No. Address SECTION 4 - DESCRIPTION OF WORK/ACTIVrrY AND VALUATION Describe the proposed work/activity In detail. Attach additional pages If necessary. Where structural alterations or additions ore proposed, complete plans, specifications, details, and calculations ore required to be attached to this form. Provide the make and model of any appliance to be Installed and provide complete electrical calculations for any electrical alternations or additions. Indicate the Total Cost of the Work to be Performed_�— SECTION 5 - SIGNATURE AND CERTIFICATION I/We her mQQokk�e\(application for the services designated above. Slgnotu\r C \ Date_ —DEPARTMENT USE ONLY" O APPROVED O CONDITIONS (see reverse side) O DISAPPROVED (see reverse side) Signature of District Representative Date . DISTRIBUTION: YELLOW - DEPARTMENT WHITE - AREA OFFICE PINK - OWNER/APPLICANT HCD 415 SIDE 1 (Rev 11/2004) 01, MH RIDGE BEAM LAY 1X6 FLAT OVER EXISTING SHEATHING AND NAILTO EXISTING TRUSSES OR RAFTERS WITH 2-10d NAILS FULL WIDTH, OF RAFTER HEEL. VALLEY FLASHING TOP VIEW �_wawww__w. sww �swr—•_____r �s_ i INK IN • �__..WI w _. ANINN •w. 24' -Oa / ARA RATED EXPOSURE 1 SHEATHING 16" O.C. 2X4 POST At 16" O.C. / w/8d ®6"EDGES 12" FIELQ GABLE END RAFTER SIDE VIEW 2 - 16d @ EACH POST ALL FRAMING OF #2 OR BTR. TOE NAIL RAFTER TO RIDGE WITH 3-16d NAILS. TOE NAIL 2X4 POSTS W1TH 2-16d NAILS. ALL MECHANICAL OR PLUMBING VENTS TO BE EXTENDED IN APPROVED MANNER State of Calffornia Department of Housing and Community Development Division of Codes and Standards New -2/02 20/30 PSF GABLE ROOF TYPICAL V ,John d( Pam Nelson Royal Drift Way State of California I Forest Ranch, CA 9594 Business. Transportation and Housing Agency APN: 056-370-004 r� DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMEN' Division of Codes and Standards _ HCD 415 APPLICATION FOR Alteration ❑ Addition or Conversion ❑ Alternate Approval ❑ Technical Services CONTRACTOR/OWNER BUILDER DECLARATIONS Not required for Special Purpose Commercial Modular 1. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perju that I am licensed under provisions of Chapter 9 (commencing with Section 70D0) of Division 3 of the Business and Professions Code and my license Is In full force and effect. Q' Ucense Class C—!n Uc. No.b `105 Ex Dote 3X31-- 1Q" Controct0kX* qX h'T i %1 * ti- ✓r e to 2. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors 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 Contractors License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt there from and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to 0 civil penalty of not more than five hundred dollors(S500).): ( ) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended of offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Low 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 ore not Intended or offered for sole. If, however, the building or Improvement is 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.). ( 11, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Low does not apply to on owner of property who builds or Improves thereon, and who contracts for such projects with o contractor(s) licensed pursuant to the Contractors License Law.). () I am exempt under Sec. B. & P.C. for this reason: Owner Date 3. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( )I have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for The performance of the work for which this permit Is Issued. _VI have and will maintain workers' compensation Inwronce. as required by Section 3700 of the Labor Code. for the performance of the work for which this permit Is Issued. My workers' compensatlon Insurance carrier and policy number are: Caller �lv� O Sits policy Number — b (This section need not be completetl If Th permit Is for one hundred dollars ($ 100) or less). ( ) I certify that In the performance of the work for which this permit is Issued. I shall not employ any person In any manner s0 as to become subject to workers' compensation lows of Colifomlo. and agree that If I should become subject to workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Applicant Dote WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (S 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. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there Is a construction lending agency for the performance of the work for which this permit Is Issued (Sec.3097, Civ. C.). Lender's Name Lender's Address 5. CERTIFICATION I certify that I have read this application and state that the above Information Is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for Inspection purposes. -�\ - ID Signature of Applicant or Agent Dote 2 f 3�W 3G� oQt 1j'Y oen•` ❑ Inspection To Obtain Insignia SECTION i - UNIT INFORMATION I/We Are requesting services for the following unit(s): (Check Appropriate Box) DTN Manufactured Home/Mobilehome O Multi -unit Manufactured Home Fee O Commercial Modular (Occupancy Group 1 O Special Purpose Commercial Modular Date Decal or License No. AA No. Serial Number(s) C -A F 1_1 I I A t 5-L-) T u b- W A 13 RT TO Manufacturer Nomu RT BY Model Name _ Lcg�Qrvp y b d 1 Insignio/HUD Label Number(s)P FS Year of Manufacture 1 — 3 — 0 q SECTION 2 - OWNER/ APPLICANT INFORMATION Ownery� x E G --"i I' C S p ^ �� '� Address J'0'J''-- 5 Ty�2jT's� T4 City (2 -All T C.O CountyZip Locoflon Address I-- Applicant a FS Address �`y,I 55`P LA V-1. AO City ^ C/O by s— o3 Telephone SECTION 3 - CONTRACTOR,!�kHrmcr OR ENGINEER INFORMATIO Contractor's Name �-x letµ-Te�� � A0 +— � S Address_ '3y !i 1ry L-' A'Yk fq1�! 1 •AJC Architect/Engineer Nome Registration No. Address SECTION 4 - DESCRIPTION OF WORK/ACTIViTY AND VALUATION Describe the proposed work/activity In detail. Attach additional pages if necessary. Where structural alterations or additions are proposed, complete plans, specifications, details, and calculations are required to be attached to this form. Provide the make and model of any appliance to be installed and provide complete electrical calculations for any electrical alternations or additions. ►^sZ11=1 Ll. P\.,Van,T - Indicate the Total Cost of the Work to be Performed SECTION 5 - SIGNATURE AND CERTIFICATION I/We hergW make application for the services designated above. SlgnotuNrk Dote... "DEPARTMENT USE ONLY" O APPROVED ❑ CONDITIONS (see reverse side) O DISAPPROVED (see reverse side) Signature of Dlstrlci Representative Dote DISTRIBUTION: YELLOW - DEPARTMENT WHITE - AREA OFFICE PINK - OWNER/APPUCANT HCD 415 SIDE 1 (Rev 11 /2004) MH RIDGE BEAM EXISTING ROOF LAY 1X6 FLAT OVER EXISTING SHEATHING AND NAILTO EXISTING TRUSSES OR RAFTERS i WITH 2-10d NAILS FULL WIDTH OF RAFTER HEEL. VALLEY FLASHING . TOP VIEW W RIDGE BEAM 2X6 RAFTERS G 16 ! .11 _ df-�--��-�,---n •.,..----�-m .,,� -ter 24'-0° APA RATED EXPOSURE 1 SHEATHING 16" O.C. 2X4 POST AT 16" O.C. w/8d 06"EDGES 12" FIELD GABLE END RAFTER SIDE VIEW 2 - 16d 0EACH POST ALL FRAMING OF #2 OR BTR. TOE NAIL RAFTER TO RIDGE WITH 3-16d NAILS. TOE NAIL 2x4 POSTS WITH 2-16d NAILS. ALL MECHANICAL OR PLUMBING VENTS TO BE EXTENDED IN APPROVED MANNER State of Callfornia Department of Housing and Community Development Division of Codes and Standards New 2/02 20/30 PSF GABLE ROOF TYPICAL BUTTE COUNJohn & Pam Nelson BUILDING DIVISION Royal Ran Way Forest Ranch, CA 95942 APPROVED APN: 056-370-004 C.Z- �'1�. SEE ATTACHED HANDRAIL AND GUARDRAIL HANDOUTS The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy Standards as amended by the Jurisdiction apply to this project , BUTTE COUNTY BUILDING DIVISION APPROVED 2X6 GIR ER EACH SIDE OF POST WITH 2 12" THRU BOLTS AT EACH POST BRACING AT CORNERS APPROVED METAL CAP DECKING 4X6 GIRDER UNTREATED LUMBER I APPROVED POST BASE—� I co MAN FOOTING FOR CORNER I PRECAST PIER ON 12" POSTS 10" DEEP, 14" SQ..CONC. FTG 4'-0" I m BgTTE CoohTy, BUILDING DIVISION APPROVED IF THIS HEIGHT IS OVER 30", A GUARDRAIL IS REQUIRED 4 X 6 GIRDER PRESSURE TREATED OR WOOD OF NATURAL RESISTANCE TO DECAY _ APPROVED POST BASE. FOOTINGS FOR POSTS CARRYING ROOFLOADS DECK CONSTRUCTION POSTS SUPPORTING A ROOF SYSTEM SHALL BE CONTINUOUS FROM THE FOOTING. ALL CONNECTIONS TO THE FOOTINGS SHALL BE BY APPROVED POST BASE f ALL CORNERS SHALL BE CROSS -BRACED. THE AMOUNT OF INTERIOR X -BRACING REQUIRED BY THE DECKING IS BASED ON THE AREA OF THE DECK AND THE HEIGHT ABOVE GROUND. GUARDRAILS ARE REQUIRED IF THE DECK HEIGHT IS OVER 30" ABOVE THE GROUND WITHIN 5' OF THE DECK. .. PRESSURE TREATED LUMBER MUST BE USED WITHIN 8" OF EXPOSED GROUND. — OPTIONAL DESIGN MAY USE DOUBLE 2X6 GIRDER AS A SUBSTITUTE FOR A 4X6 GIRDER. USE DJT14 DECK CONNECTORS OR 2 - 1/2" THRU-BOLTS AT EACH POST rev.5/7/99 CARPORT/COVERED PATIO DESIGN 9. Dimension floor plan: length, width and post spacing - 2. Using the maximum post spacing and rafter span, Choose the beam and footing sizes from the table below and place in the appropriate locations on the plan. (These sizes are not for _ structures with snow loads) Beam size is based on DF/L #2 3. Choose the appropriate rafter size based on span and spacing. The maximum span of the rafter is noted at the intersection of size and spacing. Choose according to the combination which gives a span longer than the rafter span on the plan. Mark the drawing in the appropriate location. RAFTER SIZE Q.F. #2 Table 23 -IV -R-1 BEAM SIZE FOOTING SIZE IN INCHES Table 23 -IV -V-1 RAFTER 12" O.C. POST SPACING &°g°/ F SPAN 4'-0" 6'-0" 8'-0" T , .*!�130 12'-0„ 8'-0" 4X4) (12x12) (4X4) (12x12) (4X6) (14x14) (4X8) (Wx1)6) r (4X8) (18x18) IID 4X4 12x12 (4X6) (14x14) (4X6) (16x16) (4X8) (18x18) (4X10) (18x18) 12'-0" (4X4) (12x12) (4X6) (14x14) (4X8) (16x16) (4X8) (18x1.8) (4X10) (20x20) 14'-0" (4X4) (12x12) (4X6) (16x16) 4X8) (18x18) (4X10) (20x20) (4X10) (22x22) 16'-0" (4X4) (14x14) (4X6) (16x16) (4X8) (18x18) (4X10) (20x20) (4X12) (22x22) 18'-0" 4X4) (14x14) (4X6) (18x18) (4X8) (20x20) (4X10) (22x22) (4X12) (24x24) 20'-0" (4X4) (16x16) 4X6) (18x18) (4X8) (20x20) (4X10) (22x22) (4X12) (24x24) Beam size is based on DF/L #2 3. Choose the appropriate rafter size based on span and spacing. The maximum span of the rafter is noted at the intersection of size and spacing. Choose according to the combination which gives a span longer than the rafter span on the plan. Mark the drawing in the appropriate location. RAFTER SIZE Q.F. #2 Table 23 -IV -R-1 7 -DAY LOADING RAFTER SPACING (3/12 SLOPE OR LESS) Table 23 -IV -V-1 RAFTER 12" O.C. 16" O.C. 24" O.C. F E 2 X 6 16'- 5" 14'- 2" 111-711 1635 1,600,000 2 X 8 18' - 1" 141-1011 1510 2 X 10. 18' -0" 1385 2 X 12 1260 TABLE LIMITED TO 20' SPANS 4. Choose the type of bracing required according to either option 9 or option 2 below. mark on the drawing at the appropriate location 8d@6" I L,10;m_J ! A35 Q 48" OR 3 - 8d NAILS NOTE ROOFING ' 450 U I STRAP BRACKET\ "KNEE BRACE 9V' 0 LAG - - SCREWS OR BOLTS I 24 - IN D IVI D 4"INDIVID UAL PIERS SHALL OPTION ID PROJECT AT LEAST 8"AB0VE I FOR BEAM AND RAFT ERSPANS• OVERSFEET EXPOSED GROUND UNLESS POSTS ARE TREATED OR OF NATURAL RES ISTANC E TO MOISTURE I STAND-OFF POST BASE BEAMPOST 2X4 TWEE BRACE WJ 416d NAILS EACH END OPTION 2 FOR BEAM AND RAFTER SPANS UP TO 8 FEET 3 1 /2"CONCRETE SLAB r t ,�'1�/ FOOTINGS INTO AAJD AG BU -ITE COAIPIST BUILDING ��v�� ` r •12"hdT�1M1�.M UNDISTURBEDSOIL , APPROVED EO REVISED 10/21/02 bl CARPORT/COVERED PATIO DESIGN TOTAL LENGTF Z \ Q d U) DOUBLE RAFTER w REQUIRED FOR W � OPTION 1 BRACE 1 ,r—BRACING (TYP.) 64 ( tx3 ) LEDGER SIZE /r FOOTING SIZE BEAM SIZE aim I DECK OR PATIO COVER SHALL NOT BE ATTACHED TO MANUFACTURED HOME I LEDGER( �l• SIZE 1 RAFTER(Z'c''a ) : Ob SIZE & SPACING 1 z (RAF=TER SPAN) STANDOFF POST BASE `O 0 INSTFOOTINGS INTO AND AGA 0 UNDISTURBED SOIL CROSS SECTION O LEDGER LAG SCREW SIZE & SPACING RAFTER SPAN LAG SCREW SPACING <10' 1/2" 24" - "> 26'-6" 1/2" 2 ROWS @ 16" . • BUTTE coNxy BUILDING DI ( (p ) ( ) ( ) APPROV�C�AG SCREWS TO BE 3" INTO SOLID WOOD POST SPACING POST SPACING POST SPACING 2. ALL LEDGERS TO BE ONE SIZE LARGER THAN RAFTERS AND CONNECTED TO P L A N V I E W __ _ _ _ .- _ - FRAMING BY LAG SCREWS OR BOLTS FOR ATTACHED STRUCTURE COBTAIN APPROVAL FROM 3. NO ATTACHMENT THROUGH STUCCO STATE OF CALIFORNIA FOR Rev. 4/1699 STRUCTURE ATTACHED TO MANUFACTURED HOME �v.TFo : Department of Development Services ,',, B lding Division o ' /� 0 7 County Center Drive o O Oroville, CA 95965 o o (530) 538-7541 (530) 538-2140 FAX . cc, 0" GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23-11-B-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (LIB 2306.3)4) Minimum underfloor clearances from finish grade to wood joists is 18"; (U and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than T to earth unless it is foundation grade or pressure treated. (UBC 2320.13) Top of Deck Min. 4 x 4 post a- Max. @ 5'- 0" o.c. 4- Intermediate rails !Max. 36" Min. spacing shall prevent the I passage of a 4" diameter sphere. SIDE VIEW Min. 2x pressure treated ledger Min. 2 – 3/8" x - 2W' lag bolts or screws. TYPICAL LEDGER If the deck/porch is 30" or greater above the finish grade a guardrail is required. Pier posts greater than 3 feet in height need to be diagonally braced between posts 4 - 16d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing UTop of 3/4" cleararfce a• Max. Joist to the edge of the wood ----- —j- member joist Min.'2 - 1/2" dia. thru bolts required. GUARDRAIL . An approved post cap connection 7EG d or connect girder ANG DI ION,/2" ad post with plywd gussett PPR and 3 - 16d nails top & bottom SI 6" Min. �'-----------+ 12" x 12" Footing 8" Min. embedment TYPICAL PIER FOOTING It Department of Development Services Building Division 7 County Center Drive oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX• BUTTE COUNTY BUILDING DIVISION HANDRAIL DETAIL HANDOUT APPROVED - Nailing shall comply with Table 23 -II -B-1. Minimum underfloor clearances from finish grade to wood joists is .18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Stairs serving 3000 sq.ft.and greater, risers shall be 7" max and treads 11min. The dimension difference between the smallest and largest tread run or riser height within any flight of stairs can not exceed 3/8" (UBC 1003.3.3.3.3) Stair stringers shall be anchored to primary structure. Toenails subject to withdraw are not acceptable anchors (2320.13). 4' Max. 36" Min. Top of 4_ Marc Top of peck w Joist p�_p Anchor stair stringers to the primary structure with an approved joist hanger and screws, lags, M.B. Pier posts greater than 3 feet in height need to be diagonally braced between posts. 4 - 16d nails or an approved post base connection If using' precast piers, wet set precast pier into concrete footing. Intermediate rails 4' Max- spacing shall preven the passage of a 4" diameter sphere. 4' Max. 3-12 1.114' 3-112 May to Mac 1 -12 - Min. 2-12 L +-t2• 3-+2 - Mar +-va to 2-12 HANDRAILS 1 -12' Min. Handrail height 34"-38" r --n Not Acceptable 4 x 4 post min. 9 "Min Min. clear width -� Girder at stairs shall 6'Max be 36" post Min. 2 - 1/2" ru An approved post cap connection or dia. connect girder & post with 1/2' plywd bolts required gussett & 3 - 16d nails top & bottom 3 - 2x 12 ® Min. 2x pressure 6" Min. Stringers treated sill plate i 1 -------- 12 X 12 footing B" Min. embedment Attach stringer to sill plate with angle clip .. ..,...•� i err ..t California Department of Forestry and .Fire-Trotection Butte County Fire Department Fire Safe Requirements Permit# 06 - 0'9"' L - Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [Xj (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [XJ The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) 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] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Tumarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the -17' shall be a minimum of 60 feet in length . 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 C F Is E Q U I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate, signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] "(c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space (a) 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. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 Same -Practical Effect for Buildings less then 30 feet from property line: (] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property fine with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. � I rot Date Revised 02/28/06 Darren Read Fire Protection Planning SITE PLAN REVIEW APPLICATION APR16 6 2096 Date: -%'27'O DEV,,_ �N'aEl3 SERVICES Permit Number (if applicable) A'pLjcANT INF®RMATI®N E's Address: Telephone No.: Site Address: Proposed Use: REHS AP# O SL` :3 %o- GQ c Bin Number Parcel Size: L �gl-C9q a Residential P 1jNew Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential. ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition .Other 9Septi ther -Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form Zone: SGP: DEVELOPMENT SERVICES INFORMATION (For Staff Ise) Appro d ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved ' By Date i 2006 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑Williamson Act Minimum Acreage: F-1Residence can be built per contract F] Watershed Protection Overlay Zone SRA - (CBF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • - Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit Side Minor Variance Zoning: - General Plats: Applicable Building Setbacks: Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front v r Side r Side Street , Rear /0, Height Waterway N/A N/A N/A Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Parcel Created By: ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: F] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision ME/Parcel Man: Map Date of Recording: / % Lot: Book. U Page: 3 2006 SITE PLAN REVIEW APPLICATION Date: 01 AP# Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: ''QQ rrII "" �� Owners Address: 7 W b� K- 2 DC�.k_ 'c� ' S S3 Telephone No.: g �� Site Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home ' Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial L ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel .4 ❑ Well ❑ Agricultural Buffer Form Zone: 7 MS S GP: 7� , DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date xe ALL ITEMS .CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset_Area , Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: General Plan: Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: k 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front (� Side to �� I Side Street Rear �� -�� v / Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: k 2 N Parcel Created By: ❑ Deeds: i Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access '❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line. Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements [] Subdivision Map/Parcel Map: Map Date of Recording: I Lot: Book: Page: - "-` ROYAL DRIFT ESTATES PORTION OF SECTION 27 T_ 24 N, R. 3E 22 56-37 = 13 1 6.500 AC. o 0 1105.96 1 n ROYAL DRIFT ESTATES 85 M.O.R 18,19820 11-17-81 Assessor's Mop No. 56-37 ` County of Butte, Calif. _� - 0 0 0 5.394 AC. 5.004 AC. 5.003 AC. 5.004 AC. 5.000 AC. 1 S A 5 _n 7 b b p A 'O N m wl ^ �� N A at �p io �0 I"= zoo' 394. 17 ROYAL _DRIFT -- —WAY 5a0 � 31953 pQ Q --- ------ 'NON• 1 38 JO 60 EXCLU5IVE 50 0 3 s. EASEMENT 5.473 AC. v s 5.012 AC. p 5.007 AC. 5.002 AC. 5.001 AC. b 0 - e Q 9 10 'O 11 'D 12 _ 13 1 6.500 AC. o 0 1105.96 1 n ROYAL DRIFT ESTATES 85 M.O.R 18,19820 11-17-81 Assessor's Mop No. 56-37 ` County of Butte, Calif. _� - Robin� G Ke ansa' 00, Daniol .Kennedy � � • .ACKNOWLEOWNIE!T !C6)fY4tAT:O,J) V{o to Kann fay C CSl2'I!F':CA*f srayEof caL nfA 159. LYUN:Y f SupvETCR'S CERTIFICATEOWNER'S Pudsn+ +I Poo QXbiCL ILPw A •�Ai. L"aaLfi4lTy O"...FIR.�'!`.�`19�.. )...._.... i96q,,, klno'>Fv,fM wo:w>6pvF, the (br pa.OIlan Mot edaanf•d to. Ca/NfltoH person, Anal. ro me to N K�npd N., Robin •a.•KenndL�c.V oa�N^one O'WL'Ro fQPT-Y ~aeS rnalV •Ip--."'��--... v., IC. 1 __._________., 1 44r1 T:_ �➢�Fpft fo»by uritry •'nes ; am affcro"d Lood ltu:•+XfPo 1Y.>.��G♦ Po>. xctd tle:c�?,:ofx of C.o::br.i:�•,nof+fna•avoa9d noa'ti 4"":._... ' site s.fm> ➢ .. ... ptg7fj,� yJ1R.d 9 •a`6k•iflrC 11,goEI rraY A l oo 7rvi ko vat. ,.drs - -S axb _a eO:.F S l,. q Int [i :i (•:.fJ 'l O c) 4 ! �y 14`-�-^�-•-����.1r•a�,y��,pp L7tl'Yy. Taw ��. ......�-.' ROYAL-ORIFT-ESTATES' BURDIVI$J,Qu„�-�....� � .»p/e>.nm _ rY!Jn4d .. . .�.- :' QI„ !n can 9:5.. PI inti :?/,!ei�: itfcordt of F.•ffo � Oc t AUA o C-RfF, CM(10n;d 1• � - � Y- . ... '.e0 Cerptlod6o rkW eFva4fed (A* celo 'n1v 1~. 4,4.0:0 Rp NM aY:rocih 0 Ior•reY aO:M arxa F.i :o.'poaxfNao :n JYkE , + � of and ,. Paof ,•IQ_,. O)AYJJ.Iary 6A..Lb/PpJ10Y._�_.___ d1` TIi>IN un66, L'•ed o 7}fsl /OCC/ded �, lS9i. en MI Forrgn Ip1 YFwxlsd Ih, i.IM(!<ac hem 0o DshOH of 11tl Caparalion f9d 1"t fire -Y•y t, to !col J•_, a trove M6 ,),mac•fn a aca-p lho/-ih• ;... ef. 91:pWn 1DNea1 eti11 Pad CIo N 1n6 at0r pt (Or eb oco•p) 1(v pJ.4nign> SP.4 2A%,L., _ of MO 1Nf1 <IOl A..o,d, of 8.11f Co x. ty. CY;tNx;4 q; ho>No .load, old oadoaWMdbpd ro o0 R6t svrd COlporoloh errvJfP fM lan;A :.d:.` W od 01', wffiC:•4r 10 aeooM tiro to.r,9 ro be fft>1,69. Pn. ; (OAd T_. 1 , do Rby c-Ify Prot (:i(w1)a1'i • •N � W1TNtgz o,.,y *a- pod a11:.ir:! NJ;. t),. only peroonav,.a:1 l.) wh... !f RPY P>P/) 10 Pa.. Claar>;>ft ,'o 1`.)d l•nd ono Wt.., GOntrnf IO fb 9:.1.•Oldtiov Ono •0: a/dufrOn oI wtld acp 0l .he1`'n :ilniA ':1 i^.: �q�•n<''"`+""' ••'` •' „<•f not /;✓+�rYC: ��P,r:: •• �•`..?a•�\ roe n•orty befoer I:ne.. •':•;• ' We CII.r rC/ df C: calloa, and •L }trot:! do q:nofa, •o: ,a.+r:c uxo. far .apa:;ii: p.r0eae>, /l intr n1 TOY ORd eonOmenf> fJr 'w O1er Ilnd>,lln6., alar no" pip., o.d r•,. , •u{v .-t-•:.,.v; ;y„� ; • 4+:1 a<;;gin. < 1 \ Bort T. IfPlneo 9 6 4 i 2 ii ( i -. dtro Aoa, 0.. Liam and ,or >ndv/01card .b.. to, o,c:ri. m4 toi,P.+•nr aa„r4v f"Whor il> oer and on opoune:oesea oap..,ein;no Monro, -oo ,bxtr "Lip. .t. '+.;,:,,....;'Sin -went`.. oY>` ,i�:2 ... !. "' '•^ ••+•� ... "jx ao ? dome +-+-•-•••• `^ aMi ff vi ENGINEER'S of tcnd >Lfwn ox..;d -r = d4cip>cted ;"Jt::o Wnlri so Eaao.o.•r •- f. L'F '; tyA)4 vrw lw coat: a�; ^�,•.w.•„ CERTIFICATE' ` Cars. fair 0;1Jf ;-a M/ ll 4h: Oxa fhn0• 'Tina 0'f- )?e 1?e front ;nfe i•I Iasi dnd le. rin>♦ tMwn x 014 -v old NO>ipn :?F ,�.. ' i, i�s f 1`iµ '~ CIORaoul"(" CptlptY ROQIM6> pI 0. p!1d to/pact ;_ina" said Wric. of idol to to A.Pf trot 01.0 oPon fro. bvnd;.p1`, �5:. ;e. ' f?' ♦v A: "4 SA; � .C.OYRIL_p� &N,llp d. bo"bY avifi!Y fl -1 I no.e osauvwr! Tho1 portleo of 6ARLAMO ROAD f NDER03A WAY and ROYAL DRIFT WAY •'�'"'" '•' ' Snr aFn•4od l:roi cap of,-,ftOY�L...ORIFT.,I:ATATiS.._)iU9OMMMA- oe Ifs- x,lh;n Iho D•-1 an.nw :.P» ao fa:d man s hot.0 ......a i ... ACKNOWLEDGMENT ; C0R(mR4r;DN) YDof 0 :o gat»nw:oliY (Do ,da• as oapmrdn on IDc teAWW map M ! eF i ueYicvl:rn to toe •)mple. STATE OF' CA I F'ORN!A I am, -4;P-00 Fft-ffon. /nacos P)tdf a;) poolfkao of ON 51d;Y:aioo Map A41 Robin� G Ke ansa' 00, Daniol .Kennedy � � • OroY 111 TmG camp", VI.. Ail,- Ro IIa.VIu per• den STATE OF CALIFOPNIA )S3 AC!(NOWL.EOGEMENT CJv1,17Y OF A)l.Zi`................. r (fNDWOVAL) Al :%-108!.:2 Z4 /9[,/ , hot-- .., toe v19,r>paad, O Nafa,Y Pub)k it, ..a ro/ cord 4tot>, 4, opprarM _Rohn G Kenndy, Viola Kenn•dv and _ Doniol gKenNdy�_pnxno._..................__.__.._ ��, Annan fo eM Io "d er N:e ptan(f), wfilee -.0111 I. Lon) >aboo Abed to nerfon and as>no.;.dped to ev root Ips=....._.. .1`mc rd Ao toms. W,TNESS n,Y Mod and oM;cWt .sof. <:+}:>i�+'J� a:•ry io•:o:r ? No.i (➢rlolod) '>' ..1`•a...: a...A:1`:2; :Tni9 J•40 Rf aenl ) SATE Of CAL.WORWA )$I ACKfMLE'0u^E'il!ENI- INC:YfDUAL, O>..............._�.._. > Derors me, too -4-4700, o KoterY Public lnood for Raid 3tv1•, p4raovitty OApwfed........ _...... ___ known ro ma ro pa 1M "-I )) rico -to) Pas) -141,.4 . h-- am acAnowledprd to , !ROI Neevlea fn. WITNEs: ma hood cod e!fic:P; Nal. Si nofnra !Tors ore. for Nfl ; -_ -_----Name (prl."e '-- COUNTIT OF )SS On .,( '{ ••�• .. , tOR,[,, bob. m6, ?A.unOtraepnf5 of rM Stora of C.kfalow I" oR) ,GPaI ord'Maeet a r.PMe 61 toe t•P* 7r 6j"171.11-11*" map r.l e! said /-11*DON W pfi: ►d aad 1 6. sa!iNfed tDxf Mo .dp 10 te.holawi, cwY<M. V{o to Kann fay I Mid Valley Title andEscrowCompany Pudsn+ +I Poo QXbiCL ILPw A •�Ai. L"aaLfi4lTy 1`1 _..... OroY 111 TmG camp", VI.. Ail,- Ro IIa.VIu per• den STATE OF CALIFOPNIA )S3 AC!(NOWL.EOGEMENT CJv1,17Y OF A)l.Zi`................. r (fNDWOVAL) Al :%-108!.:2 Z4 /9[,/ , hot-- .., toe v19,r>paad, O Nafa,Y Pub)k it, ..a ro/ cord 4tot>, 4, opprarM _Rohn G Kenndy, Viola Kenn•dv and _ Doniol gKenNdy�_pnxno._..................__.__.._ ��, Annan fo eM Io "d er N:e ptan(f), wfilee -.0111 I. Lon) >aboo Abed to nerfon and as>no.;.dped to ev root Ips=....._.. .1`mc rd Ao toms. W,TNESS n,Y Mod and oM;cWt .sof. <:+}:>i�+'J� a:•ry io•:o:r ? No.i (➢rlolod) '>' ..1`•a...: a...A:1`:2; :Tni9 J•40 Rf aenl ) SATE Of CAL.WORWA )$I ACKfMLE'0u^E'il!ENI- INC:YfDUAL, O>..............._�.._. > Derors me, too -4-4700, o KoterY Public lnood for Raid 3tv1•, p4raovitty OApwfed........ _...... ___ known ro ma ro pa 1M "-I )) rico -to) Pas) -141,.4 . h-- am acAnowledprd to , !ROI Neevlea fn. WITNEs: ma hood cod e!fic:P; Nal. Si nofnra !Tors ore. for Nfl ; -_ -_----Name (prl."e '-- COUNTIT OF )SS On .,( '{ ••�• .. , tOR,[,, bob. m6, ?A.unOtraepnf5 of rM Stora of C.kfalow I" oR) ,GPaI ord'Maeet a r.PMe 61 toe t•P* 7r 6j"171.11-11*" map r.l e! said /-11*DON W pfi: ►d aad 1 6. sa!iNfed tDxf Mo .dp 10 te.holawi, cwY<M. a NefarY Nv;c i. rod for tate 21`010, Pt,"00.111, aW.'- I Pudsn+ +I Poo QXbiCL ILPw A •�Ai. L"aaLfi4lTy 1`1 _..... the (br pa.OIlan Mot edaanf•d to. Ca/NfltoH person, Anal. ro me to N Cannty Eltp)peer Coapts of Baha tA` pereoc ft o>.tofe4 the Cerf;fiocto Mran, o1` b.Aolfof ft Cor) -off-, RECORDER'S CERTIFICATE Mein oamdd, old aaendWlo9ed to c. Pool fto Cv,-,atio, p o fed Plot :Foal WITNESS no• hood and official NM. AvcpNW in Port Mice of fp< RRN,e Coaof>�,1 ;We .1C/o�;:farnla of fA1 tips H 'per � � M R <qr ...iw.,::,r..w,✓..w.n nr n.. e.. Q,?io:i"+.� 0'S%'^1•+: J ^•5,'CF•iJ.7 X: }Sj',':7:< p ieR w'9S _� elon44a L • .._... Post /p�. __ o'Nxk �_Pbl, !n to Boal ���."�• • r: mz•>,a•w.v ...-a• i .vA 4N1o1 Mo. i7.t:��OD. 44arrid Ajar+ltn This arse far efAt 1 )(om. ( Prlolsd) AU0ITOR•S ceRTIFIGAn 1, Jam•. L. JOhop RYA , A411., O' IM Co..,. Of N California, do ns»N o M#Y ma, )M.a ao Pa. t.in>p9P�Ter,.,Abr�j,,,0.R1.P.T...RS?!.LJEA..Gv.6AJY1BlDJ1.._._.__._ v 1`.r Tor tn. v oppoid Stoll, CeNtf, ofanicipoi or Loco) to.0y o. Apacfol o1`. I.seNnlo collected /K to.N, auto! Ia•ta or P-jw P.ussmeoss po> rra Paycbw Taasa ur apN4emsnt• rrA;uh u/e o Ill.. bol not Yef Potable, t eaHan!• 1. be 1. 1" owwu.r of �..�,,...,,... �A.d1t P, o! "NCoanfy o! Rusts CLERK'S CERTIFICATE 1 4o h -by erl:fy /nal on _ ,;,,pY�g _i•� ,r9R,( to. 11a1fa Coon! ReadNY of15<tolfY n➢Plared the w diyisrw Twp a) R t r Tho r.Color of swlefoCrory rew/911 ;n Me .moon# of -an- to io" tan. Wplah o,• o Io:P 0.1 dol )•1` pafable re. oob-.?.dytd. TM>F op.00. rights of WOY and raoomfroa I., carer );peer go-, fins; 0,0i"ope pip.. cod dif.NA ac. 14*. a" to, u11 Pt"lyd' W- Por tlref" o tlks* m •w•!m 'Piro coy cad aN opp-too-co. apo"ibminp Wmlo, "ON PMN orlpo of toad shown on >Oid laap cad OlolPoolod as "flrb l:o Utilif/ff Eae•awll-➢,UE.' dad oIff..d far 4f4/cottM Tor op•a;lb we caste ft-of.d. That Porfloo of aARLAND ROAD a.shown flee, In, 11 *11 border llnes m said mdp and uff.ro'1 tar ddiedii la lee' slmplo Toa Pca.Plrro. On Uetnell of Pill Popwnew lia for road P). POMDEROSA WAY and ROYAL ORIFT WAY not OocePW o) lot. tome. e .9� 9LYp r) .Mp I'.AY Po-� ..._._._._... _._. _..__... SUBDIVISION NQ U-L7L ,.,_ ROYAL DRIFT ESTATES SUBDIVISION Owners/Subdividers: Robin G. Kennedy Doniel Kennedy Being o ovation o/ the N y2 (f Section. 27 - T. 24 1'v. w R. 3 F -WB r IM , Butte County. California JUNE, 1981 TN:EL E. LIPPINCOTT' GARY T. LIPP;*10OTT L.R 27an L.S. Pa34 ZZ-. - L /PP/NCOTT WRVEY/NC / 1007 MLLE RW PA. BOX 671 PAPAUSP, CA 9:503 Pb, we/6)7-4a(m %4 4 v Q z 4 �o 4 1—d-gH4 3�S pV R 2 aK J �i��6 �m eA JJJ ay�.rlJ.riaJ�I jJjjjjjJ-I`jelJ 1JdJJ�J.IJ 0�� d J R R u �3Sfl! ��e� mo- �3a 1 0 tN o- A r e e r a ed d n r 0 1 ddRrrdgd tlad Kd_d}dtltlSyd pN Ka�dtte(`���Sp•pdd NHp .. .. .. ���e�r�p 0 i°'tlR�� H � � •� R' ���. �� p � NN"Um �� �R N C g a v CCll at'p�f a >rrRa1��s����c�� �Nr �rre�iA eeurrr Aer r rerOea01 rrggJ4 '�� �a'n<ae�naaasaaaavaaaa�naaaaaaaaa�naaa�naaaaaaaaa lye NV4 e` K 994•,9d (dc7.43' 1=01-717 P3LM MPV - iV1a0 OLa FL'ti•Tj 57o'SZ'Z8°C EW C.Cp R•LG ///Zg '45.7/' 6.44 _ r H .� ..�..� 'OG'C2J',E Z9. ro' •/` mow' 'S• /' . _ .� ... --.. •.r- .. -� - ,,,�...,,. ao qq A Lei Ga \ 9 E3 ; ? ` O 9 'Ba' r a° /%¢ N8YG6'o7•E T 1 � y{ GTO.16 � \ DE+Z a9./O' Z � / KCn_ I ♦ _� i z 941/ •7Da-_a..� y�!�'n' W / �) •tl&.LL7•C.[7Cl 8,.�w4a 844.7 [-N-N Yc{ C°R ' M ? N 559.96 N N65' S5' 99"w 0 ' Zv LOT /7 COAG � G-NEN/.L02 mIr mnT LOGAT/ON MAP //°lv5ao O POKitSGCcK,47D KKH MqV ♦ FO Gcw.IK 4�-/OrVN p2 �a/Sa=PDLL//J6G� 777& /9a 7F- o w'arr�7 LJ/✓E 1-t= 7NH ^.JV K96 Cr- 5@GT/ON 7C7- N4711+4•'Gd & , <>s Pao. PJ+. N�7'a'19. �oYAL DTT ESTATE 5 SuBDiu�slo� 9E/N6 A PG12'T'/M GF 77 -IL "'Az Q'a 4-sG•Ttonj L7, TZ¢N� R3E, r9.Rq a/" i. PnZ-1-7'' , aXrTO CGt/NTY 1-+4. ./PBV's, 19gI ' TMCLt. 0. V7�T ""'r. "' L98� 210 LIPPINCOTT SURVEY/NG K177&ALA o © BPl671 / ,1-n. 17961 PA. 9/4�877.4� .1`B/ •O1Y+- 5H2ET 3 Cis 495s•/GF1r O \ N• v.iy �L fie• , � �1 Ile iz /221+.7ld .l V �' � ` ��i4' •," Z � ` O �-O'i%4/�j5° Q-6� Le, ld.9/' ol�g-- -XXY' Ca.�z4' a L TYJTAc.Q�: 4-lFi9Q�4-7i'dIL+/99.99/ �iH'94'44PWII.G$' Facr4 Vv co¢. q N !�7AIL 3 00 CW%fvCQ2 864.21 .'384'2/ Fj�VqGtr-106..0E /wV Lq4 bOty co/N fi-AGE-fc Gt-o+M -� N�•`�'9y4 570. ab S /i7.9 s'Zs//E, 4.80' Facl,4 G712� 27 •_ W �I / GTK'-,ML-Z7 /V B3' /Z2a,71+ I �I ^/B3'S2/W,W /4.47.54+ ti • / (8as.•xy?� '44a. ba) /4'4b. CCJ) mIr mnT LOGAT/ON MAP //°lv5ao O POKitSGCcK,47D KKH MqV ♦ FO Gcw.IK 4�-/OrVN p2 �a/Sa=PDLL//J6G� 777& /9a 7F- o w'arr�7 LJ/✓E 1-t= 7NH ^.JV K96 Cr- 5@GT/ON 7C7- N4711+4•'Gd & , <>s Pao. PJ+. N�7'a'19. �oYAL DTT ESTATE 5 SuBDiu�slo� 9E/N6 A PG12'T'/M GF 77 -IL "'Az Q'a 4-sG•Ttonj L7, TZ¢N� R3E, r9.Rq a/" i. PnZ-1-7'' , aXrTO CGt/NTY 1-+4. ./PBV's, 19gI ' TMCLt. 0. V7�T ""'r. "' L98� 210 LIPPINCOTT SURVEY/NG K177&ALA o © BPl671 / ,1-n. 17961 PA. 9/4�877.4� .1`B/ •O1Y+- 5H2ET 3 Cis 495s•/GF1r 056-370-004 06-0§41 E :NELSON; JOHN.,, , # it, -YF AREA N O TIE S i �� ROYAL DRIFT WAY, FOREST t C.. RANCH ` I Cont: EXECUTIVE HOME DECK -COV RESIDENTIAL APN: Permit No. Owner. Site Address: Contractor. Type of Permit SPECIAL CONDITIONS CHECKED BY SRA er. Q FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID 0 ENV HLTH CLEARANCE DATE JOB FINALE n SIGNATURE: t SPECIAL CONDITIONS CHECKED BY SRA er. Q FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID 0 ENV HLTH CLEARANCE DATE JOB FINALE n SIGNATURE: OK Not OK RESIDENTIAL (Single & Dupfex} DATE JUNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Opth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Opth. 4 Ftg Porches/Decks; SoilsSteel Ftg Opth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 64 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz AnchrsSzTest i -t Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultri 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rffr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtri Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 lnsultn-Walls-Ceilings 39 Infiltration-Walls-Wndws s o'er m o'er o` DATE ELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled . 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz 9a ❑CU or0AL AC Wire Sz ga ❑ CU or ❑ AL 48 Range Circ ga Q CU or ❑ AL 'Oven Circ ga ❑ CU or ❑ AL Insulated Neutral Yes ONO 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector DATE IPLUMBING 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub. Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping o'� o DATE IMECHANICAL 6f AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic oma• DATE FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub Acc-Spa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking CImc, 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loon 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Dmge Planters QYes ONO 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Wits abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler = OK MANUFACTURED HOMES Nil ELLANEOUS DATE Lj PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -CI rncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -00 to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S'C V E R S`C A R P O RTS 'G A R A G ES etbacks-Easements gs; S pthSpa - g CnnctrsStee! 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GF1 5 Elec Pool Lting; 15 volts -GFT 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5-Crcltng Egp-Htr 8 Elec Gmdng; Eqp wl5' Crcitng Eqp-Pool lghtg Bokes-EncisrsTrilboards-1nsuHn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide lie Pool Drawing 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. BP060841 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/16/2006 APN: 056-370-004-000 the Business and Professions Code, and my license is in full force and effect. License Class: (T`� License Number: (� Site Address: 5677 ROYAL DRIFT WAY FRN Date: 5 Contractor: CX4-WLA i 1r2 61 'f Map Index: 120 COV DECK Description:( ) 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 Owner: NELSON PAMELA K AND JOHN W 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 7960 W BUTTE RD 7000) of Division 3 of the Business and Professions Code) or that he or LIVE OAK, CA she is exempt therefrom and the basis for the alleged exemption. Any 95953 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).): 530-870-1802 ❑ 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 Applicant: EXECUTIVE HOMES 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 3042 ESPLANADE year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale.). (530)891-6992 ❑ 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 Contractor: EXECUTIVE HOMES pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 3042 ESPLANADE CHICO, CA 95973 Date: Owner: (530)891-6992 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 640583 ❑ 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. I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: aj�2,1 4 P C Policy#: `�` �.A�0 ,,�>D o Total Square Ft: 120 S.F. A I certify that in the performance of the work for which this permit is Valuation: $1,920.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with tho el!r`provisions. V Date: Applicant: WARNING: . Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. LIq.n (� C), CONSTRUCTION LENDING AGENCY This permit is hereby is ued 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 d o 'ndicate above for which fees have been paid. '/ I <' By: Date: , Name: PERMIT EXPIRES ON: G Address: (Date) ❑ . 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 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: PfflSignature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner l Agent for Contractor B. C. Building Permit 01-16-04 pg 1 ca RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2006-00345919 Recorded I REC FEE 10.00 Official Records I County of 1 CONFORKED COPY i, Ido Butte I CANDACE L GRUBBS I County Clerk-Recorderl I I KL 03:2m 06 -Jul -2006 1 Page 1 of 2 1111 111111111111111 1111 11111111111 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. PAMELA K. JOHN W. NELSON REAL PROPERTY OWNERILESSOR 7960 W. BUTTE RD. MAILING ADDRESS -" LIVE OAK SUTTER CA 95953 CITY COUNTY STATE ZIP 5677 ROYAL DRIFT WY. INSTALLATION MAILING ADDRESS, IF DIFFERENT FOREST RANCH BUTTE CA 95942 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY JLC 7 COUNTY CENTER DRIVE r MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 06-0840 530 538-7541 L IT NO. TF,I,E,PHO� BE 1, rU, VG GENCY OFFICIAL DATE Zz_;ZHQMES DEALER NAME (if not a dealer sale, write "NONE") 92081 DEALER LICENSE NO. FLEETWOOD HOMES CA. 2004 4604B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAEL417A/B27808-WA13 60'4" X 268" PFS0868300/1 SERIAL NUMBER(S) - LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 056-370-004 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. ORDER NO. BU -168173 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I' LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN.BOOK 85 OF MAPS, AT PAGE S) 18, 19 AND 20. EXCEPTING THEREFROM ALL MINERAL, OIL, ^v AND OER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 150 FEET WITHTT E PROVISION THAT ANY AND ALL MINING OPERATIONS, SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL II: AN EASEMENT FOR WATERLINE PURPOSES OVER A STRIP OF LAND 10.00 FEET IN WIDTH, LYING 5.00 FEET ON -EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE WELL SITE LYING WITHIN LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 18, 19 AND 20; THENCE SOUTH 84 DEG_ 03' WEST FOR 5.00 FEET; THENCE NORTH 84 DEG. 03' EAST T0, THE EASTERLY BOUNDARY LINE OF SAID IAT 11; THENCE FOLLOWING ALONG'SAID EASTERLY BOUNDARY LIN-: NORTH 5 DEG. 57' 00" WEST TO A POINT LOCATED 5.00 FEET SOUTHERLY OF THE SOUTHERLY BOUNDARY LINE OF THE CUL-DE-SAC OF ROYAL DRIFT WAY, AS SHOWN ON SAID SUBDIVISION MAP; THENCE FOLLOWING EASTERLY ALONG THE ARC OF A 55.00 FOOT CONCENTRIC CURVE, THE RADIUS POINT OF WHIC:i IS Tuw RADIUS FOINT OF ' SAID CUL--DE-SAC, TO A POINT LOCATED IN THE EASTERLY BOUNDARY LINE OF LOT 7, AS SHOWN ON SAID SUBDIVISION MAP. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT LOT LINES. PARCEL III: A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD -AND PUBLIC UTILITY PURPOSES OVER ROYAL DRIFT WAY, AS SHOWN -•ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION,,, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 18; 19 AND 20_. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 6 -Jul -2006 2006-0034599 Has not been compared vith original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. PAMELA K. JOHN W. NELSON REAL PROPERTY OWNERILESSOR 7960 W. BUTTE RD. MAILING ADDRESS LIVE OAK SUTTER CA 95953 CITY COUNTY STATE ZIP 5677 ROYAL DRIFT WY. INSTALLATION MAILING ADDRESS, IF DIFFERENT FOREST RANCH BUTTE CA 95942 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERT FICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 06-0840 530 538-7541 N0. TFj. , oG SIGNA 01 LOCAL AGENCY OFFICIAL DATE EXECIAIVE HOMES DEALER NAME (if not a dealer sale, write "NONE") 92081 DEALER LICENSE N0. FLEETWOOD HOMES CA. 2004 4604B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMF/NUMBER CAFL417A/B27808-WA13 60'4" x 26'8" PFS0868300/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) MAL PROPER�LEG�DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 056-370-004 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY -.ICD PINK - Applicant GOLDENROD- Building Dept. ORDER NO. BU -168173 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 7, AS SHOWN -ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17; 1981, IN -BOOK -85 OF MAPS, AT PAGE(S) 181 19 AND 20. EXCEPTING THEREFROM ALL MINERAL, OIL, GAS LTUM AND -OR HYDROCARBON SUBSTANCES BELOW A DEPTH OF 150 FEET WITH THE PROVISION THAT ANY AND ALL MINING OPERATIONS- SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL II: AN EASEMENT FOR WATERLINE PURPOSES OVER A STRIP OF LAND 10.00 FEET IN WIDTH, LYING 5.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE WELL SITE LYING WITHIN LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 171 1981, IN BOOK 85 OF MAPS, AT PAGES) 18, 19 AND 20; THENCE SOUTH 84 DEG_ 03f WEST FOR 5.00 FEET; THENCE NORTH 84 DEG. 03' EAST TO THE EASTERLY BOUNDARY LINE OF SAID LOT 11; THENCE FOLLOWING ALONG SAID EASTERLY BOUNDARY LINE NORTH 5 DEG. 57' 00" WEST TO A POINT LOCATED 5.00 FEET SOUTHERLY OF THE SOUTHERLY BOUNDARY LINE OF THE, CUL—DE—SAC OF ROYAL DRIFT WAY, AS SHOWN ON SAID SUBDIVISION MAP; THENCE FOLLOWING EASTERLY ALONG THE ARC OF A'55.00 FOOT CONCENTRIC CURVE, THE RADIUS POI!dT OF WHICH IS THE RADIUS POINT OF SAID CUL--DE—SAC, TO A POINT LOCATED IN THE EASTERLY BOUNDARY LINE OF LOT 7, AS SHOWN ON SAID SUBDIVISION MAP. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT LOT LINES. PARCEL III; A 60 FOOT NON—EXCLUSIVE EASEMENT FOR ROAD -AND PUBLIC UTILITY PURPOSES OVER ROYAL DRIFT WAY, AS SHOWN- ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISIONio, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 18, 19 AND 20. y A. 4 FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMITS NUMBER: 06-0840 Address or location of unit: 5677 ROYAL DRIFT WAY, FOREST RANCH Legal Description of Real Property: 056-370-004 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: PAMELA K. AND JOHN W. NELSON Owner's address: 7960 W. BUTTE RD., LIVE OAK CA 95953 INSIGNIA OR HUD NUMBER: PFS0868300/1 SERIAL NUMBER OR V.I.N.: CAFL417AIB27808-WA13 MANUFACTURER'S NAME: FLEETWOOD HOMES CA. YEAR: 2004 OFFICIAL APPROVING INSTALLATION: DATE: Ol PHONE: (530) 538-7541 H.C.D. 513C FROM EXECUTIVE HOME$ Ne�t.,ti ,9}oN os -6 -_2'a _ oo y fe4Tr7?oA%i e - (MON} MAY 8 2006 14 :30/ST. 14 ' 29/No. 6$QQ?98765 P 2 tlUWN%3*. IKANbVUK1AIIUN AND HOUSING AGENCY ;PAR WENT OF MOUSING AND COMMUNITY DEVELOPMENT ^ n O DIVISION OF CODES D STANOAROS L 4 MNVUPACTURED HouslNo PROGRAM TURER`CE'RTIFI"TE:.O.F::ORIGO.N. . Fnnuenv e'r.e .e . HOME OR MULTI -UNIT MANUFACTUREO Hc�U�SING •Zzz - 11SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI UNIT MANUFACTURED HOUSING NUMBER OF 2 TRANSPORTABLE SECTIONS QMMERCIA-Cner�u. OCCUPANCY,GROUP MANUEACTURER.NAME MANUFACTURER LICENSE NUMBER: r ;xur. ooD.,:ac=s OF caLssoRItxA..1ac: • 9534 MARIC' 1S1I;/S • pa .BOZ 1308' - WOODLAND CA .95776 ESTEp RETAIL PRICE: S C 9m)e MANUFACTURER TRADE NAME: MODEL -NAME ANDAOR.NUMBER: DATE'OF.MANUF.ACTURE-: . WAMMD 4604H 2O0S , 09/02/2004 NAME OF DEALER O TRANSFE EE (OUIMER8MIP TRANSFERRED 7O): CALIF. OEALER NUMNlER.,OR 8BCIfR=TY DATE OF TRANSFER: lf<a"•9HOW�NOr�'PQ; . IUIC..• :.: DBAe.�CVTXV- Z? ZON= ' -. ' ' TRAN6FEREE:pES10NATiON: ' 92061`. • . . •09/03/2004 BEA:.. L•ER OR TRANSFEREEADORESS: 3042.88PLARADB • . ca3C0 CA 95973 Street C' smte ZI INVENTORY CREDITOR NAME: OS CDP I�R��•C8BT88 P O SOZ 94900 VALATIM IL 60094 30ee1 IState 2l SECTION Id MAN4AC7VRER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTHF,G INCHE9 INCHES 1 CaPL417A27806-WA13 PP8086830.0 �Diu�i 724 160 2 CAPL417827808-WA13 PPOO868301 2� �N 724 160 TRANSPORTER kAUE: N-.nlUCA TRANSPORT, INC. ({SEI T 1•QI1R' ZaMMIAL PAMWAY P •:. ° � : O . BOZ'..'S 6.9. � ..escoDNonaN ' QA 3 oa s3 p sem. Z OESTINATION FOR UNIT DESCRIBED ABOVE: NAME gp� (CRY) SIeN z. I aahly urjdw P«wT of Pa7V+T ~ wo wm of ufe Sloe d Crlknda m er enwe taw We OW Qwrw. 09/02/2004 WOODLAND YOLO CA E.saAeeae N IOna)� SIGNATURE OF AUTHOR Mi (IIy) ` lCashl ✓�—•. (3IMe) AGENT: `-• ORIGINAL (PINK) FORWARD T E INVENTORY CACOITOR. UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE), COPY I (VWIITE) FORWARD HE DEPARTMENT AT P.O. BOX tete. SACRAMENTO, CA =12•Ie26. WITHIN FIVE IS) DAYS OF RELEASE. COPY 21YELLOW1 DELIVER TO E TRANSPORTER TO ACCOMPANY THE UNIT TO RB DESTINATION. COPY 3 IGOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCO 463.0 • Shia I • (7197) I e, -056-370;004. T= r . 06-0840 N OT ES 7• NELSON, JOHNr ROYAL DRIFTFOREST RANCH ow (5COnt=EXECUTIVE HOMES s rM/H PERM FND (NEW) I ,. RESIDENTIAL" APN: Permit No. Owner. F Site Address: r Contractor. r.. Type of Permit: y • � .i r 1 � • -1pY n (�/ Address tl` Uq,lj I✓rlP� GAS 2,` � -b Meter By Date IJV V ELECT Z�%� Meteerr Byy �p Date (/T' 1 SPECIAL CONDITIONS BY ' �� D CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS 0 SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ❑ ENV HLTH CLEARAHCE F-1 — c5U _; ���►�7 c�-�c.. ��4z-7$OF-WitL3 c�-Fey,*7GZ7Ff0Y^w�3 DATE JOB FINALED: SIGNATURE: OK Not OK _ RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning-Setbacks-Easements-Flood-Stope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3.Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth• 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler- Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test t-1 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums &Ducts; Clrnc MaterialSupport Insultn 61 AC Ducts Insulin & Support 14 GirdersSills-Anchr Bolts J oists-Vnts-C ripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn _ 63 Condensate Drain & Ovrtlw, Sz & Grade 16,Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent IIS Outlet 65 Attic Acc & Pltfrm if Furnace in attic 0 DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShing 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrrn-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 lnsu ltn-W a lls-Ceilings 39 Infiltration-Walls-Wndws DATE JELECTRICAL 40 Fxtr & Tmsfrmr CImcans Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz ga ❑ CU or DAL AC Wire Sz , ❑ CU or ❑ AL 48 Range Circ ga ❑CU or AL 'Oven Circ 9a ❑CU or ❑AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp CImcs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-DImc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting - 70 GFl & Bath Fxtrs & Tub Acc-Spa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Sis & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking CImc. 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure .79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loon .82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Dmge Planters ❑Yes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs _90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec -96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler = OK o = Not OK MANUFACTURED HOMES I DATE RMANENT FOUNDATION " SOFT -SET on fig -Setbacks -Easements r-wl"l S owl Q r�So. Special MH Support Sketch Q�r�Mtdc�� ac Sewer; Loctn-Test /O -Concrete UA o - -Easement Needed -Regula octn-DIrncs-Grnd�O Amp -Concrete �ard Ga .;-Loctn-Test-Wrap . N:t01or LPO Inch Sz ELngth kng• Saung-ME4Ree , HTest-Demand-Valve Cnnctr c MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Conn ed -C/O q G- d / 12 Gas and Elec ityTa d (Pr l 13 Tie Downs Q Foundation its 15 Cert of Occupancy UD Label/Insignia Numbers Serial Numbers MISCELLANEOUS DECKS'C0VERS'CARP0RTS`GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs; Sails -Sz-DpihSpacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric e Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg B6xes-EnclsrsTnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enr-lsr-, Fencing -Alan -ns 13 Bonding, Diving board or Slide o'er 0 dr �a`. Drawing t s o MISCELLANEOUS DECKS'C0VERS'CARP0RTS`GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs; Sails -Sz-DpihSpacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric e Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg B6xes-EnclsrsTnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enr-lsr-, Fencing -Alan -ns 13 Bonding, Diving board or Slide o'er 0 dr �a`. Drawing FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection f (J'i 176 Nelson Avenue, Oroville, California 95965 • (530/) 538-7888 Property Owners Name: ► V v ` D ? Inspection Date: 1 �I Building Pemut # to 8 Property Location: C, 'City: one: b ;z�,i2'12'00. '. ANCE,.QFD SI$I'sEiSPiCCE�MEASURE3�r1��'.aY 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the t parcel or map'approval. Itis the property owner responsibility to annually provide defensible space measures around struct res m this property as required bylaw C 4291 PRC 4291 information will be provided at the counter when the permit is issued. rnnance, a 40' turning radius shall be used. (a) All new driveway construction or an extension of an existing driveway shall ', esti conply with Public Resources Code 4290 roadw uirements. is the drivewa new or was it extended? Yes No ❑ driveways shall provide a minimum ]0' traffic lane an� bs e LI ,VdAll vertical clearance of 15' atop its entire len D Driveway width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall :, provide a turnout near the midpoint of the driveway. Where thed�}�w�3r exceeds 800', turnouts shall be o ' more than 400' art. d � 7 Driveway len the (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. jQ Turnaround distance from b= ' Y373:02}3I0` WAYi9URFzi The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. Depth ofaggregate base: direction of trave d the opposite direction. The grade for all roads, streets, private lanes and driveways shall not exceed I S%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No drivewa s allowed in excess of 20%. Pementage of % ,. ._ _ �., (a) No roadway shall have a horizontal inside radius of curvature of less than 50' d additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. —Questionable horizontal curve radius: (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and —&ainage structures designed to hold or divert water, shall be not less than 100'. Questionable vertical curve length: .,_ s ,t'�-rho ;, : oE►uwAYx .� . '` Turnarounds are required on driveways as specified in this article. The minimum —W!M. radius for a turnaround shall be 40' from the center line of the road If a hammerhead -T is used, the top of the "T" shall be a minimum of 60' in length. Type ofroadway turnaround used7Measurew=W 73.06�ROAD •A; g- . OLITB Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper each end. ' Roadway turnout measurements and location: .. 4 .., 2731074KOiiD3v 'Y<_STRU `/, :, • , ,,. M (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the _jiain'mum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. ✓ Bride certified by aregistered Civil En ineell Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance —Mhitations, one-way mad or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to § ✓ the other and turnouts at both ends. Turnout measurements on each end No. Violation/Remarks Cleared / / / Distribution: White — Building department V Yellow - Fire Prevention Pink — Property Owner X11273 lg'C.ATEENT1tANCESii (a) Gate entrances shall be at least two feet wider on both ends then the width of _dvetraffic =Serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the madway and shall open to allow a vehicle to stop without obstructing —ftaffic on that road. Gate distance on driveway from road: (c) where a one-way road with a single traffic lane provides access to a gated rnnance, a 40' turning radius shall be used. Turning radius measurements ', esti ' 1274108'�ADDRFSSES..FOItBUII:DI�TGS���` .. •.. :. "'E` ' ��.. All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified Is address correct? Yes No ❑ :, X1274 09;''SIZL�U .:E ERS`"AiYA SYMBQI:S�ORtADDRESS' , S e of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. Letters, Numbers and Symbols correct? Ye No ❑ jQ "t1274:IOINS't'AII:1TiO1V-iLOGATIU ;gNDN(SIBniTYOE;ADDIiES�ES-.. (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions oftravel along the ad. In all cases, the address shall be pasted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which tbe ddress is located. Correct? Y No ❑ Address signs -along one-way roads shall be visible from both the intended direction of trave d the opposite direction. Correct? Yes iff No ❑ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that sit Correct? Yes ZI No ❑ Q41,76AL.Ak M­`dW*0WS U p IJ tEtDE SIBLESSI' G (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the ad. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. —W!M. SSAU& PRi1C'1'ICAVEFFECT,' ` ... .. . _ If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A mof - Correct? Yes' No ❑ • Fully enclosed eaves on entire structure - Correct? Yes No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No Cl • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes 2r No ❑ ✓ 1276 02D)tSPOSAIrOI! $L 411IABI E�'EECETATIUN ALVD?EUEIiS. ' Disposal, including chipping, burying; burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Completed? Yes ❑ No ❑ § ✓ OiHFIF?REQ'=xINSTA'IrAMOLV;OFAESIDENTIA t�F. If your property was part of a parcel split after July 1991, you are required to residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm if sprinklers are required. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared / / / Distribution: White — Building department V Yellow - Fire Prevention Pink — Property Owner Property Owners Name: Property Location: AL INTXN ` .�!?-y'a'�{h 'r 1'Y �i ✓A �•--,:. ..Cyy ,rte- . ♦ r ..� .P. _ f, j FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Inspection Date: -71 Buil ' Permit # J► k0kLj 4 1 Oy' , f. City: f 1 leC2(1nC iPhone: . [';1`1272.00 ANC$.OF.D SIBIE$PACE.ME URE3�17a`°...mss t To ensure continued in of properties in conformance with these 1„ standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans t' and/or shall be provided as a condition of the perrnitarcel or ma approval. It is the property owner responsibility to annually provide defensible space measures around strrc*"m an this property as required by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. entrance, a 40' turning radius shall be used. (a) All new driveway construction or an extension of an existing driveway shall _ ,• comply with Public Resources Code 4290 roadwa ' uirements. Is the driveway new or was it extended? Yes.(3 No ❑ (b) All driveways shall provide a minimum 10' traffic lane an� struue vertical clearance of 15' alon its entire length. Drivewaywidth: Vertical Clearance: (c) Driveways exceedin 150' in length, but less than 800' in length, shall provide a turnout near the midpoint of the driveway. Where thedUg exceeds 800', turnouts shall be-oy�rjp more than 400' art. j V .� Driveway length: (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. Turnaround distance from build' 1273:02�ROADWAYS1J1FACE.#.,4 The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance f with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and 4 turnarounds. ofmegateap base: WAY Gd2A�Eq `x ✓} rta}32 !MiMA •, ... -' �I± The grade for all roads, streets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4- of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. Percentage of <:� ..-:�1273.04�ROADWAY IIIS`.» .:'?`��:;z��.-: �� +.r •a '` (a) No roadway shall have a horizontal inside radius of curvature of less than 50' d additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. t✓ Questionable horizontal curve radius: (b) 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'. k vertical nave 12 05': R W UN11S:r yw Turnarounds are required on driveways as specified in this article. The minimum `i..c•`; radius for a turnaround shall be 40' from the center line of the road. If a hammerhead -T is use' d, the top of the '"r" shall be a minimum of 60' in length- IType ofroadwa tumar undused? Measurements?73.06'ROAI1q'A TURN9IIT3 a :a` t&1 `, ° _ 1 x �A1f Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper each end. Roadway turnout memiaemems and location: iI+ . 273.07+ OADWAYSTRII i»rr.aym da"2"31r (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the _jninimurn vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. Bride certified by aregistered Civil Engineer? Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance —Maitations, one-way mad or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to is the other and turnouts at both ends. Turnout measurements on each end: M Ta FIRM—MIM t: r No. Violation/Remarks Cleared Distribution: White — Budding department V Yellow — Fire Prevention Pink — Property Owner t (a) Gate entrances shall be at least two feet wider on both ends then the width of 1„ the -traffic lanes serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least t' 30' from the roadway and shall open to allow a vehicle to stop without obstructing -Uaflic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. T radius meastaemeots: _ ,• r1274M ADD ES FOR AW ING9 All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be nxluited to have a separate address; however, each dwelling unit within a building— shall be aratel identified Is address correct? Yesanqo ❑ ;4274.09 SIZE LFTTER&MMMM AND WMBOLS FOR ADDRESS' ; Size of letters, numbers and symbols for addresses shall be a minimum 3" letter .� height, 3/8" stroke, reflectorized, contrasting with the background color of the —Sign. Letters, Numbers and Svibols correct? Ye5'❑ No ❑ 1274.101NSTALLATION LOCATION W ITV OFADD ES (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road In all cases, the address shall be posted at the beginning of construction and f shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. Correct? Yest No ❑ Address signs along ono -way roads shall be visible from both the intended direction of trave and the opposite direction. Correct? Yes No ❑ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site Correct? Yes El No ❑ t✓ 412;76.415. CKFU STRUCTURED SIBLESP" ., (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same ctical effect. `i..c•`; ..SAME PRACTICAL EFFECT. RE UIREMENTS " . i :�.t x-,,.:'.' i. � 77 If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof - Correct? Yes No ❑ • Fully enclosed eaves on entire structure - Correct? Yes 1J<o ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes Wgo ❑ --1276.021) iOSAL OF FI AKWABLE VEGETATION AND FUELS x ;f ..Disposal, including chipping burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final ins coon of a building t Completed? Yes ❑ No ❑ is TbTMRREQUD3,EIIMTS— TAI,LATIUN.OFRESIDENTIAIUMET f, - If your property was part of a parcel split after July 1991, you are required to residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm ifs rinlders are required. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared Distribution: White — Budding department V Yellow — Fire Prevention Pink — Property Owner e yyl A �r FrfNiti.w.ow,;.*j m�sdj�lti• !. FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California=95965 • (530) 538-7888 Property Owners Name: �/ {% ) Inspec'ti'on Date. I / `� `� Building Permit 4 �: C., Property Location: �r �r�� !<U` it + t 4 City: i !�1411`(.'Phone: Re-Inspectlon 2T;A0_ . ANCZQ S $PACEtMEASii$E3. Inspector 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the t arcel or ma approval., It is the property owner responsibility to annually provide defensible space measures amund structures an this as law C 4291 PRC 4291 information will be provided at the counter when the permit is issued C _ �1273,10iDRIVlg . ' YS° '•�I�+x%rr;�s' .- s' _ _ , , (a) All new driveway construction or an extension of an existing driveway shall " -It comply with Public Resources Code 4290 roadway, requirements. Is the driveway new or was it extended? Yes'0 No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' long its,entire length. () > Driveway width: t 11 Vertical Clearance: IN (c) Driveways exceeding 150' in length, but less than 800' in length, shall f 4C provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be Provided po more than 400' apart. Driveway length: l I "' (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. aitfr.. Turnaround distance from b ' ' 1.1279.110024WAY SURFACE 5 The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. r of base: .1273 03' - _ wAYi(RADER . - - - Yy The grade for all roads, streets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. f (i-% tZ-t - 3Q4o nROADWAYU (a) No roadway shall have a horizontal inside radius of curvatutre of less than 50' r -and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. —t -Questionable horizontal curve radius: () The length of vertical curves in roadways, exclusive of gutters, ditches, and "nage structures designed to hold or divert water, shall be not less than 100'. Rabic vertical curve 1 -lip 1273:0$1•ROADWAYa_ iF Turnarounds are required on driveways as specified in this article. The minimum !1i!�+ -.turning radius for a turnaround shall be 40' from the center line of the road If a hammerhead -T is used, the top of the "T" shall be a minimum of 60' in length - length- Typeofroadwa turnaround used? Measurements? Type il.r 273063 0a, A :TURNGUTS*s_ . Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper -" on each end. Roadwa turnmeasurements and location: 127%0.74out 8 WAY V. . (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the ,,,minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. `,' Bride certified by aregistered Civil Engineer'.) Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance "'limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ _Jc). A bridge with only one traffic lane may be authorized by the local Jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. Turnout measurements on each end:- Re-Inspectlon Dates Inspector 1 ` !. Gate measurements on ends: 3 �1273.17EGATfu _. ,_ , (a) Gate entrances shall be at least two feet wider on both ends then the width of -the -traffic lane(s) serving the gate. ` !. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing -Traffic on that road. Gate distance on driveway from road: c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. T radius measureme¢m: " -It 01274 'ADDRESSES FORDIMInINGSE- All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be ' requited to have a separate address; however, each dwelling unit within a building shall be separately identified,„' Is address correct? Yes,Qf'No ❑ f 4C A 1274.09 SIZE -OF LETTERS `NMMBEItS Aii D-SYM BOLS FOR'ADDRE3S ; Size of letters, numbers and symbols for addresses shall be a minimum 3” letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. Letters, Numbers and Sy mbols correct? Yes'❑ No ❑ aitfr.. 11274.10IN3'fA1LATION`1:0CA11ON'ANp VISIBII ITY.UFADDRESSES (a) All buildings sball have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of traveltalong the mad In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. Correct? Yesd7' No ❑ r (b) Address signs along one-way roads shall be visible from both the intended direction of trave-Land the opposite direction. Correct? Yes No ❑ Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ ,(d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that sitCd Correct? Yes O No ❑ l +! X1276 O.1.S CJ FOR UCTURE D SIBLE SPACE (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road. .. ' (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. !1i!�+ �SAME.PRACTI('AL'EFFECTRE UD'tE1h1ENTS ' , If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof - Correct? Yes ❑ No 13• Full enclosed eaves on entire structure - Correct? Yes ❑� No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes No ❑ `,' Q1276.02D ,OF.Er:AALtiIABLTs�tEGETA AN' _ __ . __ _ Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final ins ction of a buil ' 't. Completed? Yes ❑ No ❑ GTHER REQiIIRF„i1EN'is=1NSTAI,1'ATION. OF RFSMENTIAL-* If your property was part of a parcel split after July 1991, you are required to -install residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm ifs rinklers are re Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared Distribution: White - Building department Yellow - Fire Prevention Pink - Property Owner / BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP060840 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 ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/16/2006 APN: 056-370-004-000 the Business and Professions Code, and my license is in full force and effect. License Class: —'�'`�—� License Number:Q�� ' Site Address: 5677 ROYAL DRIFT WAY FRN " X4- Onlivj Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NEW MH NEW SITE PERM FNDN (1599) 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 Owner: NELSON, PAMELA K AND JOHN W 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 7960 W BUTTE RD 7000) of Division 3 of the Business and Professions Code) or that he or LIVE OAK, CA 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 95953 applicant to a civil penalty of not more than five hundred dollars ($500).): 530-870-1802 Cl 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 Applicant: EXECUTIVE HOMES 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 3042 ESPLANADE year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of . sale.). (530)891-6992 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: EXECUTIVE HOMES pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 3042 ESPLANADE CHICO, CA 95973 Date: Owner: (530)891-6992 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: License #: 640583 ❑ 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. IR I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: g the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: ElaC2\14kr z 062 Wj2 Policy#: r )j,�;l 1061!C30 Total Square Ft: 1599 S.F. W I certify that in the performance of the work for which this permit is Valuation: $103,935.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those /nrtovisions. V Date: Applicant: WARNING: Failure to 'secure workers' compensation coverage isu S`1 unlawful, and shall subject an employer to criminal penalties and one I ` 1 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 pe7itJ31reWy 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.) Resoluf to ork Indic ted above for which fees have been paid. 7�1 Name: By: Date: S, 1 PERMIT EXPIRE N: G Address: Date 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. 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 purpo Print Name: < .f)o pzo Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 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. BP060840 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/16/2006 APN: 056-370-004-000 the Business and Professions Code, and my license is in full force and effect. License Class :_ License Number: Site Address: 5677 ROYAL DRIFT WAY FRN 5� Date: Contractor: y Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NEW MH NEW SITE PERM FNDN (1599) 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 Owner: NELSON, PAMELA K AND JOHN W 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 7960 W BUTTE RD 7000) of Division 3 of the Business and Professions Code) or that he or LIVE OAK, CA. she is exempt therefrom and the basis for the alleged exemption. Any 95953 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).): 530-870-1802 ❑ 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 Applicant: EXECUTIVE HOMES 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 3042 ESPLANADE year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale.). (530)891-6992 ❑ 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 Contractor: EXECUTIVE HOMES pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 3042 ESPLANADE CHICO, CA 95973 Date: Owner: (530)891-6992 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 640583 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: n R(LO \1.v, d (1 q E4 P Policy#: r ro", ) In61 (P30 '?. Total Square Ft: 1599 S.F. W 1 certify that in the performance of the work for which this permit is Valuation: $103,935.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thoTrjovisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is SS -1 unlawful, and shall subject an employer to criminal penalties and one ( hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permitlrtrec54 issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resoluf to ork Indic ted above for which fees have been paid. ' (n e S % Name: By: Date: / PERMIT EXPIRE N: v 0� Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that 1 have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represe�ntativveess of Butte to enter upon the above mentioned property for inspection purpo /County Print Name: �1<.0 (�/ .l" Signature: Date: i ❑ Owner ❑ Contractor ❑ Agent for Owner tyAgent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES J BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER CONTRACTOR Last Name L.SOr first Nam!&., JJ Address "i bo W. wsr� fl. City \_1%�� K State Stat Zip�s� S3 Phone q.) V _ 1$ Z Fax Fax $c��_ E-mail ARCHITECT/ENGINEER CONTRACTOR Name t�x���...Tty� i'�9j•.cS Address 3 0 `I '1- ESQ l�Ar A,�r� City CH c.� Stat ZiP�S�'13 Phone DC�\ _b c`Q�.L Fax $c��_ E-mailc. # J1 -a58 3 Clas ARCHITECT/ENGINEER Name Address City State c_,jA Zip Phone Fax E-mail State License Number APPLICANT NAME Name X e j om $ Address 3 0`12 es P t_,q City C -Iq •C'10 State c_,jA Zip gscy) 3 Phone 4*0, 0\ Fax v�� E \-•O 1 S{3 G & W ISA L. VNS APPLICANT SIGNATURE X For office use only: Zonin Flood Zone SRA s No Occ. Type Const. Subdivision Name MapL Book Page Lot # Planner Date Approved. VV CK rL)rc ,Ut$M1 I I AL KtUUMEMENTS K•\FORMS\BUILDING FO0M0113Id 5�\1 S PERMIT 4. dq BP BIN # LOCATION O5\0 - 3`10- oo►� roperty Address City ) �N Cross S reel 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. Other / Total LENDING AGENCY Name T? i. IA G )F; e- 1 1 �R TG -A Address 1 wi�.A CiT�' Descriptio of Work: Z b g X �J r 1 n F1 >n v. IF A L -T w e b N"'^{ t"% TES-rw•,6.; -v- n% a Sq. -F -dotage 15 ej — Structure Bullt without Permits El 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 j gApplSubRgmts.doc Page 1 of 2 REV 7-27-04 Received by: Amount: C9 i ` Bldg i ! SRA Receipt#:n I Sheriff SMIP Date SO Other / Total gApplSubRgmts.doc Page 1 of 2 REV 7-27-04 TO: FROM: r� �I on = Development Services C Environmental Health Plot Plan Atladied ✓ Floor PlanAttedled P Sent to BD/DS / 7p SUBJECT: Sanitation Clearance J d9 11A) =, I ]A- /1 -1 &,Az Owner Location AP# Plan Approved for: Sewage Disposal: ✓ Water Supply: Public Private Well -� Clearance for dwelling. Mer — Final clearance O.K. for: NOTE: EnvirdffFrfental [Te—alth Specialist Building Clearance 9/2005 Date . �\^I•• �'�,..: � _.-- ..-+i`-..'Y`�y�.`�- C Sir'-s..r, ., n-•..�L,-'r-.,,,.rA�':Yy�"`�.Yw,r•.� n�.�'+t���,�nN-++�:i''...^+v"whr--.,,,--.-.r"K�..�+i..fiY��rti� .�,,,. r.�"- .��•i,.,� 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: ASS SO PARCEL NUMBER SLS b V Proposed Building Use: tl `��Yy �° � 1 ��� e hnician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t pply. 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. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes:: Installation manual, including marriage line info,`- V) Floor Plan,Tie down or find 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. Hazardous Material Form y 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other _ Re fining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) OV 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico 0Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required.................................................:.................7.... 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit....................`..................................................... ❑ 21. Site plan and business license approval from the City of Biggs......... .............. 22. California Department of Forestry plan approval paid. Sent ).. ... 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Che k :............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ 0 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. J'Of 27., Encroachment Permit for driveway from the Public Works Dept..... ­­ ....... et...... ' 28. Contractor'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) ..................... ❑/ 31. Letter of Signature authorization.................................................................... �Cd 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................� 0 35.E Legal description, M.H. Title, title search, registration or CO. ... El 36. Other: ❑ 37. Other: When issued Telephone b I �cl� and hold for pickup. have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: L j3' tX 1. Index permit 3ppliUoKfor the above items numbered: Plan Check Lett r ..onal items required Contrac r, designer, owner, was advised of the above data by ff phone, ❑ mail, ❑ counter, by Date: 41 ct esigner, owner, was advised of the above data by Vphone, ❑ mail, ❑ counter, by ` Date: - Ai6:� Contractor, 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: 'J UJO Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner NELSON, PAMELA AND JOHN APN No: 56-370-004 Application Date 4/12/2006 Permit No: BP 06-0840 Permit Type: NEW MH NEW SITE PERM FNDN 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMAYes Flood Elevation Review $109.98 3 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $549.90 $219.96 $329.94 Balance of Building Permit Fee 0 95.00 $204.98 $109.98 $314.96 RECEIPT DA E Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $424.94 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT i $3,557.76 q'44P)g0►� L4/1 4 Balance of Building Permit Fees (from No. 1 above) $329.94 -1 (4 5 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) $10.39 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: �. 7a Other*: 8 IMPACT FEES - RESIDENTIAL* 1per Dwelling Per Dwelling Applications After 2/14/05 F MFD MH County 4096.87 3071.14 1 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 7938.53 6757.081 7633.49 R-1 8031.53 6850.08 7726.49 foo R-2 7541.53 6360.08 7236.49 R-3 6780.53 5599.08 6475.49 RECEIPT D TETech/Asst Processing Fee is automatically added to impact fee total 1 $100.00 $3,217.43 - 5 <' 9 WATER TENDER FEE (Not collected when Impact Fees Applicable( Enter Bat.# $200,00 KOUrtnI DRAINAGE FEES* 10 CHICO STORM DRAINAGE 770 Butte Creek $7,736 MASTER PLAN 771 Comanche Creek $8,069 772 Little Chico Creek $8,792 773 Big Chico Creek New construction, vacant $6,596 774 Lindo Channel land, on 1 acre or less - $8,139 775 SUDAD Ditch Enter 1 or less acre value $6,975 776 Mud -Sycamore Creek $6,070 RECEIPT DATE Tech/Asst 777 PV Ditch $8,603 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling $130 At time of building permit �. $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* `- I Chico Unified School District 062 I 'W'j 12a RECREATION DISTRICT FEES* i 1'W At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. � Applicant: Date: iil Q ip I Pursuant to Govern a ode Section 66020, you are hereby notified those Items followed by an "* may have been imposed on your project.'You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 int BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM �- (One form per Building) School District V _ BuildinguO . U o Department No. A.P. Number �lo ' V �� Jurisdiction: City County Property Owner Property Location Subdivision Residential Development Q No of Living Units Lot No. ........................................................................................ c Q € Sq. Footage I Mobi a Home Addition/ "Supplemental to (Group. R) Installation Conversion Permit # '• '(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 0 New Addition Building Department Representative - District Identification No.. �� C1/0? % School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) �j��j�j 81V (Street Address) (Phone Number) 9� r (City) (State) (Zip Code) p has complied with the requirements of Resolution No. Ypayment b of $ representing_ square feet. JrB 2926 $ L MITIGATION $ T School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a drnely written protest will prohibit you from challenging the Imposition of the fees In any court action. M, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mtdgatethis project may be subject to additional school fees to fully Its Wiped the school districts schoolsthe school district's schools. White (school district), Yellow (building department), Pink (applicant) f elorm-As (3/05W= P pFtTMEIyT TT�OW Department of Public Works C o u m y o f B u t t e O OLAND DEVELOPMENT DIVISION o o Michael Crump, Storm Water Management Program /� DIrE'C 1LOf 7 County Cenier Drive N c U y Oroville, CA 95965 A�ellc WO (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: Project Location and/or 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 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. 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: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of -Development Se1VICes °gt3TT�c° 7 County Center Drive Oroville, CA 95965 ° 530 538-7601 Telephone ( ) P (530) 538-7785.F acsi mile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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: • 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 plait 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: 1 A a APN: Building site address: 1,� Permit No.: I have read, understood and ac pt the terms and�conisas expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT OATE AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING D"ION 7 COUNTY CENTER DRIVE OROVELLE, CA 95965 COPY of Document Recorded 10 -May -2006 2006-0024065 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement 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 following: Please see attached property description Date / OCA PROPERTY OWNERS: hn W. Nelson Pamela K. Nelson State of California County of Butte On pC A VA FaMW before me, personally appeared_ `� Ooh hj. �% I� �50�es) is/_ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose namare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les) 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. Signature Seal: LYNETTE GARTON Comm. # 1351379 �NOTARY PUBLIC -CALIFORNIA ' A.P. # 0 6-370-004-000 Q County of Butte N Comm. Expires April 17, 2006W 1 �- Butte-County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: _'S-oNA-Y-\ 'n `E. A.P.# 'uSka -3'10 - V-0 I Home Manufacturer: FFV SF -t wate-fl Manufacture Year: `Z'oo Model Number/ Name: 'A%. o y 1 \,-� Width: '7-1 ' (ft.) Length: tov' y' (ft. ) FOOTINGS: Wood - pressure treated or foundation gradeq Other:[ ] SUPPORTS: Concrete block [y].Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SINGLE WIDE MULTI -WIDE Line 1 ------------ Line 1 Line 2 Section 1 Line 2 Line1�i-------------------------------------------------------------- A-- Line 3 -------------------------------------------------------------- . Section 2 Line 2 --------------------------------------------------------------- Line 4 (triple wide only) --------------------------------------------------------------- Section 3 Line 2 Line 1 Piers: Minimum size piers:. [ X ] Spacing maximum: " From ends maximum: " Line 2 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 3 Roof Loads:,, Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): z'i ] X [ -LI Snow Load: psf Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte — county/ Insert AP #, view snow load in lower right corner. Line 1 Openings: Minimum size pier: [] Required at each side of openin over " wide. ,q�cNth� BU 1 t I VQQIN ; UtVl0lviw SUPPORT �� r1 4 X 10 BEAM (SPF #2) 11,700 LBS. MAX. LOAD SUPPORT } rY; i!== ` 4 X 12 BEAM (SPF #2) POST*, ='. i } I -�, ,;j;� ` ;:- • � 15,500 LBS. MAX. LOAD WOOD WEDGES WOOD' . WEDGES ' (; •' CAP BLOCK i CAP BLOCK No l�6 TO BE USED WITH SEE TABLES FOR CAPACITIES SEE TABLES FOR TO BE USED WITH: 8" X 16" X 4" TRIPLE PAD L CAPACITIES 8" X 16" X 4" TRIPLE PAD 16" X,16" X 4" DOUBLE PAD Twin Concrete Block Piers At'Mating Line Support Post 16„ X 16" X 4" DOUBLE PAD 2 X 12 X 24" DOUBLE PAD SUPPORT POST�r4° ! t i SUPPORT rt ' ' ; Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering John & Pam Nelson Royal Drift Way Forest Ranch, CA 95942 Xi2 Concrete System Engineer Approval State Approval MANUFACTURED HOMEIMOBTLE HOME FOUNDATION SYSTEM U"TH AND SAFETY CODE, SECTION 18551 APPROVED KWRCT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLB STATE LAWS AND REGULATIONS State of Califomia 91Vwtmeet 6f KQ and Community Dvvdqnnmt BUTTE COUNTY BUILDING DIVISION APPROVED OF COQES AND STANDARDS Page 1 of 8 0 �i 0 0 0 Xi2 Foundation System Installation Instructions for California -� z for Ground & Concrete Systems HUD Wind Zone I, 15 PSF Wind Load Seismic 4 By Tie Down Engineering REQUIREMENTS • These plans and specifications meet the requirements of Title 25 Section 1336.3 Sub Section A and 97 UBC Seismic Requirements, CBC 2001 addition. • Maximum vertical projection at sidewall is. 9'. Higher walls may be used when the design loads are adjusted accordingly and approved by HUD. • Main rail spacing must be 75.5" - 99.5" * Except single sections 95" minimum • Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, and rim plates. The longitudinal component of the Xi2 system replaces end frame ties. Check manufacturers set-up requirements. • Maximum pier height is 48" pier. *Except for single sections 36". • Steel piers must be fastened to the I-beam with clamps provided with steel pier. • Systems must be placed as evenly as possible, no more than 10' from end of home. • Designed for 7:12 roof slope. *Except single sections, (200 - 4.37 in. 12" pitch). Additional Requirements for Concrete Systems • Poured concrete must be 2,500 PSI minimum at 28 days. • Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by 14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep.Mal> 4, -1 * Xi2 components exceed HUD code 3280,3068 -"Anchoring, equipment exposed to weathering sharlhavYA resistance to weather deterioration at least'equivafent'10 that provided by a coating of zinc on steel of not less than 0.30 ounces per square.foot of.surface coating Page 2 of s o s` John & Pam Nelson Royal Drift Way Forest Ranch, CA 95942 APN: 056-370-004 ILELC7W00,0. Waterford Series Model 46048 3 Bedrooms • 2 Baths - 1,599 Square Feet L.. k,.r •vv?. t a' -e .r ? k';G4/ v` - i ti%:� :.�.e'�.+e�n 'I .v�!S Y ) , ti •4.?}.- '� "- ) ? 'ib : f } t' Y' A Y+4S 'est k' 1. Y} k •'# 'i„'S,�” Y p .lt'i.r 'Sl.'Sr- ��rR.w. •Y . A .S ..:l Iii ,c,.�' �..,._ _ s � ��� : x. �,.. �>., ,� �...�, .1•'��,,..Ix3: ;,r:.rz_, .... ,• :.. �-<�'=' ,. €�, -�;. �"� .'f' .#, .a�':,._.�5e s� � . � x ��: -.�.Ix, 'v�,^Y .r,,,... r.-t-�1 r; y';+ ,�i'�' ',.ar,,,t., uA �'. r. n->'".i•.)M�•?:�i .f2`� '♦`�: r v7. a: .fit �. �. a.. ,• ;� ,w ,-¢Yf�. ••- t x.3 �.,xrr ,...I., ,;•-•c-, rF': ssi'^ C.•C''s+i- .• .. r ' S Y . 7"",,; r ,i M,✓..,..J .i "Li x-rx t'� .,�L,Y _ ,-'e.. 'ef . ! #:. /.. `e'f _,.._. C -- „ � Y'...... ,�.) x. � .:.Y •:- - k'• r..3 'i. nro: �. :y •,��. _ ..si' rYf.. "i- y, _ 1- Y ... .•-:k. fir*.. i .,♦ .:, .t.� ��-��*: Vii.:. .r+_..T / �!.IpM _v': , .... r'f .. it *t .� r /3,:4.,, �,-e .. ..�?"N..t.�,t 'S, ,vf .M v. -,: r, Wit. rk. .Y.ti,? �Rg R:, � ..3. .�v♦�i;r`° '.�rS` ti :t..� r-ux ry,�rt x„C�' ,�;� 't c- IR.. „;/ p2�.sZ,} .: 1. >E ..F': v3✓., -g �,yt /. wrn- f .v AI�YR)•�.K,ka,. ti:ti!..a..._. ....:,�,.�..,-... ••t:_.sA ..... k_��, .rk:.:�..��._._._�.�..e_..�_.—._....._.�._..._._..._r.a.._.....—... �. u.__... ..i BEDROOM #2 9'-6• x Iz-6 11 I1 1 11 / j1__I! OPt SUNROOM L 22'-3• X 12'6" t1A G'norrCO NERDECOR i DOGR/� AY GLASS OPT RELE55ED ENTRY y lil OPT. DEN Ia-rx 12•-a• Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. WD/17/MAR05 sao- �i pR . ' � V I: U71LI7Y7:i :: :.:DAV . ' . :... ' . 1 I , • ::: • DlNUID RM S/DE � DECOR GLASS GU55 VINING AREA J__L s'-rx 1z-6• OPT. SUNROOM on 22'-3•X12'6• X12'6- i WALK-IN I j LOBEf I O DECOR DECOR DECOR GLASS ---------- aNEnO 26'•8• — IDECOR 171, IAL�� ': MA57ER LIV{NG ROOM '-6• t5oom;3 •L BEDROOM 1s•-e•ix 1/z 11 BEOROOMi2X IizI- 10•XI 12-6 ; GABLE DORMER DECOR I1 1 11 / j1__I! OPt SUNROOM L 22'-3• X 12'6" t1A G'norrCO NERDECOR i DOGR/� AY GLASS OPT RELE55ED ENTRY y lil OPT. DEN Ia-rx 12•-a• Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. WD/17/MAR05 John & Pam Nelson Royal Drift Way Forest Ranch, CA 95942 APN: 056-370-004 I NEAT IAPE RECEPT ON UNDERSIDE OF FLOOR Urn 0 VIMW � n I!m BN OPT 8j OPT. DPT. � M Y UTltrrY i $I OR :Im Hhl/l YMISS DINING RM Kv) L E G E N D 19-r 1Q 0 RECEPTACLE kor SWITCH i/_!J? 4THERMOSTAT VMS" ® SMOKE ALARM GH OIT.1 •• tf' C/ _ M { / 1 1 T 1 7,0 ,, ♦ D l ^ , 0 OPT. L 20' a - DPT. , I /'•; BEDROOM 2 A �`- j YlS9iK Y2R23N YlBID1 ' ' "° MUM lyat UiIF9 ^ 1yJ• 20'-0' 10'-S 112' (�J%I BD'•D• B n .r 11r BI T.21AGS j 1JO13 LAO! NOTES: W 13V� COUNN ( - THIS FLOOR FLAN MAY BE BUILT AN EXACT MIRROR IMAGE ABOUT ITS LENGTH (SIDE TO SIDE) AND/OR WIDTH (END TO END) AXIS. w POST AND SPLICE RANGE DIMENSKM(FROM THE CHARTS) ARE BUILDING TO BE STARTED AT THE REAR OF END -TC -END MIRROR IMAGES. BUI �f V'[�I.i� D%v��'O� TRAVEL DISTANCE FROM FARTHEST BEDROOM TO ENTRY =31__5 Lf. APPA IVIS BATH 2 - V!N!6 APPROVED PFS Corporation Madison WI - 04 7/13/04 HUD Manufactured Home Construction & Safety Standard THIS FLOOR PLAN AND ATTACHED OPTION DETAILS (IF APPLICABLE) IS DESIGNED TO MEET THE FOLLOWING STRUCTURAL REQUIREMENTS: _ WIND ZONE(S)__ Nl____ ROOF LOAD(S) ----- 30 Lbs_ PERIMETER HERING REQUIRED WHEN ROOF LIVE LOAD > 20 psf BEDROOMS Y1�pR WOODLAND Fax 17 PROOUC7NAME WATERFORD A J NODEL NO. � 46048 OAAWING TALE FLOOR PLAN DRAWN BY: ChBdBS K• DATE: 0 711210 J SHf REV / FP.1 A I 'NONE ALARM ' Ilan wnBR <>LIGHT FIXTURE BOORZ/ s 7 111 ® EXHAUST FAN . 1 fVDCj VIDEO 01017AL CABLE PANEL 80 pO VIDEO OUTLET CARIE OUTLET 0 `ly ' • � _O s 1 + + F1AN FAN WILIGH 0 � -p ` PANEL BOX RAG RETURN ATR B + A a GRILLE 2 Q FLOOR HALL REGISTER CROSS-OVER LOCATION I AIR SUPPLY •Q 1 X ISUPPORTPOST ;:OPT. Q SHEARWALL B0'•0 - Q 100 180'.0 - V ISO X e0'-0' OB V X BATH 2 - V!N!6 APPROVED PFS Corporation Madison WI - 04 7/13/04 HUD Manufactured Home Construction & Safety Standard THIS FLOOR PLAN AND ATTACHED OPTION DETAILS (IF APPLICABLE) IS DESIGNED TO MEET THE FOLLOWING STRUCTURAL REQUIREMENTS: _ WIND ZONE(S)__ Nl____ ROOF LOAD(S) ----- 30 Lbs_ PERIMETER HERING REQUIRED WHEN ROOF LIVE LOAD > 20 psf BEDROOMS Y1�pR WOODLAND Fax 17 PROOUC7NAME WATERFORD A J NODEL NO. � 46048 OAAWING TALE FLOOR PLAN DRAWN BY: ChBdBS K• DATE: 0 711210 J SHf REV / FP.1 A I .// STANDARD SHEAR WALL DATA WIND ZONE: 1 LABEL UNIT WPLLIPANELITYPET LENGTH NOTE • TSB .. A B 1 I 1SG I E 26 a STRAP 34'-8• B B 1 2SG S 9'-10' 1 JOISTS 6 2 LAGS 31'-10 3/4' C B 1 1SG E 13'-0° 3 x 26 ga STRAP 34'-B• • REQUIRES AGGRESSIVE FASTENING PATTERN 6 MAX 16 O.C. FRANIBB •• EMPTY TRIS FIELD IS COMBINED IN NUMBER ABOVE OPT CORNER BAY @ BDRM 3 WALL DATA ZONE: 1 OPT4 UNIT WALL PANEL TYPE LENGTE NOTE • I B 1 ISG E F 8'-0 3/4. 4.5 x 26 ga STRAP B 1 2SG S9'-10. 1 JOISTS 6 2 LAGS 3 B 1 1SG E 13'-0° 3 x 26 a STRAP QUIRES AGGRESSIVE FASTENING PATTER -N& MAX 16 O.C. FRAMING PTY THE FIELD IS COMBINED IN NUMBER ABOVE OPT CORNER BAY @ BDRM 1 J6LAE HALL LATA WIND ZONE: 1 OPTS LABEL UNIT WALL PANELITYPEJ LENGTH NOTE • TRIB .. A B1 iSG E 13'-0. 3 x 26 ga STRAP 34' -B- a B 1 2SG S 9-10' 1 JOISTS 6 2 LAGS ji 31'-30 3/4- C B 1 I ISG I E I 8'-0 3/4. 3 x 26 ga STRAP 1 21'4• • REQUIRES AGGRESSIVE FASTENING PATTERN 6 MAX 16 O.C. FRAMING •• EMPTY TRIB FIELD IS COMBINED IN NUMBER ABOVE OPT WALK -A -BAY SHEAR WALL DATA WILD) ZONE: 1 OPTS LABII, UNIT I WALL IFANEL TYPE LENGTH NOTE A H 1 ISG E 13'-0 3X 26 ga ST B I B_I 1 1 2SG I S '[JOISTS z TRIB •• DOOR SCHEDULE TJI PRO -360 SPLICE LOCATION DIMENSIONS ARE FROM HITCH END WIND ZONE: 1 OPT11 CHASSIS INFO SYMBOL SIZE I DESCRIPTION GLAZ VENT U VALUE 3679 36 x 79 BLANK -INSWING 0.19 3279 32 x 79 HLANR-INSWING 0.19 6/0x6/8 6/0 x 6/8 JSGD - SAFETY 35.50 17.70 1 0.79 OPT TOWER DORMER IN LIVING RM SHEAR WALL DATA - TJI PRO -360 SPLICE LOCATION DIMENSIONS ARE FROM HITCH END WIND ZONE: 1 OPT11 CHASSIS INFO LABEL UNIT WALL PANEL TYPE LENGTH NOTE • TRIB •• A- B 1 ISG E 13'-0. 3 x 26 ga STRAP 34'-8' B S 1 2SG S 9'-11 1/4' 1 JOISTS 6 2 LAGS 32'-3' C B 1 2SG S 9'•1D• 1 JOISTS 4 2 LAGS 31'-10 3/4' D B 1 ISG fi 131•0. 3 x 26 ga STRAP 34'-8' • REQUIRES AGGRESSIVE FASTENIdG PATTERN 6 WAX 16 O.C. FRAMING •• EMPTY TRIB FIELD IS COMBINED IN NUMBER ABOVE DRAWBAR ANGLE OPT TOWER DORMER IN DEN SHEAR NALL DATA TJI PRO -360 SPLICE LOCATION DIMENSIONS ARE FROM HITCH END WIND ZONE: I OPT12 CHASSIS INFO LABEL UNIT WALL PANEL TYPE LENGTH I NOTE • TRIB •• A 1 ISG E 13'-0. 3 x 26 a STRAP 34'-8• B 1 2SG S 9'-11 1/4. 1 JOISTS i 2 LAGS JB 32'-3' C 1 2SG S 9'-10. 1 JOISTS E 2 LAGS 31'-10 3/4' D 1 1SG E 13'-0' 3 z 26 a STRAP 34'-8• • AEQDIRES AGGRESSIVE PASTENING PATTERN 6 MAX 16 O.C. FRAMING '• EMPTY TRIB FIELD IS COMBINED IN NUMBER ABOVE DRAWBAR ANGLE ' SHEARWALLG-STRAP ' ' • ' SHEARWALL GSTRAP ' • OIRSD ER IAAD+ BEAM TJI PRO -360 SPLICE LOCATION DIMENSIONS ARE FROM HITCH END 360 CHASSIS INFO M.R. SPACING 99 1/2" LIVE LOAD: 30 LBS. SOW SCHEDULE �I-BEAM SIZE 10" FROM - TO UNIT MATE AREA DRAWBAR LENGTH 39" 0• - 7'-8' A B 12'-31 - 13'-11• A B 21'-10' - 23'-10' A B 27'-9• - 33'-9• A B 34'-5• - 37'-4' A B 41'-3' - 44'-2• A B 48'-01 - 50'-5' A B 5S'-10• - 60'-0• A B D• - 7'-8• B A 12'•31 - 13'-11• B A 21'-101 - 23'-10' B A 27'-91 - 33'-9+ B A 34'-5• - 37'-4• B A 41'-31 - 44'-2• B A 48'-81 - 50'-5' B A SS' -10• - 60'-0• B A DRAWBAR ANGLE 60 POST LOAD HEIGHT F LOO R INFO POST JOIST SIZE 2x6 JOIST MATERIAL SPF - A JOIST SPACING 16 A 1138 119 WALL INFO 1.75 SIDEWALL HGT. 90" 2300 EXT WALL SIZE 2x4 ERT SIDING MATL /16 4X8 HARDI 1138 119 1/2• CEILING/ROOF INFO 32 ' RAFTER CODE (CATH) LC7-160-3A(17 TJI RAFTER SPACING 24" LIVE LOAD: 30 LBS. OPT2 1 CEILING THICKNESS 1/2" FROM TO UNIT MATE 0' - 1'-9• A B 5'-8• - S'-7' A B 11'-8• - 14'-7' A B 18'-3• - 21'-5' A B 24'-31 - 33'-2• A B 35'-D' - 44'-2' A B 48'-81 - 50'-S• A B 59'-2• - 60'-D° A B 0• - 1'-91 B A 5'-8• - 8'-7' B A 11'-8• - 14'-7' B A 18'-3+ - 21'-51 B A 24'-31 - 33'-21 B A 35'-01 - 44'-2• B A 48'-B• - 50'-5' B A 59'-21 - 60'-0• B A 1.75 CEILING MATERIAL US GYP TJI FRONT EAVE O'HANG 12" 10'-1 1/4• REAR EAVE- O'HANG 12" 3910 FRONT GABLE O'HG 12" 1/2' REAR GA13LE O'HG 12" - POST DATA - TJI PRO 360 - _ - SOW SCHEDULE LIVE LOAD: 30 LBS. AREA 9SH 36 x 59 SGL HUNG -SIDE LD 11.82 6.07 14.95 PERIMETER PIERING REQ LABEL LOCATIOA UNIT POST LOAD HEIGHT BEARING POST PI - A A 1138 119 1/2' 1.75 32. 2300 7JI A B 1138 119 1/2• 1.75 32 TJI B 10'-1.1/4' 1 3910 119 1/2' 1.75 7 _ 7900 TJI B 10'-1 1/4• B 3910 119 1/2' 1.75• 7 TJI C 25'-4 1/4• A ..3407 119 1/2• 1.75 7 6900 TJI C 25'-4 1/4' B 3407 119 1/2• 1.75 7 TJI ---D 34'-11/4• A.._ 2291 119 1/2' 1.75 5 4600 TJI D 34'-1 1/4° B 2291 119 1/21 1.75 5 TJI E 46'-6 3/4'- A _ 4117 119 1/2' -1.75 B 8300 TJI E 46'-6 3/4• B 4117 119 1/2° 1.75 8 TJI - F __ '_60'-0• A __ 1672 119 1/2• 1.75 32 3400 TJI ' F 60'-0• B 1672 119 1/2' 1.75 32 TJI • EMPTY PIER LOAD IS COMBINED IN NUMBER ABOVE ' APPROVED PFS Corporation Madison WI - 04. 7/13/04 HUD Manufactured Home Construction & Safety Standard Michael Frey 2004.07.13 15:34:11 -05'00' FLEk-YVVC D • WOODLAND 17 PRODUCT NAME WATERFORD MODEL NO. 4604B - DRAWING TME f SPEC DRWG DRAWN BY: Charles K. DATE: 06/16/04 SM REV SPEC.1 I A - _ - SOW SCHEDULE MBOL SIZE DESCRIPTION GLAZ VENT AREA 9SH 36 x 59 SGL HUNG -SIDE LD 11.82 6.07 14.95 9SH 46 x 59 SGL HUNG -SIDE 8H5 46 x 08 H. SLIDER OSH 14 x 40 SGL HUNG -SIDE OHS 30 x 40 H. SLIDER 9SA 30 x 59 SGL HUNG -SIDE 63=4 SPW 30 x 15 PICTURE WINDOW APPROVED PFS Corporation Madison WI - 04. 7/13/04 HUD Manufactured Home Construction & Safety Standard Michael Frey 2004.07.13 15:34:11 -05'00' FLEk-YVVC D • WOODLAND 17 PRODUCT NAME WATERFORD MODEL NO. 4604B - DRAWING TME f SPEC DRWG DRAWN BY: Charles K. DATE: 06/16/04 SM REV SPEC.1 I A BUTTE COUNTY A�[g .9t1RC DETARTMENT OF DEVELOPMENT SERVICES 'f�` _�I %i, //•�NJtYJYY 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 OF APPLICATION "PLEASE PRINT CLEARLY" OWNER \ Last Name irsl Address -3,0 • 1 'L ESQ l—A r� V4 js City Stale G•A Zip�S�S3 Phone g1 O — 1 d Z Fax Fax g,=jj_ S') S:3 E-mail ARCHITECTIENGINEER CONTRACTOR Name city. Address -3,0 • 1 'L ESQ l—A r� V4 js City C� Stat zipols�,13 Phone e� 1 _b c` �.L Fax g,=jj_ S') S:3 E-mail c. # vs -0 31 Class C-41 ARCHITECTIENGINEER Name Address city. State CIA Zip Phone Fax E-mail Stale License Number APPLICANT NAME Name Address 3 0 2 E 5 CityG� I •rte State CIA Zip eWY) 3 Phone �q �oc19 2 Fax Q. S'a C- Gt.QGA`. r 1 APPLICANT SIGNATURE X For office use only: Zonin Flood Zone 5RA s No Occ• Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved. PERMIT NCO%. `^f' ' BP BIN # LOCATION . AP# .Q 5\0 "3 O — O 011 Property Address Ay 1�R.1 �T t.a,A City 1 CS'Y RAr�c.� Cross S reet WORKER'S COMPENSATION Policy Number V-_7 w 1 3 }0 'Do 3-0 Z 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 C •-TizA-.VIA G1F;e- YN_l -T6,4 Address y w1t�•A Ci-t�' Descriptio of Work: I a X00 r' 1,r. pl rt H R C.T w eb - Sq. -Footage 1 Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): U V r_K rUK SUt$M1 I I AL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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 by: *t� Receipt #: Dateu'' 66 c Amount: C9 1 `� Bldg SRA Sheriff SMIP Other . 2±mTotal REV 7-27-04 LONGFELLOW LUMBER CO. INC. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com C -20E (Rev. 5/05) BUTTE COUNTY' BUILDING DIVISION APPROVED L. .. Customer: JOHN NELSON Job No: NELSON GARAGE ENGINEER Address: ROYAL DRIFT WAY- Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 'FOREST RANCH Citrus Heights, CA 95610 (916) 676-1900 - APPROVED INSPECTION AGENCY 0 C5— 3 — oo Timber Products Inspection, Inc. AP#: P.O. Box 20455 Portland, OR 97220 (503) 254-0204 C -20E (Rev. 5/05) L L R �H IV JOHN NELSON EXECUTIVE HOMES ROYAL DRIFT WAY FOREST RANCH NELS0509 OUTLOOKER ' Ix4 CONT BRACE AT BRACE MEMBERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRAVE W/ 2-8d NAILS GABLE ENO STUD 2x4 HF STRONSBACK (HAIL TO LEDISLR W/ 10d o 12" OLJ — 2x4 HF LEDGER (NAIL TO VERTICAL W/ IOd NAILS) `-A35 BRACE TO FLAT -H-3 AT 48" OL. — Q NOTE: THIS DETAIL MAY BE USED FOR TRU55E5 WITH PITaED BL. ALSO. (0) OPTION TO WEB PLATIH6, U5E (3) - 2' WIRE STAPLES (0072 VIAJ15 GA) TOENAILED THRU CHORD INTO KB i TI W WEB INTO CHORD ON ONE FACE FOR A TOTAL OF b STAPLES. (PI). (51) ! (HI) MUST BE PLATED. Stip SRC O. 18693 T4 `:-A REBM.CA D a3 2X4 BLcLk NAILS EACH END 6-I0d COMMON 2xb 0060NAL NAILS BRACE o 48' OL. AQ MAX V RACED LENGTH OF GABLE END STUD. (2x4 FIR -LARCH) - 5TANDARD = 5' -II' = MI AND BTR. = T -q' - TR)55E5 —� 2x4 F.L. OR HF, 42 OR BTR STRON6BACK BRACE 16" O.G. MAX. I ' TG LL 30D P5F TG DL 15.0 PSF HOTE: 6ABLE END DE516N BA BC OL PSF -5W ON 75 MPH WIND, EX1'O��I1RE 'B' BG LL OA PSF TOTLD. 50D P5F AT 0-25 FIEF MEAN HEIGHT- DURFAC. 1.15 TYPE OF JOB DETAIL Date: 10-18-02 Gary Hawkins JOB NAME LoON UMBER Drawn: AK ARCHITECT GITY, 5TATE CHICO, GALIFMIA(530)892-270( Job no.: 02-116 1370 RDGEWOOD OR.. srE-10 FAx:(530)E393-053< GHICO. CA 95973 garyoichmsbcglobclne JJ e' A T LATEAAL LRA(E hCr/x%L._.. i s YAM iZD(- RE PLA6u9 COFfi . 6(LACFS AT Y2 0PL AT ih RU!:5t:5 (Y 14"- 10j.®12,,0 i ,AGl; WITS s L5 (;P b�� IOD G V 0. G: TYP. (2X b . HAA. P srJACuNy 4 op. Y� IMT 6RA, I�712-A&i HUST E3E DO % 114E LEH(AV4 OF TIE. WEV.. TRIS VeTAIL I5 To L�,E: UDeP A5 AN ALT. PDX oNE &ONTINUoUS LATE:RAL E: RAGE. ' TRU5-a5 r_o, a4'' O: (".. TYP. NOTE: 2X3, 2X4, OR 1X4 GRADED �^ LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB gyp).' MAR 2 7 -2002 BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)` RESTRAINT REGLUIREn AT EAG ENP OF ENRAGE AHt2 AT Z0'-0" INTI:R�ALS. REFER TO fllt?—ql SUHHARY b�InT FOR REGOHHEHVATIONE OF TIE TRU55 PLATE lNSTUTE j2�TEuAfar 14AY b� "►mp �Y�tI q� q � P1APHt�r1.6K -9,Ev Q I Q5 19C MITE�." YHE `�`1'Avrl-l� Y n i�fhY 'P_cP:.ccC rr MiTek® October 31, 2005 MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA PAX (916) 676 1909 TELEPHONE (916) 676 1900 Longfellow Lumber 89 Loren. Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support tip 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.o. 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. Redong (Ray)Yu, P.E./S 3. Regional Vice President Western Engineering Operations Mom- q o fuss russ ype ty o 0 R2119265,' JELS0509 A7 FAN 11 7 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 s Jul 13 2005 M7ek Industries, Inc. Tue May 09 72:56:10 2006 Page 1 •1.4-0 4-6.8 834 12-0-0 15-8-12 19-5-8 24-0.0 25.4-0 1-4-0 4-6-8 3-8.12 3-8-12 3.8.12 3-8.12 4.6.8 1-4-0 Scale = 1:43.2 4x6 = 5 1z 4x8 = B34 7.5.8 11 10 4x6 = 4x8 = 8.3.4 4x12 = LOADING (psf) TCLL 75.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=75.0) Plates Increase 1.15 TC 0.74 Vert(LL) -0.35 12 >816 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.47 10-12 >599 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.13 8 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 103 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&BU G TOP CHORD Sheathed or 2-3-10 oc purlins. BOT CHORD 2 X 4 DF N0.1&Btr G BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. WEBS 2 X 4 DF Std G r BU ' "COUNTY � REACTIONS (Ib/size) 2=2433/0-3-8.8= . 2433/0-3-8 Max Horz2=10(load case 6) BUILDING DIVISI®� Max Uplift2=39(load case 5), 8=39(load case 6) ����®�11 ��// ® y Max Grav2=2543(load case 2), 8=2543(load case 3) mod FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/64, 2-3=5332/31, 3-4=-4408/48, 4-5=-4408/75, 5-6=-4408/75, 6-7=-4408/48, 7-8=-5332/31, 8-9=0/64 BOT CHORD 2-12=11/5030,11-12=013185,10-11=0/3185,8-10=1/5030 WEBS 4-12=797/8, 6-10=797/8, 3-12=1151/12, 512=42/1780, 5-10=-42/1780, 7-10=1151/12 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft 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 It 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 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard WARNING - vervj design parameters and READ NOTES ON TMS AND INCLUDED 11UTER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with Mlek connectors. This design's based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown } is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrity, of the erector. Additional pwmanent bracing 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-69 and BCSII Building Component Safety Information available from Truss Plate Institute, 5113 D'Onotdo Drive. Madison. WI 53119. �OQ?,oFESS/pN9l S. TjNC F2c Fn Of C 0464-3 T *\ EXP V I* -May 10,2006 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610MI MiTekm BRIJCING 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 m6todo de arrlostre es pare todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Lon itud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies mbximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4' o.c. max. 60 a 80pies* 4 pies m6ximo •Consult a Professional Engineer for lasses longer than 60'. 'Consulte a un ingenlero para lasses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. \ ® Refer to KH -86 Summary Sheet - Gable End Frame !rasing. (7( Repeat diagonal graces. Vea el res6men LJ BM -B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos anuas. a Set first five trusses with spacer pieces, then add diagonals. Repeat process on groups of four lasses until all lasses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedimiento en grupos de cuatro lasses hasty que todos los trusses estdn instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two lasses. , 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 Diagonal braces every 10 truss 30'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! U BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ®Refer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 10' of 15 every 15 truss for Parallel Chords spaces (30' max.) 7n1for more _ information. Vea el res6men BCSI-B7 - Arriostre temporal v 7 Dermanente de The end diagonal trusses de cue as brace for cantilevered Rardlelas para mayor lasses must be placed Lateral braces informad6n. on vertical webs in line 2x4x12' length lapped with the support. over two lasses. INSTALLING - INSTALACION flJ Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Max. Bow Max. Bow �— Length LI Length -y ` Length II I Tolerances for LJ Out -of -Plumb. Tolerancias para Fuera-de-Plomada. t c c`/5o max f-- I- Plumb bob – D/50 D (ft.) 1/4" 1, 1/2" 2' 3/4" 3' 1" 4, 1-1/4" 5' 1-1/2" 6' 1-3/4" 7' 2" 1 a 8' Max. Truss Bow Length 3/4" 12.5' 7/8" 14.6' 1" 16.7' 1-1/8" 18.8' 1-1/4' 20.8' 1-3/8" 22.9' 1-1/2" 25.0' 1-3/4" 29.2' 2" z 33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® 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 consWcc16n hasta que tDdos IDs arriostres esten colocados en forma apropiada y Segura. DO not exceed maximum stack heights. Refer to @CSI B4 Summary Sheet - Construction Loadino for more information. No exceda las m6ximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de ConsWcd6n para mayor inforrnad6n. i Do not overload small groups or single lasses. No sobrecargue pequenos grupos o lasses individuales. Material Height (h) Gypsum Board 12" Plywood or CSB 16" Asphalt Shingles 2 bundles Concrete Block B" Cla Tile 3-4 tiles nigh Place 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 / Refer to BCSI-B5 Summary Sheet - Truss Damage. Jobsite Modifications and Installation Errors. Vea el resumen BCSI-BS Da"nos de lasses. Modificaciones en la Obra v Erores de Instalad6n. 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 est6 especificamente permiddo en el dibujo del disefio del truss. ® Trusses that have been overloaded during construction or altered without the Truss Manufacturers prior approval may render the Truss Manufacturers limited warranty null and void. Trusses que se han sobrecargado durante la consWcci6n 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 mrsMxdon techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bradng wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due m the nature of resporsibflides Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erectlon/Installation contractor. It Is not Intended that these recommendations, be Interpreted as superior to any design spedfication (provided by either an AnchIMR, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bradng wood trusses and it does not predude the use of other equivalent methods for bradng and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Thus 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 oonalned herein. . &_ '.Il� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, wl 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683-1010 • wwwApinst.org 8IWARN11x17 20050501 W A N I N G ! BC�SI-61 SUMMARESHEffff GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. F011ow 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. NOTAS GENERALES Los trusses no est5n marcados de ning6n modo que idenfifique la frecuencia o localizad6n de los arriostres (bracing) temporales. Use las recomendadones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el fnlletn BCSI 1-03 Guia de Buena Pr3cUca para el Manejo. Instalad6n y Arriostre de los Trusses de Madel Connectados run Placas de Metaloara para mayor infomhaci6n. Truss Design Drawings may specify I bons of Los dibujos de diseno de los trusses pueden espedflwr permanent bracing on individual compression las localizaciones de los amostres pernanentes en los members. Refer to the BCSI-B3 Summary miembros individuates en compresidn. Vea la hoja Leci)ma^ Sheet -Web Member Permanent Bracing/Web BCSI-B3 Dara los amostres pgrmanentes y refuerzos de los Reinforcement for more Information. All other mlembms secundados (webs) para mayor infornad6n. EI permanent bracing design is the responsibility resto de ardostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edificio. ® 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, Instalad6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. HAND ERECTION — LEVANTAMIENTO A MANO 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 este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de m6s de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO ® gloves when handling and safety glasses when s s POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal tienen hordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE70 Allow no more No permits mas Q Use special care in than 3" of deflec- 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. 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 QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. UGlice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Toe -in � Spreade�rl truss," buTe line 9 1-7f Check banding Revise los empaques LJ prior to moving antes de mover los bundles. paquetes de trusses. © Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Los paquetes almacenados en la tierra por Do not store on No almacene en una semana o mas deben ser elevados uneven ground. tierra desigual. con bloques a sada 8 o 10 pies. s� For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Tagline I\ Greater than r nies MSs de 60' or less Approx. 1/2 �I truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES .,Toe -,n _ Spreader bar 1/2 to 2/3 truss length —� TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or sti... 10' maxx.. mid -height QTrusses 20' or ; % ; _ , ' of Trusses 30' or LI - less, support + + less, support at h� at peak. quarter points. r Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. Trusses up to 20' I trusses de 30 pies o menos.I Truss up to Trusses hasta 20 pies s pies 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 este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de m6s de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO ® gloves when handling and safety glasses when s s POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal tienen hordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE70 Allow no more No permits mas Q Use special care in than 3" of deflec- 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. 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 QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. UGlice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Toe -in � Spreade�rl truss," buTe line 9 1-7f Check banding Revise los empaques LJ prior to moving antes de mover los bundles. paquetes de trusses. © Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Los paquetes almacenados en la tierra por Do not store on No almacene en una semana o mas deben ser elevados uneven ground. tierra desigual. con bloques a sada 8 o 10 pies. s� For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Tagline I\ Greater than r nies MSs de 60' or less Approx. 1/2 �I truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES .,Toe -,n _ Spreader bar 1/2 to 2/3 truss length —� TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or sti... 10' maxx.. mid -height Li ��INIA Spreader bar 2/3 to 3/4 truss length �1I Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE ® Refer to BCSI-132 Summary Sheet - Truss Installa- tion and Temporary Bracina for more information. Vea el res6men BCSI-82 - Instalad6n de Trusses y Arriostre Temper para mayor infornad6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly 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. AI: �1 -!V4Y/1/C j% Top Chord Temporary Lateral Bracing (TCTLB) min. �� I iA DV E RT E ON, C�,J HOJA RESUMEN DE LA GUTA DE BUENA PRACRTICA PARA E 04/11/06 15:52 FAX i Record at the Request of Mid Valley Tdle & Escrow Company Order No 168173L.P CHIC Escrow No. 168173LP Loan No. WHEN RECORDED- MAIL TO: PAMELA K. NELSON and JOHN W. NELSON 7600 WEST BUTTE ROAD LIVE OAK, CA 95953 MAIL TAX STATEMENTS .TO: SAME AS ABOVE 056-.370-ow,.000 BTEC OROVILLE 4 EXECUTIVE 0001/002 11111111111111111111111111111111111 1998-0IZaza87,2 Recorded Official Records I REC FEE 10.0 I TAX County Of 44.0 Butte CANDACE J. GRUBBS I Recorder 09:00AM 14 -Sep -1998 I I Paye 1 of 2 SPACE ABOVE THIS LINE FOR RECORDERS USE DOCUMENTARY TRANSFER TAX W n Computed on the consideration of value of properly conveyed; OFi COmpuled on -the constdaration or value fess Gens or encumbrances remaining at lime of aale. Th Slpnature of Dedafant or Agent determining tax — Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DARIO A. MARTINEZ and PAMELA A. MARTINEZ, husband and wife hereby GRANTS) to PAMELA K. NELSON and JOHN W. NELSON, wife and husband the real property in the City of UNINCORPORATED AREA County of BUTTE described as SEE ATTACHED LEGAL DESCRIPTION Date STATE OF CALIFORNIA 1$ COUNTY OF Butte } 0 beforeme, ucy A. Pershall, notar o blic Personally appeared Dario A Martinez a n d Pamela A_ Martin.e� Personally known to me (or proved to me on the basis of sadslactory evidence) to be the person(s) whose nafnei(s) Wara subscrlbed to the wilhin Instrument and acknowledged to me that he/sheAhey executed the same in hWher/their authorized .capg4ty(ies), and that by his/herAhelr *nature(s) on the Instrument the person(s) or the entity upon behalf of which the persons meted, executed the InSlrument. WITNESS m hand and o S' nature 1 V R. ers h a II , state of Calitoml, ThIEZ AEALA4!.%�91 N �EZ���� LUCY A. PEASHALL r p Comm. #1092344 17 r� NOTARY PUBLIC CALIFORNIA V BUTTE COUNTY 1 My Comm. Expires Mar. 24, 2000 U4iii/UIV 15:52 MA BTEC OROVILLE �t m J D� OD � J s DESCRIPTION 4 EXECUTIVE 16002/002 ORDER NO. BU -166173 LP THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 18, 19 AND 20. EXCEPTING THEREFROM ALL MINERAL, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 150 FEET WITH THE PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL 8E DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL II: AN EASEMENT FOR WATERLINE PURPOSES OVER A STRIP OF LAND 10.00 FEET IN WIDTH, LYING 5.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE WELL SITE LYING WITHIN LOT 11, AS SHOWN ON THAT CERTAIN'MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGES) 18, 19 AND 20; THENCE SOUTH 84 DEG. 03f WEST FOR 5.00 FEET; THENCE NORTH 84 DEG. 03' EAST TO THE EASTERLY BOUNDARY LINE OF SAID LOT 11; THENCE FOLLOWING ALONG SAID EASTERLY BOUNDARY LINE NORTH 5 DEG. 57' 00" WEST TO A POINT LOCATED 5.00 FEET SOUTHERLY OF THE SOUTHERLY BOUNDARY LINE OF THE CUL—DE—SAC OF ROYAL DRIFT WAY, AS SHOWN ON SAID SUBDIVISION MAP; THENCE FOLLOWING EASTERLY ALONG THE ARC OF A 55.00 FOOT CONCENTRIC CURVE, THE RADIUS POINT OF WHICH IS THE RADIUS POINT OF SAID CUL—DE--SAC, TO A POINT LOCATED IN THE EASTERLY BOUNDARY LINE OF LOT 7, AS SHOWN ON SAID SUBDIVISION MAP. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT LOT LINES. PARCEL III; A 60 FOOT NON—EXCLUSIVE EASEMENT FOR ROAD -AND -PUBLIC UTILITY PURPOSES OVER ROYAL DRIFT WAY, AS SHOWN -,ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER .OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 18, 19 AND 20. )AND WHEN RECORDED MAIL TO: i BUTTE COUNTY WELDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded 1 REC FEE 10.& Official Records I County of I CONFORMED COPY 1.00 Butte 1 CANM J. GRUBBS I County Clerk-Recorderl I I DD 02:16PN l"ay-21806 1 Page 1 of 2 IIII III III I Ilii I III Ili IIII 11 li IIII AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement 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 following: Please see attached property description Date 1,t / VIM, PROPERTY OWNERS: hn W. Nelson Pamela K. Nelson State of California County of Butte On pC>> VA AMkP before me, personally appeared `)I Ohln L>_ . f , ±tLVS\&�% . ��\SO`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(les) 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. WITN�ESSSS my hand and official seal. Signature Seal: .w • LYNETTE GARTON Comm. # 135137 9 A.P. # 0 6-3 70-004 -QQO NOTARY PUBLIC -CALIFORNIA # Q County of Butte W Comm. Expires April 17, 2006 E `J of J2 - C 4 ORDER NO. BU -168173 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 7; AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION,,, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981 IN BOOK 85 OF MAPS, AT PAGE(S) 18, 19 AND 20. , EXCEPTING THEREFROM ALL M_TNERAL,'OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 150 FEET WITH THE PROVISION THAT ANY AND ALL MINING OPERATIONS- SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL, II: AN EASEMENT FOR WATERLINE PURPOSES OVER A STRIP OF LAND 10.00 FEET IN WIDTH, LYING 5.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE WELL SITE LYING WITHIN LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 18, 19 AND 20; THENCE SOUTH 84 DEG. 031 WEST FOR 5.00 FEET; THENCE NORTH 84 DEG. 03' EAST TO THE EASTERLY BOUNDARY LINE OF SAID LOT 11; THENCE FOLLOWING ALONG SAID EASTERLY BOUNDARY LINE NORTH 5 DEG. 57' 00" WEST TO A POINT LOCATED 5.00 FEET SOUTHERLY OF THE SOUTHERLY BOUNDARY LINE OF THE CUL-DE-SAC OF ROYAL DRIFT WAY, AS SHOWN ON SAID SUBDIVISION MAP; THENCE FOLLOWING EASTERLY ALONG THE ARC OF A 55.00 FOOT CONCENTRIC CURVE, THE RADIUS POINT OF WHICH IS THE RADIUS POINT OF SAID CUL--DE--SAC, TO A POINT LOCATED IN THE EASTERLY BOUNDARY LINE OF LOT 7, AS SHOWN ON SAID SUBDIVISION MAP. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT LOT LINES. PARCEL IIT: A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD -AND .PUBLIC UTILITY PURPOSES OVER ROYAL DRIFT WAY, AS SHOWN -ON THAT CERTAIN MAP ENTITLED, "ROYAL DRIFT ESTATES SUBDIVISION", WHICii MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 17, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 18, 19 AND 20. 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. BP060842 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/16/2006 APN: 056-370-004-000 the Business and Professions Code, and my license is in full force and effect. License Class: 1 _ License Number:LqO 523 Site Address: 5677 ROYAL DRIFT WAY FRN Date: Contractor: rk- Map Index: Description: ATTACHED 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: NELSON, PAMELA K AND JOHN W 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 7960 W BUTTE RD 7000) of Division 3 of the Business and Professions Code) or that he or LIVE OAK, CA she is exempt therefrom and the basis for the alleged exemption. Any 95953 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).): 530-870-1802 ❑ 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 Applicant: EXECUTIVE HOMES 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 3042 ESPLANADE year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale.). (530)891-6992 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: EXECUTIVE HOMES pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 3042 ESPLANADE CHICO, CA 95973 Date: owner: (530)891-6992 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: License #: 640583 ❑ 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. I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: ;r- �Ok 1`-4`2-(-, l :� Total Square Ft: 576 S.F. Policy #:_ :1% PI) 7 to GlLe ISO`> O 1 certify that in the performance of the work for which this permit is Valuation: $13,824.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provi ionl/s.,, Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of !�DID compensation, damages s provided for in Section 3706 of the Labor✓✓✓G code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i here 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 ork indi ted above for which fees have been paid. Name: BY ` Date: lU PERMIT EXPIRES 1 U 71 Address: Date ❑ 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 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter u on the ee{above mentioned property for inspection purpos Print Name:'l V Signature: 1 Date: ❑ owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 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 OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name rsl Nam' N Address I F"P9S1zjS3 Cityi,l`/-e O•Ale, State C.4 Phone �� 1 —.b craj'L Phone $.-� _ \ $ 9•ir- Fax E-mail CONTRACTOR Name Address City LH State Zip 9S9'i3 Phone �� 1 —.b craj'L Fax Tg X_ 192S3 E-mail Lick# a Sea Class ) APPLICANT NAME ARCHITECTIENGINEER Name City 1 ^GQ Address "IT-1-71-3 CRY Fax to Zip Phone Address Fax E-mail State License Number APPLICANT NAME Name Address T lrAr�Yi��. City 1 ^GQ State G A "IT-1-71-3 Phone � 1 _ � ,L Fax E-mail APPLICANT SIGNATURE For office use only: Zoning I Flood Zone I _TSRAJ Yes I No Occ. Type Const. Subdivision Name Map Book PageL Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K'1FORMSI6UI1 DIN 5V IC PERMIT NO. bg BP BIN # LOCATION API 1756 _3r1� —vo perty Address! \ V IAL 1..�?_ �/`rA City Cross S reel WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than icense contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name (A� w rrff Address aA G FO RM S18IdgApp1SubRgmts.doc Page 1 of 2 Description or Scope of Work: 2: ' '0lAYM cH `gyp 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 required. 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. Receiv d by: Amount: (� _q( Bldg SRA Receipt #: Sheriff ~1v SMIP Date: `i b (o Other l Total 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 USS . OWNER: � ASSESSOR PARCEL NUMBER _51 �• t!) b Proposed Building Use: 1�R� i C1 Permit Technician: Date:' G� Items required in order to apply for a permit. All b if MUST a checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the pre�arer of the 6la�s. 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. 5 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. ❑ 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 fnd plans, all in duplicate. ❑ 9. Metal bidgs: (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. Hazardous Material Form 12. Acknowledgement of .uilding permit a plic tign without re uire clearances. 13. Other 57 �»L�, � ' (T � �Cj ) Repaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) [A/ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ � 21. Site plan and business license approval from the Cityof Biggs, ..... e7.................. 22. California Department of Forestry plan approval aid. Sen 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Fheck ............. 0 O 24. Contact Land Development about _ Improvements, _ Drainage, ....................... ❑ 25. Fire Marshall,Review (commercial projects only). Sent by: ...................... U26. NPDES Form............................................................................................. N JA 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 Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ­ ......... ­ ... *­ ........... tatement................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... 36. Other: T7f2roVIQC- h2uSSES Def(0,4 W 'Pe)y2_15aSr SI.Ioy ❑ 37. Other: When issued Telephone S 1� I ' uqql�r_ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit applicati or the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by in phone, ❑ mail, ❑ counter, by Dale: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, 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: 7 • Date: Structural approved by: Date: Note transfer by: Date: I, r Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 . www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner NELSON, PAMELA AND JOHN APN No: 56-370-004 Application Date 4/12/2006 Permit No: BP 060842 Permit Type: ATTACHED GARAGE 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 1 - $204.98 NON-REFUNDABLE portion of fees due at application $219.96 RECEIPT FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* c$331:32 $329.94 $1.38 1) Tech/Asst KtGtIF' I UA 1 t Tech/Asst At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant:-� Date: O Pursuant to 1 vernme co ection 66020, you are hereby notified those Items followed by an "*" may have been imposed on our pr ect. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 Butrne CountyDepar�el�tof-Developlxzel�tServrces °��,T'�0 7 Count Center Drive ° \L ° Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile cUUN�y 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: o I need to submit applications for septic andlor 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 9 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: _ �P— CUt P\OA.PN: 0 510 -7D 20 O -Y Building site address: %2 t A l Dl Permit No.: I have read, understood and rata t tl termJ an�con( fitiol as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNA OF APPLICANT DATE A _10ftiumboo— e veClc WOfl'� Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) -Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number:_ — 3�%0 �0 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 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. 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: P_1� L Title: ;_7 - 4 - Date: cp Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program ' Revised 5/24/04 California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# () 6 - O�14 l Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] 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 these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. . [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) 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] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the -17' shall be a minimum of 60 feet in length 1273.06 Roadway Turnouts M Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 FE It Is E Q U I R E M E N T S 1 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issuedan address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space (a) 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. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 Same Practical Effect for Buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved'materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirms if sprinklers are required. ki1d' Date Revised 02/28/06 Darren Read Fire Protection Planning I, F F WA (2) 2"X fCF PLATE HEAt7Et� 211011 MIN. 5aV PLO MOT a SHi;Ail" JON5 (MEW PILE f0 Sf kI}'M --� MA MW ffAV" 518" MN. —� N'P W f0 OPE r/a. NAI. WIIN 8d XMMON GK GPL'J. BOX NAI -5 a 611 O.C. NAND EDGES, MV 12" O.C. N FELD DOLM 5N75 Af CCRM'Z ANt7 COMMA NI1i5 & WX%M MN. v 211 orAB. ANC}iGK vaf5 WITH T' MN. MWAM Ma OI1 lIT PONS HOIAOWN M 1800# MN. Cfi0fY C SIhM50N W2A W5A, OK EQIJi't.) 2"X 5 aE PLAAIE V.4" PLYWOOD fOA 9A9.= -� 1 i 2"X ML 5LL, NAIL Sfhh 5 fAIK a 6" O.C. ----------------------------- -------------------------------- AL ------------------------- AL TERNA TE BRA T-RII UM ------------------------------ QU--------------------------- TALL PANEL 10'Ma im a NOTES: 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. 44 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used. on the second floor of two - story buildings (U.B.C. 232011.4). For Single Story Buildings with Raised Floor 11 ----- Ir----- 1 li ;j it 11 1 1� 1 11 1, 64 1 1to 11 11 II 1l Ij h 1, �1 Ij 1 1 i i la 11 1� ,1 ,1. 1 Ids 1 I 1 6 I rh rh _1111__—..►. _LLL_ � 1 1 1 I I L J— EQ EQ EQ ------------------------------ QU--------------------------- TALL PANEL 10'Ma im a NOTES: 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. 44 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used. on the second floor of two - story buildings (U.B.C. 232011.4). For Single Story Buildings with Raised Floor F, 2326.5.4.5 Unusually shaped Buildings - Continued F • An unusually shaped building, by definition; will occur where construction of portions of a floor level art vertically offset and cannot be tied or lapped -together in an approved manner. ie upped or bed in approved fashion al T } YY 9. TU section Job Trkm% Tnrs Type Qh ply F.�b CIiRAN GARAGE R1834531 WOLVG42f Al FINK 11 1 Reference o tionat , Longtaaow L aer Coo.. Inc., Chico, Ce. 95928.7434, CFE 6.000 6 Jun 17 2004 MiTsk Industries, IM Mon May 02 15:5&A2005 page 1 1240 I 17.7-2 � _,..74-0.0 1-4-0 64.14 S7.2 5-7-2 x4-14 1.4.0 SC919 • 1:43,Z ALL PARAMETERS FOR CALCULATING THE ROOF SNOW LOAD $HALL BE SUBJECTED TO THE REVIEW AND APPROVAL OF 4x8 THE PROJECT ENGINEER OR LOCAL BUILDING OFFICIAL. 4 REACTIONS polalze) 2=1459/0-3-8, 6=143010-3-8 Max Horz2=1 O(load Case 6) Max UpliR2= 39(toad case 5), 6-39(load ease 5) Max Grav2■1523poad case 2), 8-7523(load case 5) FORCES (lb). Maximum Compression/Maximum Tension TOP CHORD 1-2o0n0, 2-34-3137!53, 3-4=2701184, 4S=2701164, 51,3137153, C -7 --WO BOT CHORD 2-t0=612878, >�10=011965, 811--Qit965, 6 a3 0/2876 WE$$ 3-10=744114, 4-1 0 0/909,4-8=-40/909, 5-6=744114 NOTES 1) This truss has been desioned for the wind loads generated by 75 mph winds at 25 h above ground level, using 10.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 ml from hurricane oceardme, on an occupancy category I, wndition I enclosed building, of dimensions 45 h by 24 If vdth exposure B ASCE 7-93 per UBC97/ANSI95 H end ver(icals or canblevers exist they are exposod to wind. If porches exist they are exposed to wind. The lumber DOL Wrease Is 1,33, and the plate grip Increase Is 1,33 2) Root design load is based on 55.0 psi ground snow IOAd; normal terrain, exposure factor 0,7; and normal structure, linportance factor 1.0, 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.0D times live bad - dead load. 5) This truss has been designed for a 10.0 pst bottom chord live load.nonconwrrcntwith any other live loads. 6) A plate rating reduction of 20% has been applied for the Orem lumber members, LOAD CASE(S) Standard i John & Pam Nelson Royal Drift Way i Forest Ranch, CA 95942 1 APN: 056-370-004 ® WAMMIG • 7-9y veatyA pard.Aeters qnq A"D nOIWS ad MM AND DYCLUPM WrtM X1WXltEMCE PACE MU -7479 BEFORE 1756. px,.ipn on&I In we only with Mlek conr.eefon, thy e).,..W„ a bosddonly upon p=rnelan ih*w , Ond h for on ln"ual building component. APPrcabltty Ot design PW vt91,Alw, -W lwopm i amPorotlon of cortponenl a mipo •bafy of D„ doslgnw- not Wu daignm. Hoeing tls fs lor lalecd wpporl d MdMduoi web members orvy. Addiliorwl tarnportsy bxodne to Wwe sloWly dimly consfnxtion is the responsibility of The ai rly, a461'vuud pwrnaneeu.broeing of Its. ovw 11 sk„el— o the e•,pord, ry of the butirrng 0!. 'tj . fes Q.—.A O,ie. onr,• rwo—d••nl lulaiolbn q.wsly rN•M,I, .k.raee., efwsvw,y, m..elion ons Wxlrq. eoroull AN71/fr11 Q -0y CdI d.. e5a-8V —d 8(:511 M,fina remponont Solely Intmmatlon wew„old hore,pw Pluto Insfilufe, Sal D'anofno D1Ne. macro ti W15.1719. - May 4,2005 7i7t G,••,.e•a �.,.• � Kle T Canis Herylxa, CA, 95610 MTek` lu x 8 3x10_ 30 = 30 = 3x4 = 440 440 8.3.4 7.5.8 8-3.4 Plate Offsets.(X2 ,. _.. eJ612:0 5 -1�] ,0- - - — — —�— LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) Vdefl Ud PLATES GRIP TCLL '38,5 Plates Increase 1,15 TC 0.49 Vert(LL) ''-0,18 B•10 >999 240 MT20 220/195 TCDL 1010 Lumber Increase 1.15 BC 0.59 Vert(TL) •0,27 7.10 >999 190 DOLL 0,0 Rep Stress Incr YES WB 0,40 HOIz(TL) 0,08 6 n/a n/a OCDL 7.0 Code UBC97/ANSI95 - - (Matrix) Welght 92 lb LUMBER BRACING _. . TOP CHORD 2 X 4 DF No.198tr G TOP CHORD Sheathed or 3.4.6 oc puffins, BOT CHORD 2 X 4 DF No.1&13V G BOT CHORD Rigid ceiling directly appiled or IG-" oc bracing. WCB$ 2 X 4 DF Std G REACTIONS polalze) 2=1459/0-3-8, 6=143010-3-8 Max Horz2=1 O(load Case 6) Max UpliR2= 39(toad case 5), 6-39(load ease 5) Max Grav2■1523poad case 2), 8-7523(load case 5) FORCES (lb). Maximum Compression/Maximum Tension TOP CHORD 1-2o0n0, 2-34-3137!53, 3-4=2701184, 4S=2701164, 51,3137153, C -7 --WO BOT CHORD 2-t0=612878, >�10=011965, 811--Qit965, 6 a3 0/2876 WE$$ 3-10=744114, 4-1 0 0/909,4-8=-40/909, 5-6=744114 NOTES 1) This truss has been desioned for the wind loads generated by 75 mph winds at 25 h above ground level, using 10.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 ml from hurricane oceardme, on an occupancy category I, wndition I enclosed building, of dimensions 45 h by 24 If vdth exposure B ASCE 7-93 per UBC97/ANSI95 H end ver(icals or canblevers exist they are exposod to wind. If porches exist they are exposed to wind. The lumber DOL Wrease Is 1,33, and the plate grip Increase Is 1,33 2) Root design load is based on 55.0 psi ground snow IOAd; normal terrain, exposure factor 0,7; and normal structure, linportance factor 1.0, 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.0D times live bad - dead load. 5) This truss has been designed for a 10.0 pst bottom chord live load.nonconwrrcntwith any other live loads. 6) A plate rating reduction of 20% has been applied for the Orem lumber members, LOAD CASE(S) Standard i John & Pam Nelson Royal Drift Way i Forest Ranch, CA 95942 1 APN: 056-370-004 ® WAMMIG • 7-9y veatyA pard.Aeters qnq A"D nOIWS ad MM AND DYCLUPM WrtM X1WXltEMCE PACE MU -7479 BEFORE 1756. px,.ipn on&I In we only with Mlek conr.eefon, thy e).,..W„ a bosddonly upon p=rnelan ih*w , Ond h for on ln"ual building component. APPrcabltty Ot design PW vt91,Alw, -W lwopm i amPorotlon of cortponenl a mipo •bafy of D„ doslgnw- not Wu daignm. Hoeing tls fs lor lalecd wpporl d MdMduoi web members orvy. Addiliorwl tarnportsy bxodne to Wwe sloWly dimly consfnxtion is the responsibility of The ai rly, a461'vuud pwrnaneeu.broeing of Its. ovw 11 sk„el— o the e•,pord, ry of the butirrng 0!. 'tj . fes Q.—.A O,ie. onr,• rwo—d••nl lulaiolbn q.wsly rN•M,I, .k.raee., efwsvw,y, m..elion ons Wxlrq. eoroull AN71/fr11 Q -0y CdI d.. e5a-8V —d 8(:511 M,fina remponont Solely Intmmatlon wew„old hore,pw Pluto Insfilufe, Sal D'anofno D1Ne. macro ti W15.1719. - May 4,2005 7i7t G,••,.e•a �.,.• � Kle T Canis Herylxa, CA, 95610 MTek` �unooK�z x4 CONT BKAGE AT ORALE peVIBERS T THAN T 72' ATTACH AT HOF DINT OF BRACE iqj 2-9d UAILS jAeLC- IO 57U0 2x4 HF STRONMACK . 'HAIL TO LEMUR ^V 10d o 12' 0L1 2X4 W "!D� AWL TO VERTICAL W/ IOd NAILS) P. �--A35 WWX TO RAT Zx -N-3 AT 48' of, T A _ NOTE= IH15 DETAIL MAY BE U5W FOR TRU. ES HTH PITCHED SL_ AL50. '(0) OPTION TO kM PLATING. IrE i3) - 2' WIRE STAPLES (0.= DIAA5 6A) TOENAILED THTC) CHORD INTO KM 4 11-M WE5 INTO CHOW OH ONE FACE FOR A TOTAL OF 6 STAPLES. (PU. (51) t (NI) K6'r BE FLATW. 2x6 O A60NAL MACE o 48' O.G. 2x4 int O K Nod NAIL5 EACH ENR &-IOd COh9'ION NAILS ® MAX UNBRACEV U N5TH OF 6ABLE aD STUD, (20 FNR4 ARCIO - 5TANDAR7 - v -r . 01 AND 13TR =.T-4" TO PL I5:0 P5F G NOTE, GAOLS W DESIGN BA5M BDL F HLL OA FSP5F ON 15 MP1i WINK, Droam 'B' TOT.W. 50.0 PSF AT 0-25 FEET WAK HEIGHT, OLRFAC. IJ5 TYPE OF -M MAIL Date: 10=1b-02 Gary Hawkins JOB NAME LQUOM ow 1111 Drawn: AK CITY, STATE CHIW, GAlrI892 FMIA Job no.: 02-11b cs3o 0)0Q30 oo 1 970 RIDGcwOOD On �•Sfi.l O F'Nt:(S"�Ok3030532 CNICO. CA 95973 pay=h0abcyobciml Symbols PLATE LOCATION ARID ORIENTATION 3�4" 'Cenie- plate on joint unless x, y A� ofisels are indicated. Dimensions are in ft-In-sxteenths. Apply plates to both sides cf truss cnd secu ely seat. 0 1/l a' T i *For 4 x 2 orientation, locale plates0•11u from outside edge of truss. 'This symbol indicates the iequired direcl:on of slots In connector plates. Plate location details avalloble In MITek 20/20 software or upon request. PLATE S12E �I - - The first dimemion Is thewldih 4 X 4 perpendicular to slots. Seco nd dimension is the length parallel to slots. LATERAL BRACING Indica'ed cy symbol shown and/or by text in the Lxacing section of the output. Use T, I or Elrminalor bracing it indicated. BEARING Indicates location where bearings [svpports) occur. Icons vary but recction section Indicates joint number where bearings occur. [nduslry Standards: ANS'ITPI1: National Design Specificotion for Netol Prate Connected Wood Truss Construction. DSB-69: Design Standard for Bracing. 6CSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Vdocd Trusses. 0 Of O x V a O Numbering System 6-4-13 1 dime r ons shown -n ft -h -sixteenths 1 2 3 8 . 7 6 5 JOINTS ARE GENERALLY NUMBER EDAETTE RED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/ LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 9&4,3.96-2D-1. 96-67.84-32 [CBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B.9511. 9432A MITek Engineer[ng Reference Sheel: Mll-7473 0 Or O x V 0- R ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. dragonalorX-bracing, is always requ:ed. See BCS11. 2. Never exceed the design lood'ng shown and never stack materials on inadequately lxaced trusses. 3. Provide ccpres of ibis truss design to the building designer, erection supevsor, properly owner and all other interested parties. 4. Cut members to be -or tightly agoinsl each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses wifl be suitably protected from the environment in accord vrith ANSI/711. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this deign is not applicable for use with fire retardant or preservative freated lumber. 9. Camber is a non-structural consideration and is The responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements_ 11. Lumber used shall be Cf the species and size, and !nail respects, equal to or bef ter than thol specified. 12. Tap chords must be sheathed or puTl;ns provided of spacing shown on design. 13. Bottornchords req ure lateral bracing at :0 it. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do no:` cut er alter truss member or plate wilhaut prior aply. o,, -al of a professional engineer. , 16. Instoll and load ve_'ficallyunless rndica!ed otherwise. (D 2004 M11ek® ------------ Assessor's Parcel Number: o a © - o a a — 0 0 0 Scale: 1" _ L) 'D 0U T TF„ caner Name p Address / Phone No. 0 Site Location�5-s-Y,«i .Contact: Name vev'A Phone b 0� 9 0ctobrJ2CO3 Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: 9 -.....--1 an capjag; . ... .. ... .. .. ... .. ............ ............................. .. .. Signature ....... ............................ . ............. ................. Assessor's Parcel Number: 0 ©— 0 © F61 — 0 0 Scale: 1" — L) 'b / 11 Owner Name ���� i �Fia. 1,50 °: Address / Phone No. al �� l,� - �y�'si 9 v`]., 1 -NJ -F— b,A4 Site Location 0y ev fl ��i W 00C � Contact: Name on rI Phone Odcbr j_,, 2003 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres a.00r L .. PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: SITE FLAN --7-... 1........_.....- ............._....._... .......... ......_....._.... .. ... .. .. : S ................. .. .. ............ .. .. .. .. .. .. ..- . .. ..................... :.. ..:. .. .. .. .............. .. .............. :....:_.....:......:............:......:.....:........................... ... ._ .. ... .. .. ..:.. ..:. .:.. .... '. =moi•-- .... .i. ►:. . _._..........._..... _............ - t. .. .............. ._ .. ... .. .. ............ _ ... .. _l. _ ... _ ... .. .. . 1.. .. ... .. .. 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AQP... .... .................. .....:,_............._..........................................................._....._........................................ r � ..................... ; .- P assessor's Parcel Number: O� 50 ©— ©� — °0 '❑ Scale: 1" - '� �� Jwner Name 'b °I Address / Phone No. �i ° 9,ti� d Site Location Fn- o�1 1'::� Sb q5-�-n contact: Name X^- t,'c��E���'� "A Phone S� 1- b � 9 Ooeob.r a3, 2003 FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING:. Size, Acres GEN PLAN: a.oa" USES.: SITEPLAN ................................................ }....... ,........................................... ................................................. .......................................................... Assessor's Parcel Number: o� 50 ©— 0 © K — 1°1 °K BI Scale: 1" o, Owner Name 0 Address / Phone No. P1 �l �'0 1� - ��t`� L�J� b,Ai� 92?ii$02 acOU Site Location Contact: Name o'A Phone od,i, 200, FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" ............................ ............................. PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: Q x r L4 3(u -c b,N-4 E-Ac� c 71b }1ar<i'1 1 Zn q% a-? SEE ALTERNATE BRACED WALL PANEL DETAIL FOR WALLS LESS THAN 4 FEET IN LENGTH 4. f 15NC" �� .�O! �•S `� ��/' - tom. ` . •-��- r-3/ J�i �o L I ✓� St-,Ar3 • ELECTRICAL NOT PLAN CHECKED CDx �1ib uaFF S�t '3-aAg2n -{Z-A 7.- Aald 14U5410 G};olz $oL'S` i 6� �-" of - PL,.ATiE ,ZnX,Z�x V)6* r�s� Fps Cia k 1� . f . California Department of Forestry and Fire Protection Butte County Fire Department C Fire Safe Requirements Permit# Under authority of public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are muumumsand may be superse1 by Butte County local regulations, which equals or exceeds these standards. Butte CountyBuilding Inspectors make compliance inspections. 1272.00 Maintenance of Defensible Space Measures T pq To ensure continued maintenance of properties in conformance with these standards and measures and to 1�-1 assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. Driveways R 1273.10 shall coin 1 with public pq (a) All new driveway construction or an extension of an existingdriveway p Y Resources Code 4290 roadway requirements. E [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. pq (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the 800 feet, turnouts shall be provided no more than R midpoint of the driveway. Where the driveway exceeds 400 feet apart. [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be E within 50 feet of the building. 1273.02 Roadway Surface pq The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire be capable of supporting n Q engines. Surfaces should be established in conformance with local ordinances, and a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and T T v turnarounds. GradesI 1273.03 Roadway [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [XJ (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface 50-100 feet radius; 2 feet to those from 100-200 feet. width of 4 feet shall be added to curves of [X] (b) 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. M 1273.05 Roadway Tumarounds Y ed in this article. The minimum pq Turnarounds are required on driveways and dead-end roads as specified line of the road. If a hammerhead -T is used, turning radius for a turnaround shall be 40 feet from the center the top of the "T' shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Pq Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. S Revised 02/28/06 1273 07 Roadway Structures ridges, culverts, and other appurtenant [X] (a) All driveway, road, street, and private lane roadway structures (B g least structures which supplement the roadway bed or shoulders) shall be construe ed to carry at hicle Code Sections 35550, the maximum load and provide the minimum vertical clearance as required by 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. pq (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [XI (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 127410 Installation, Location and Visibility of Addresses [Xl (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [x] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [XI (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 276.01 Setback for Structure Defensible S ace (a) 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. ry s is [ ] Your parcel is larger then 1 acre b�ut your rmirurnthe nun►ter of the mad. Yosetback for u afis and re required�o meet he same less then 30 feet from property practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 Same Practical Effect for Buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers aired to install residential fire [X] If your property was part of a parcel split after January 1, 1991, you are req sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. (r 04.1 0� Date Revised 02128/06 Darren Read Fire Protection Planning GENERAL CONDITIONS: 1-1 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. Streamline is not the Engineer of Record for the project. The Builder is responsible for coordinating with other trades and scheduling inspections. All work is subject to Building Department field inspector's approval, 1-2 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer In writing of any discrepancies. before purchasing materials or scheduling labor. 1-3 All construction and methods shall be In strict conformance with the applicable provisions of the 2001 CBC, and the latest edition of the UMC, UPC, NEC, and applicable Municipal, State, and Federal regulations including OSHA safety standards. The Builder shall provide all measures necessary to protect people and property during construction. 1-4 The Engineer is responsible for the foundation design only. Should any changes be made from the design as specified In these drawings without written approval from the Engineer, then the Engineer will assume no responsibility for any element of the structure. 1-5 Additional plans (site plan, roof drainage, plumbing, heating and ventilation, mechanical, mfg, home etc.) by others, unless otherwise noted or indicated on the drawings. 1-6 The Builder is responsible for preventing water infiltration into the building through the roof, walls, or floor. 1-1 The contractor or owner shall determine if the structure Is in a flood plain t notlfy the engineer In writing if it is. The foundation is not designed to resist the effects of flooding. 1-8 Building design criteria (i.e. snow load, wind speed/exposure, seismic zone etc.) is determined by others. It is not the responsibility of Streamline Engineering to verify the accuracy of the design criteria. 1-9 The contractor shall not obtain finished dimensions by scaling from the plans. Scales shown are for reference only. 1-10 Design and Installation shall be in accordance with the Fleetwood Homes Installation manual. The builder shall be responsible for following proper set-up procedures. 1-11 Where no specific detail is shown, the construction shall be similar or identical to that indicated for like areas on the project in accordance with relevant building codes. If the builder Is not clear on how to construct any elements represented by this plan, he should contact the engineer before proceeding. FOUNDATION: 2-1 The Builder Is responsible for locating all burled objects that may be encountered but that are not shown on these plans. The foundation is designed to be placed on a level pad on undisturbed and non expansive soil. The Builder shall notify the Engineer in writing if any unusual soil conditions such as organic soils, expansive soil, clay, or uncertified fills are found at the site. 2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as existing grade provided compaction tests are presented to the Engineer Indicating a minimum compaction of 90% relative compaction per A5TM 1551. Fill material shall be free from debris, vegetation, and other foreign substances. Cuts and fills are to conform with CBG Appendix 3312 and 3313. 2-3 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. 2-4 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 5 feet. 2-5 The Contractor shall be responsible For determining the exact location of all anchor bolts, prior to placement of concrete. 2-6 Anchor bolts to be 1/2" diameter x 1" minimum embedment into concrete spaced per plan. Bolts shall be located within 12" of each end of 2x sill plate with a minimum of two anchor bolts per sill plate. Anchor bolts shall have 2" x 2" x 3/16" steel washer. 2-1 Foundations supporting wood shall extend at least (b Inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground. 2-8 Provide an I8"x24" under floor access. 2-9 Provide 6"x14" screened under floor vents per code. 2-10 Wall stems may be 8" cmu with all cells grouted w/#4 is 24" o.c. horiz. S vert. CONCRETE: 3-1 All concrete shall have a minimum of 5 sacks of cement / cubic yard, a maximum slump of 4" +/- I" and a minimum f'c=2,500 psi after 28 days curing unless otherwise noted. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. 3-2 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 3-3 Aggregate shall conform to A5TM C-33 and shall not contain materials which are alkali reactive as determined by A5TM C-221,289, and 295. 3-4 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBG appendix, chapter 19. 3-5 Water proofing of foundations, retaining walls, and slab on grade is the responsibility of the Contractor or Owner. 3-6 Vibrate concrete around all bolts, rebar and surfaces. 3-1 Construction joints shall be clean and wet prior to pouring concrete. 3-8 Concrete shall have a water -cement ratio of 0.45 Ib./1b. or less. STEEL: 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and A5TM A-615, Grade 60 for 05 bars and larger. All rebar to be deformed and all splices shall not be less than 40 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - O" minimum. 5-2 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposures 05 bars and smallerr 11/2" 5-3 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete placement. 5-4 Bolts, nuts, and lag screws shalt conform to the provisions of A5TM A-301, Grade A, 5-5 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. FRAMING / LUMBER: 6-I All wood bearing on concrete shall be pressure treated Douglas Fir Larch. 6-2 Provide 2 x 2 x 3116" plate washers on all foundation anchor bolts: 6-3 Where anchor bolts have been incorrectly placed (not including holdown anchors) or -for retrofit construction, use Simpson RFB •5 x 10 w/ ET -22 epoxy and 1" embedment in concrete, and install per manufacturer's recommendations. If the location is less than 2" from the edge of concret6, Engine)er's approval is required prior to installation, Special inspection Is required. Locate and avoid all existing reinforcing prior to drilling. 6-4 All bolts and lag screws shall be tightened upon installation and retightened before closing in or at completion of job. 6-5 Lag screws shall be screwed, not driven, into pre -drilled holes of 2/3 the shank diameter. 6-6 Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than the nominal bolt diameter. 6-1 Structural members shall not be cut for pipes, etc. unless spectfically noted or detailed. 6-8 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured Simpson Strong-Tfe Company or equivalent, installed per manufacturer's recommendations. 6-9 Nailing schedule per Table 23 -I1 -B-1 of the 2001 CBC, 6-10 All nails shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be galvanized. SEE TABLEII 11 ALTERNATE #1 =EL MAIN PAIL ,OD WEDGE SHIM 8 x 16 MASONRY BLOCK DISTURBED SOIL INTERIOR PIER DETAIL 2x4 PONY WALL STUDS AT 16" O.C. X _z Q 0 rn N D D D 1211 STEEL MAIN RAIL WOOD WEDGE SHIM 6 x 8 x 16 MA50NR'Y BLOCK 2x12 PRESSURE TREATED PLATE MIN, OF 24" LONG OR USE "ABE5CO" PADS INISTALLED PER MANUFACTUPIER'S SPECIFICATIONS EQ EQ UNDISTURBED SOIL ALTERNATE #2 MOBILE HOME BY OTHERS N.T.S. 2x4 TOP PLATE 8d GALV. (@ 6" O.C. EDGES 16d NAILS 0 12" O,C, 3/8" CDX OR EQUAL W/ 8d 0 6"/12" OR 5/16" HAPDIPANEL SIDING WITH 8d HOT DIPPED GALV. NAILS (@ 6"/12" INSTALL PEP MFG. RECOMMENDATIONS 2x4 PRESSURE TREATED SILL 8d GALV. 0 6" O.C. EDGES 12" FIELD UNDISTURBED SOIL 1/2"x10" A.B. WITH SPACING PEP TABLEIII ON THIS SHEET WITH 2"x2"x3/16" THICK STEEL WASHER #4 TOP $ BOTTOM U.O.N FOOTING DETAIL TABU I STRUCTURAL CALCULATIONS: FOUNDATION ANCHORAGE FOR SiNGLE- O O MOBILE HOME ANCHORAGE TO FOUNDATION: FAMILY RESIDENCE BASED ON THE Wbldg PER PLAN 2001 CALIFORNIA BUILDING CODE: I6" x l8" PER PLAN WEIGHT of BUILDING (WT) = 15 KIPS I6" x 23" PER PLAN 3000 16" x 21" © WIDTH OF BLDG (Wbldg) = 40 FT. GRAVITY LOADS: 24" x 24" PEP PLAN 5000 24" x 30" LENGTH OF BLDG (Lbldg) = 10 FT, 6000 30" x 29" PER PLAN 1000 30" x 34" HEIGHT OF BLDG (Hbldg) = 8 FT, ROOF: COMPOSITION SHINGLES 3.0 PSF 32" x 36" PER PLAN 9000 36" x 36" HEIGHT OF RIDGE (Hrld e) = 15 FT, 9 1/2" OSB OR PLYWOOD 1,5 PSF 36" x 40" PFER-I)PAMN 11,000 36" x 44" PER PLAN FRAMING 3.0 PSF U PEP PLAN 113,000 36" x 52" LATERAL FORCE PERPENDICULAR TO RIDGE R-30 INSULATION COPTIONAL2.0 PSF 9 WIND FORCE (Vwind) = Pwlnd * (Lbldg/2)* (Hrldge - Hbldg/2) 5/8" GYPSUM WALLBOARD 3.2 PSF Vwind = 8.1 K MISCELLANEOUS 1,3 PSF SEISMIC FORCE (Vseismic) = (WT/2) * K DEAD LOAD 14.0 PSF Vseismic = 6.6 K (WIND GOVERNS) LATERAL LOADS: O ANCHOR BOLT SPACING (ABspacing) = 0.160K/BOLT * Wb1dg/V ABspacing= 42 in MAXIMUM. FLOOR PLAN SEISMIC: 2.5.* 0.36*W = 0.164 W FOR LIGHT LATERAL FORCE PARALLEL TO RIDGE 5.5 FRAMED SHEAPWALLS WIND FORCE (Vwind) = Pwind * (Wb1dg/2)*(Hrldge - Hbldg/2) WHERE R = 5.5 Vwind = 5.0 K SOIL PROFILE = Sd FOP STIFF SOIL Ca = 0.36 PEP CBC TABLE I6 -Q 12 SEISMIC FORCE (Vseismic) = (WT 2) * K / p= 1.50 �4 Vseismic = 6.6 K (SEISMIC GOVERNS) (MAX.)5 E= p * VW 0.245 W/1.4. = 0.11 NET FORCE = 0.245 W11.4= 0.115 W ANCHOR BOLT SPACING (ABspacing) = 0.160K/BOLT * Wbldg/V ry ABspacing= 96 in. MAXIMUM WIND: EXPOSURE = C METHOD 2 61 WIND SPEED = 80 MPH = l.3 9 USE: 1/2" DIAMETER x 10" ANCHOR BOLT AT 42" O.C. qs = q5 16.4 Ce 0-15' = 1.06 ALONG THE WIDTH OF THE BUILDING AT LINE OA Cq *qs *Ce = 0.0226 K5F 1/2" DIAMETER x 10" ANCHOR BOLT AT 12" D,C, Wbldg ALONG THE LENGTH OF THE BUILDING AT LINE OI t 0 I 2 ELEVATION OF ENDWALL SEE TABLEII 11 ALTERNATE #1 =EL MAIN PAIL ,OD WEDGE SHIM 8 x 16 MASONRY BLOCK DISTURBED SOIL INTERIOR PIER DETAIL 2x4 PONY WALL STUDS AT 16" O.C. X _z Q 0 rn N D D D 1211 STEEL MAIN RAIL WOOD WEDGE SHIM 6 x 8 x 16 MA50NR'Y BLOCK 2x12 PRESSURE TREATED PLATE MIN, OF 24" LONG OR USE "ABE5CO" PADS INISTALLED PER MANUFACTUPIER'S SPECIFICATIONS EQ EQ UNDISTURBED SOIL ALTERNATE #2 MOBILE HOME BY OTHERS N.T.S. 2x4 TOP PLATE 8d GALV. (@ 6" O.C. EDGES 16d NAILS 0 12" O,C, 3/8" CDX OR EQUAL W/ 8d 0 6"/12" OR 5/16" HAPDIPANEL SIDING WITH 8d HOT DIPPED GALV. NAILS (@ 6"/12" INSTALL PEP MFG. RECOMMENDATIONS 2x4 PRESSURE TREATED SILL 8d GALV. 0 6" O.C. EDGES 12" FIELD UNDISTURBED SOIL 1/2"x10" A.B. WITH SPACING PEP TABLEIII ON THIS SHEET WITH 2"x2"x3/16" THICK STEEL WASHER #4 TOP $ BOTTOM U.O.N FOOTING DETAIL TABU I PIER BASE OR POURED IN PLACE CONCRETE FOOTING DIMENSION ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF SEE FLOOR PLAN FOR MINIMUM PIER CAPACITY UNDER RIDGE SUPPORT POST MAXIMUM PIEP LOAD5 (LBS) SEE NOTE 1 FOOTING SIZE FOOTING DEPTH 1500 16" x 14" PER PLAN 2000 I6" x l8" PER PLAN 2500 I6" x 23" PER PLAN 3000 16" x 21" PEP PLAN 4000 24" x 24" PEP PLAN 5000 24" x 30" PEP PLAN 6000 30" x 29" PER PLAN 1000 30" x 34" PER PLAN 8000 32" x 36" PER PLAN 9000 36" x 36" PEP PLAN 10,000 36" x 40" PFER-I)PAMN 11,000 36" x 44" PER PLAN 12,000 36" x 43" PEP PLAN 113,000 36" x 52" PEP PLAN N.T.S. TABU ]I FOOTING SIZE FOR INTERIOR PIERS ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF ON -CENTER PIER SPACING PIER LOAD FOOTING SIZE 6' 2132 # 24" x 13" 8' 2848 # 24" x 11" 10' 3553# 24" x 22" F_ 12' 4264 # 24" x 24" TABLE HI ANCHOR BOLT SPACING AT PERIMETER 5TEMWALL LOCATION OF ANCHOR MAXIMUM WALL LINE BOLT SIZE SPACING OF BOLTS SHORT WALL 1/2" DIAM. 34" O.C. AT EACH END = F J 1.03 C4 LONG WALL 0� SCALE: AT EACH SIDE 1/2" DIAM, 12" O.C. FOUNDATION DESIGN,, CRITEPIA THE FOUNDATION AND ANCHOR BOLTS SHALL BE DESIGNED IN ACCORDANCE WITH -THE 2001 CBC AND DESIGNED FOR THE'.FOLLOWING CRITERIA: MAX. WIND SPEED: 80 MPH WIND EXPOSURE: C SEISMIC ZONE: 3 SOIL BEARING: 1,000 PSF SNOW LOAD: 120 PSF 2 x 6 x 8" PRESSURE TREATED BLOCK WITH SHIMS 6 x 8 x 16 MASONRY BLOCK UNDISTURBED SOIL I— �D I_I D - D D --I U SEE TABLEI rel FOOTING DETAIL 2-#4 REBAR EACH WAY N.T.S. MANUFACTURED HOME BY OTHERS 3/8" CDX OR EQUAL W/ Sd (@ 6"/12" OR 5116" HARDI PANEL 51DING WITH 8d HOT DIPPED GALV. NAILS 0 6"/12" INSTALL PER MFG. RECOMMENDATIONS PLYWOOD SPLICE 3/8" CDX OR EQUAL W/8d (a 6"/12" X 4x6 RIM WITH VENT PER CODE _Zd 2x4 PRESSURE TREATED SILL t+l • -III—I D —III Y D I UNDISTURBED SOIL I N " 1/2"x10" A.B. WITH SPACING PER TABLEIII ON THIS SHEET WITH 2"x2N3/16" THICK STEEL WASHER 1211' #4 TOP,$, BOTTOM U.O.N. 4 FOOTING DETAIL N.T.S. BUTTE COUNTY BUILDING DIVISION APPROVED 7- X,`l to R 41 ,. 3 C y 6 .s OF J4jin�co ■ z z0 z CC toLL o �ozaJo o O� V� = Cc Ix'LU S2 ZOO to � -LU � z�� z a z� W o Cc oc tL v O OO THE DESIGNS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. � V W a V Q NW G p DESIGN: a J d = F J 1.03 C4 ,'IMP 0� SCALE: rd JOB N0. 281 Z _� o FZp�p Vd'dlWQ ■ z z0 z CC toLL o �ozaJo o O� V� = Cc Ix'LU S2 ZOO to � -LU � z�� z a z� W o Cc oc tL v O OO THE DESIGNS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS DESIGN: JMR CHECKED: JMR DATE: 4/9/06 SCALE: SHOWN JOB N0. 281 SI EE -T NQ Sm I