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047-690-168
2 ,.-., 5'" -•+.. '�.-«.. i' iii'` _ � "a ... „ ,L«^�... _ '�� .'"SYI���i - `+r[. - ���""' r- l.. - ._ .. _., - -"., � - 47-25-168 4 VINCENT TONELLI _; J 'E/S Meridian Rd, 4 mi NE Hwy 99, Chicon, ° :Permit#1198.0-78P,,E(uti.l, MH). -Ped. ELEC 5/18/78 200 •amp..100 amp. `Tit *' , GAS 5/18/78 LPG, 3/41' 61' ''.• w:x SUPPORT STRUCTURE REQ N0 COMPACTION _TES T..REQ_ NO . • - _ a ;'" 47=25-168 /1 `� �% �� .�: Contr : Oakmort. center ,M- %� (9�<.. l /,fi' PPrm8MHI `Qf el' Is -sued r^•+ �•�5/22/78 f ` Y a 47.-25-168 Permit��2898-78B(new, open deck/MH) �. 047-690' Q1Y� '�� 03-2086 ' Q HiJMPHREY, BILL 4729:KILKARE„CHICO .;'. INALE J CONT'BRODERICK, BR UC 47 � g EX MH PERM FND EX SITE fi , 'j ”" 047-690-002 OS -2893 STEVENS; DENNIS",' 4729 KILKARE LN"CHICO wr, f Cont OWNER -DEMO MH (REIVMOV L) p ' ' 05-3205 047-690-0021... STEVENS, DENNIS ' 4729 KILKAREI�_} Cont: GREENE , 00 NSF(LIV, GAR, ) CEL i Wg�m m �Mft P -m- --I LM�Ililm N®TES Butte County Department of Development Services. o�Tre, Haan . 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 www.buttecounty neydds •• CDU N<y RESIDENTIAL APN: 041 (09 ' 00Z Permit No. Owner. ST& V EMS Site Address: 9-1ZUTA u Contractor. TypeofPermit: Ery\o REMOVF'\L QF jy\0i3'1LE7 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 6FF 91 7Z i4 OFF M6/Z(0[/++d P-10, . DATE JOB FINAL ( ✓ O r SIGNATURE, , = OK 0 = Not RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 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 Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel -BI ockouts-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 11 Wtr Pipe; Test-Anchrs-RgitrService Test _ 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 GirdersSills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn _ 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic \c \ c o'er a o' 4& DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties -Pu rlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc - 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clrnc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtri Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain . 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 411 o� 87 Stucco Brown -Finish o'er o'er 88 AC Unit Dscnnct, Elec-Plmb 89 Vrits abv Roof, Plmb-Appinc-Frplc-CImc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or [DAL 98 Address Posted AC Wire Sz ga ❑CU or DAL 99 Fire Sprinkler 48 Range Circ ga ❑ CU or DAL Oven Circ ❑ CU or ❑ AL -go Insulated Neutral ❑Yes ❑No o�0 0•\c o,' 0\s 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 . =OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaII/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete W 6 Yard Gas; Loctn-Test-rap Nat Q or LPQ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S'C O V E R S'C A R P O R T S 'GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 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-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pnlboards-Insultn 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 ,s �C O O C O� Os 0� Pool Drawing BUTTE COUNTY PERMIT NO. °OurrF° DEPARTMENT OF DEVELOPMENT SERVICES BP052893 o ° BUILDING PERMIT 24 HOUR INSPECTION N: (530) 538-7835 (OROVILLE) (530) 891.2834 (CHICO) OFFICE M (530) 538.7541 FAX#: (530)538-2140 !• •-- WEBSITE: w .buttecounty.net\dds c�UNty° LICENSED CONTRACTORS DECLARATION 1 herebyofMm under penalty of P." (hat I am ticen.ed under provisions or Chapter 9(commendng with section 7000)of Division 3 of Issued Date: 10/20/2005 APN: 047-690-002-000 the it., c and Professions Code, and my license Is in lull farce and affect. License Class: License Number. Site Address: 4729 KILKARE LN CHI Dale: Contractor. Map Index: Description: demo mh, (removal) OWNER -BUILDER DECLARATION I hereby oMnn undar penally of pequry that I am exempt from me Contractors' State License Law lar the Idtowing reason (Sec 7031.5 Business ane Professions code: Any lily an County when requires o Owner: STEVENS, DENNIS ' permit to Construct. alter. improve, demolish. at repair any structure. prior to Ile issuance. also require. the aDWkaOf for such Dennit to ate a 50 CASA DEL REY CT. signed elelemenl that he or she is Iirermea pursuant to ate provielons of CHICO, CA. 95926 the Corum ors Slab License Law (Chapter B commencing with Section 7000) of Division 3 al me Businase end Professions Code) or mal he or , 95926 ' she Is exempt theralrom and the basis for the alleged exemptiM Any violation of Section, 7031.5 by any epytiCont for a DomJb cugects me , applicant to a civil penally of not more than Me hundred dollars (3500).): I, as owner of Ne property, ar my employees with wage. as (half work. and the amtor) is not sole Compensation, will do the to ' Intended or offered for sale (Sec. 70". Business and Profaselons Applicant: STEVENS, DENNIS Code: The Contractor.' State License Lew does not apply to an of property who builds or Improves thereon, end wnd doec ownent , 50 CASA DEL REY CT. suhimself of herself or through hie or her own MPlayeas. workr CHICO, CA. 95926 provided mal Such improvemonu ere not Intended or offered for 95926 aate. 11 haver, the building or Impro funeraa are cold whid. one year of comph,aw. be ,nvnar-0uilder will have the burden of ProvingNal he an SHO did not build or Inprove for Uro purpose of sa19.). O I, as owner of me properly. am exclusively connecting with licensed contractors to Con,muct me project (Sot. 7041, Business and Professions Cade. The Contractors' Slate License Lew does Contractor: nal appy to an owner of pmperty who builds or Improves Iheraw end who Centreds for such projects with a Comredar(s) Ikansed pursuant to the Connector.' Slate Lienee Low 1. ❑ 1 em Exempt under Ankle 3 al the Bn s nd Professlona Code Dalo:�Ownar. ' License M WORKERS' COMPENSATION DECLAR ION I hereby affirm under penal,), of pmJury we of the following dedare0ons: O 1 have and will rn.meln o CodiScate of Consent to bell -Insure for work..' csmp."selion. asprovided for by Section 3700 of the Labor Code. for the performance of th, work for which Ws pemdl Architect: . Is issued. Engineer: O 1 have and will maintain workers Compensation Insurance. as required by Section 3700 the Labor Code, for the performance of the wank larwhichthis permll is issued. My workers' compansado t Insurance .ander and policy number are: �7 C.niec Total Square Ft: 0 S.F. Valuation: $0.00 Census Code: . a: 71, I certify that In the Pertormemo of the work Ian wNd1 Ws pertNl Is / issued. 1 thea not employ any parson In any manner e° oa become Wbjed to the workers' compensation taws of California. and agree that If I should become subject to me workers' c°mpen.adon provisions of Section 3700 of the Labor Code. I shell forthwith Comply Wm Nose provlSlons. A, ptiCo,CWARNING: Fegura to tur�1-Donaadon cove.ga Is uNeWul, and shall subject an employer to vlminal penalties and one hundred thousand dollars (St00,000). In addition to the coal or Comporsetion. damages as pravloed lan In Seldom 3708 of the Labor Code. interest, and attorney's lees. CONSTRUCTION LENDING AGENCY vim, This Parma I ereby issue. r I applicable provisions of me 8,,w C NN unry ('oda en hereby otrom that mere is a comirucaon lending agency lar the Ws.p-91Is Issued (Sec 3097 CN.) Reeoiullo to do work I ap 1 d al ve far N fees haus been paid. �J /'•� ?© -_Q performance of the work nor ,tkh Name: By Data: PERMIT EXPIRES ON: Addiesa: O 1 hereby certify that the use of W. facility shall comply with Sections 25505, 25333, and 25534 Of me California Health end Solely Code, which regulate lite storage, handling and use of hazardous materials. O Notch ado, in accordance with Section 19827.5 of California Health s Safety Code Is not applicable to the schodNed con.WCllon of Ws project. _ O Attached are Copies of the required E.P.A. no1111calion lorms. 1 hereby cenlly IhsI I have read this application. that the Soave Information U torted. and Incl I am me owner or the duly authorized agent of the owner, 1 agree to Comply Win as County and state lawn relating to building mnsmuctim. I B&Mwtadge I11. unisMul to altar me aubSl.nee al any offs i l form w do umani of Bulla County. thereby eulMrize repr—ntplof Bull. County Won upantheabove mentioned propany for inspection purposes 1h1'a Print Name:PJAY0 1 �a�'i Ph IfeC.I Slgnewre: Dote: �..�/� tea- . O Owner 0 Contract" Agent lar Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit. subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ja I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who. builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1am Exempt under s unnder Article 3 of the Busin , nd Professions Code Date:Lf I,L�,ti4� Owner: WORKERS' COMPENSATION DECLARA#jON I hereby affirn under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: tt: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to s cure' workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for,in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY 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.) Name: Address PERMIT NO. BP052893 Issued Date: 10/20/2005 APN: 047-690-002-000 Site Address: 4729 KILKARE LN CHI Map Index: Description: demo mh, (removal) Owner: STEVENS, DENNIS 50 CASA DEL REY CT. CHICO, CA. 95926 95926 Applicant: STEVENS, DENNIS 50 CASA DEL REY CT. CHICO, .CA. 95926 95926 Contractor: License #: Architect: Engineer: Total Square Ft: Valuation: Census Code: do work PERMIT EXPIRES applicable provisions of the Bntte County Codes anrVor for w ch fees have been paid. may, Date: �y r O ❑ 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 do ument of Butte County. I hereby authorize represeNvef ButteCount toent upon the above mentioned property for inspection purposes Prins Name: D Signature: Date: Owner ❑ Contractor Agent for Owner 0 Agent for Contractor 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 APPLICA TION "PLEASE PRINT CLEARLY" OWNER Last Name �2�Y� first Name6�1 Address�— City G L� State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: CONTRACTOR Name Flood Zone Address SRA City No State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name Flood Zone Address SRA City No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name Flood Zone Address SRA City No State Zip Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning Property d s Flood Zone Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPI��ZS9�71 BIN # LOCATION /7 6,:t AP# 0L/ 7— Property d s SRA Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b� Amount: Bldg SRA Receipt #: Sheriff t �2� �� v SMTP rt� Date: Other r2� ' Total K:\FORMS\BLIILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations.. ' ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5.., 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 10/20/2005 09:30 5308939592 DENNY STEVENS D.FNNV STEVENS 1530 Humboldt Rd. Suite 5 Chico. csk 95928 ir %1*0- Monet 530-893-0793 Fix 530-893-9592 Fax Prom -Pe�? t .. ................. .. V A Daw ;)L Pan 66 0 urgent YrFor Review D Ple=e Camma-M 0 Ploosse, Reply 0 Pf--=e RecycOe PAGE 01/01 r RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 30 -Jul -2003 2003-0050309 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described. with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. BILLY JOE HUMPHREY AND CHERYL HUMPHREY REAL PROPERTY OWNERILESSOR CITY COUNTY STATE ZIP 4729 KILKARE LN 530 538-7541 BUILD7 PERMIT N O.,' MAII!`a ADDRESS - - CHICO BUTTE CA 95973 CITY COUNTY STATE - ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2086 530 538-7541 BUILD7 PERMIT N O.,' TELEPHONE NUMBER - - SIG ATURE OF LOCAF AGENCY OFFIMAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO CHAMPION UNKNOWN- CHAMPION MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 097219DO885DA/B 60'x24' CAL052256/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNLVLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 047-690-002 SEE ATTACHED J HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. ORDER NO. BU -176585 LN 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 -A: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. EXCEPTING THEREFROM THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11, MORE PARTICULARLY DESCRIBED"AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 1; THENCE SOUTH 00 DEG. 01' 43" WEST, ALONG THE EASTERLY LINE OF SAID PARCEL 1, A DISTANCE OF 848.64 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 1; THENCE NORTH 89 DEG. 23' 03" WEST, ALONG THE SOUTHERLY LINE OF SAID• PARCEL 1, A DISTANCE OF'225.15 FEET; THENCE NORTH 00 DEG. 00 00" EAST A DISTANCE OF 853.01 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE SOUTH 88 DEG. 16' 30" EAST, ALONG SAID NORTHERLY LINE, A DISTANCE OF 225.66 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -B A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. PARCEL I -C• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES 60.00 FEET IN WIDTH, DESCRIBED AS FOLLOWS: A PORTION OF SECTIONS 19 AND 30, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARCEL I -A AND RUNNING THENCE SOUTH 89 DEG. 31' EAST 1307.95 FEET; THENCE SOUTH 00 DEG. 06' 30" EAST 60.00 FEET; THENCE NORTH 89 DEG. 31' WEST TO A POINT IN THE CENTERLINE OF MERIDIAN ROAD; THENCE ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. PARCEL I -D: AN EASEMENT FOR DRAINAGE PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL: CONTINUED ORDER NO. BU -176585 LN PARCEL I -D: CONTINUED A PORTION OF SECTION 19 AND 30, TOWNSHIP 23 NORTH, RANGE I EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE BASE MERIDIAN LINE IN THE CENTER OF THAT CERTAIN COUNTY ROAD KNOWN AS MERIDIAN ROAD, SAID POINT OF BEGINNING LYING SOUTH 882.83 FEET FROM THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 1 WEST, M.D.B. & M., AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF 'CALIFORNIA, IN BOOK 42 OF MAPS., AT PAGE(S) 35; THENCE SOUTH.. 89 DEG. 23' A3" EAST, A DISTANCE OF 1,309.58 FEET; THENCE SOUTH 00 DEG. 06' 30" EAST 466.24 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 30; THENCE SOUTH 0 DEG. 06' 30" EAST ALONG THE WESTERLY SIDE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 1,075.59 FEET TO AN IRON PIPE ON THE SOUTHERLY BANK OF ROCK CREEK; THENCE MEANDERING ALONG THE SOUTHERLY BANK OF ROCK CREEK, THE FOLLOWING COURSES AND DISTANCES: NORTH 79 DEG. 14' WEST 65.83 FEET; SOUTH 74 DEG. 03' WEST 155.54 FEET; SOUTH 69 DEG. 32' 30" WEST 544.57 FEET; NORTH 69 DEG. 36' 15" WEST 209.55 FEET AND SOUTH 62 DEG. 52' 15" WEST 219.65 FEET; THENCE LEAVING THE SOUTHERLY BANK OF ROCK CREEK NORTH 88 DEG. 50' 45" WEST 805.32 FEET TO AN IRON PIPE ON THE EASTERLY SIDE OF STATE HIGHWAY 99E; THENCE ALONG'THE EASTERLY SIDE OF SAID HIGHWAY, NORTH 32 DEG. 59' 15" WEST 1,290.40 FEET TO AN IRON PIPE IN THE CENTERLINE OF SAID MERIDIAN ROAD; THENCE NORTH 62 DEG. 34' 15" EAST ALONG THE CENTERLINE OF MERIDIAN ROAD 1,478.55 FEET; THENCE CONTINUING ALONG THE CENTERLINE OF SAID MERIDIAN ROAD WHICH CENTERLINE IS ON THE PRINCIPAL MERIDIAN, NORTH 20.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. PARCEL II -A• BEING A PORTION OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF- ,BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. PARCEL II -B• A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 1; THENCE SOUTH 00 DEG. 01' 43" WEST, ALONG THE EASTERLY LINE OF SAID PARCEL 1, A DISTANCE OF 848.64 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 1; CONTINUED ORDER NO. BU -176585 LN PARCEL II -B: CONTIN[TED THENCE NORTH 89 DEG. 23' 03" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCEL 1, A DISTANCE OF 225.15 FEET; THENCE NORTH 00 DEG. 00' 0011 EAST A DISTANCE OF 853.01 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE SOUTH 88 DEG. 16' 30" EAST, ALONG SAID NORTHERLY LINE, A ..DISTANCE OF 225.66 FEET TO THE TRUE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCELS II -A AND II -B ARE PURSUANT TO A BOUNDARY LINE MODIFICATION APPROVED BY THE COUNTY OF BUTTE, BY DEED RECORDED DECEMBER 11, 1981, IN BOOK 2680, PAGE 158, OFFICIAL RECORDS, AND CANNOT.BE SOLD SEPARATELY.._ PARCEL II -C• A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. PARCEL II -D• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES 60.00 FEET IN WIDTH, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 19 AND 30, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARCEL I -A AND RUNNING THENCE SOUTH 89 DEG. 31' EAST 1307.95 FEET; THENCE SOUTH 00 DEG. 06' 30" EAST 60.00 FEET; THENCE NORTH 89 DEG. 31' WEST TO A POINT IN THE CENTERLINE OF MERIDIAN ROAD; THENCE ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. PARCEL II -E: AN EASEMENT FOR DRAINAGE PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL: A PORTION OF SECTION 19 AND 30, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE BASE MERIDIAN LINE IN THE CENTER OF THAT CERTAIN COUNTY ROAD KNOWN AS MERIDIAN ROAD, SAID POINT OF BEGINNING LYING SOUTH 882.83 FEET FROM THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 1 WEST, M.D.B. & M., AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 42 OF MAPS, AT PAGE(S) 35; THENCE SOUTH 89 DEG. 23' 0311 EAST, A DISTANCE OF 1,309.58 FEET; THENCE SOUTH 00 DEG. 06' 3011 EAST 466.24 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER CONTINUED ORDER NO. BU -176585 LN PARCEL -II -E.- CONTINUED OF SAID SECTION 30; THENCE SOUTH 0 DEG. 06' 30" EAST ALONG THE WESTERLY SIDE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 1,075.59 FEET TO AN IRON PIPE ON THE SOUTHERLY BANK OF ROCK CREEK; THENCE MEANDERING ALONG THE SOUTHERLY BANK OF ROCK CREEK, THE FOLLOWING COURSES AND DISTANCES: NORTH 79 DEG. 14' WEST 65.83 FEET; SOUTH 74 DEG. 03' WEST 155.54 FEET; SOUTH 69 DEG. 32' 30" WEST 544.57 FEET; NORTH 69 DEG. 36' 15" WEST 209.55 FEET AND SOUTH 62 DEG.'52' 15" WEST 219.65 FEET; THENCE LEANING THE SOUTHERLY BANK OF ROCK CREEK NORTH 88 DEG. 50' 4511 WEST 805.32 FEET TO AN IRON PIPE ON THE EASTERLY SIDE'OF STATE HIGHWAY 99E; THENCE ALONG THE EASTERLY SYDE OF SAID HIGHWAY, NORTH 32 DEG. 59' 15" WEST 1,290.40 FEET TO AN IRON PIPE IN THE CENTERLINE OF SAID MERIDIAN ROAD; THENCE NORTH 62 DEG. 34' 15" EAST ALONG THE CENTERLINE OF MERIDIAN ROAD 1,478.55 FEET; THENCE CONTINUING ALONG THE CENTERLINE OF SAID MERIDIAN ROAD WHICH CENTERLINE IS ON, THE PRINCIPAL MERIDIAN, NORTH 20.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. r '� J -.ar„r r 4;- w �fr.� t �;£ •� k,�s, ® �. �.- .J .a. 1 y FOUNDATION SYSTEM f, r, .,, E . �_• CERTIFICATE OF "OCCUPANCY�f� BUILDING PERMIT NUMBER: 03=2086 Address or location of unit: 4729 KILKARE LN., CHICO CA 95973 Legal Description of Real Property: AP # 047-690-002 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: BILLY JOE HUMPHREY AND CHERYL HUMPHREY Owner's address: 4729 KILKARE LN.; CHICO CA 95973 INSIGNIA OR HUD NUMBER: CAL052256/7 SERIAL NUMBER OR V.I.N.: 097219DO885DA/B MANUFACTURER'S NAME: CHAMPION YEAR: UNKNOWN OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 r H.C.D. 513C • Y. STATE OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD -- Manufactured Home Decal No: LAG3470 Manufacturer ID/Name j Trade Name j Model I DOM ` DFS ( RY j Exp. Date j CHAMPION ( 05/25/1978 j Serial Number I Labeipnsignia Number Weight j Length ^� Width SPC j SCC I Exempt ' Use ; Type 097219DO885DA ( CAL052256 i 60' j 12' 04 I SFD r LPT 097219DO085DB CAL052257 ( 60' 12' j I Issued j i Total Fees Paid , 1 1 Jan 4, 2000 $77.00- I I Addressee BILLY JOE HUMPHREY 4729 KILKARE LN CHICO, CA 95973 Registered Owner(s) BILLY JOE HUMPHREY CHERYL HUMPHREY JTRS 4729 KILKARE LN CHICO, CA 95973 Situs Address 4729 KILKARE LN CHICO, CA 95973 e IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. �Ma ISTRATJOR AND TI TUMCM SECT ®OM -g Or- YACs' ;is.roFobi�ho e€ercial Coach= p€d Serial/ H0.0s) Vii V, -7171= s-� he € ndersignede hereby- state that the unit described above: a affiant further agrees to indemnify and save hamaless the Director of Hbousing and Cofr seVelopment, state of California, and subsequent purchasers of said VF144-, for any }os iay suffer resulting from registration of the above-described emit in California, or ssuance_ of a California certificate of title. cofering the same. ./We car l e fy under pen Ity ' of per3ury that the foregoing is trace a4d correct. "xecuted onstate l e ate (City) f 4 signature of each affiant Pript,ed name of trach f*c i, ant c: -.i 2q7 � eralt "IlLL,. �_ .. State - -- _ T RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHE, N RECORDED MAIL TO: BILLY JOE HUMPHREY CHERYL HUMPHREY 4729 KIL :ARE LANE CHICO, CA. 95973 �14[�it04111Ri�il�tli��l9� 1 X99--g1M46914M Recorded i KC FEE 19.00 Official Records I TAX 214.50 Co%JTT Of CMM J. 6RUBBS I Recorder I ROSEMRY DICKSON I Assistant I Cindy 10:4M 05-Mov-1999 i Page 1 of 5 Above This Line for Recorder's Use Only A.P.N.: 47-250-168 AND 169 Order No.: CHI/C Escrow No.: 176585LN GRANT DEET) THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY 2,14_. 50 { X ] computed on full value of property conveyed, or [ l computed on full value less value of liens or encumbrances remaining at time of sale, [ X ] unincorporated area; [ ] City of _, and 9 FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, -� BILLY JACK RICE ALSO KNO M AS B. J. RICE AND ELLA L. RICE, HUSBAND AND WIFE AS TO PARCELS 1-A THRU 1-D AND BILLY JACK RICE and ELLA L. RICE, HUSBAND AND WIFE, AS TO PARCELS 11-A THRU 11-E hereby GRANT(S) to BILLY JOE HUMPHREY and CHERYL HUMPHREY, Husband and Wife AS JOINT TENANT'S the following described property in the UNINCORPORATEDA AREA, County of Butte State of California; See legal description attached hereto and made a part hereof. BILLY RI&E Document Date: November 1. 1999. ELLA L. RICE STATE OF CALIFORNIA /�_ n _ )SS COUNTY OF On I1—'-E—ctGt before me. {.�• (lDr�0.1Iv n���`�`—I — personally appeared 1 tQC�C— w`� = t l A �— personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to the that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal. Signature OYLE COMM.l115B507 WTAR'! Pt18�IC CJd tFURMA Q COUNTY OF BUTTE - w IAy costa. Ex&n 0CL14,2001 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below ORDER NO. BU -176585 LN 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 -A: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. EXCEPTING THEREFROM THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGES) 10 AND 11, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 1; THENCE SOUTH 00 DEG. 01' 43" WEST, ALONG THE EASTERLY LINE OF SAID PARCEL 1, A DISTANCE OF 848.64 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 1; THENCE NORTH 89 DEG. 23' 03" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCEL 1, A DISTANCE OF 225.15 FEET; THENCE NORTH 00 DEG. 00' 00" EAST A DISTANCE OF 853.01 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE SOUTH 88 DEG. 16' 30" EAST, ALONG SAID NORTHERLY LINE, A DISTANCE OF 225.66 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -B: A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. PARCEL I -C: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES 60.00 FEET IN WIDTH, DESCRIBED AS FOLLOWS:. A PORTION OF SECTIONS 19 AND 30, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARCEL I -A AND RUNNING THENCE SOUTH 89 DEG. 31' EAST 1307.95 FEET; THENCE SOUTH 00 DEG. 06' 3 0 " EAST 60.00 FEET ; THENCE NORTH 89 DEG. 31' WEST TO A POINT IN THE CENTERLINE OF MERIDIAN ROAD; THENCE ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. PARCEL I -D: AN EASEMENT FOR DRAINAGE PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL: Ax4A *$m1_*b] ORDER NO. BU -176585 IN PARCEL I -D: CONTINUED A PORTION OF SECTION 19 AND 30, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE BASE MERIDIAN LINE IN THE CENTER OF THAT CERTAIN COUNTY ROAD KNOWN AS MERIDIAN ROAD, SAID POINT OF BEGINNING LYING SOUTH 882.83 FEET FROM THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 1 WEST, M.D.B. & M., AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK .42 OF MAPS., AT PAGE(S) 35; THENCE SOUTH-- 89 DEG.. 23' 03" EAST, A DISTANCE OF 1,309.58 FEET; THENCE SOUTH 00 DEG. 06' 30" EAST 466.24 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 30; THENCE SOUTH 0 DEG. 06' 30" EAST ALONG THE WESTERLY SIDE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 1,075.59 FEET TO AN IRON PIPE ON THE SOUTHERLY BANK OF ROCK CREEK; THENCE MEANDERING ALONG THE SOUTHERLY BANK OF ROCK CREEK, THE FOLLOWING COURSES AND DISTANCES: NORTH 79 DEG. 14' WEST 65.83 FEET; SOUTH 74 DEG. 03' WEST 155.54 FEET; SOUTH 69 DEG. 32' 30" WEST 544.57 FEET; NORTH 69 DEG. 36' 15" WEST 209.55 FEET AND SOUTH 62 DEG. 52' 15" WEST 219.65 FEET; THENCE LEAVING THE SOUTHERLY BANK OF ROCK CREEK NORTH 88 DEG. 50' 45" WEST 805.32 FEET TO AN IRON PIPE ON THE EASTERLY SIDE OF STATE HIGHWAY 99E; THENCE ALONGTHE EASTERLY SIDE OF SAID HIGHWAY, NORTH 32 DEG. 59' 15" WEST 1,290.40 FEET TO AN IRON PIPE IN THE CENTERLINE OF SAID MERIDIAN ROAD; THENCE NORTH 62 DEG. 34' 15" EAST ALONG THE CENTERLINE OF MERIDIAN ROAD 1,478.55 FEET; THENCE CONTINUING ALONG THE CENTERLINE OF SAID MERIDIAN ROAD WHICH CENTERLINE IS ON THE PRINCIPAL MERIDIAN, NORTH 20.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING._ PARCEL II -A• BEING A PORTION OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF .BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. PARCEL II -B• A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 1; THENCE SOUTH 00 DEG. 01' 43" WEST, ALONG THE EASTERLY LINE OF SAID PARCEL 1, A DISTANCE OF 848.64 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 1; CONTINUED ORDER NO. BU -176585 LN PARCEL II—B: CONTINUED THENCE NORTH 89 DEG. 23' 03" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCEL 1, A DISTANCE OF 225.15 FEET; THENCE NORTH 00 DEG. 00' 00" EAST A DISTANCE OF 853.01 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE SOUTH 88 DEG. 16' 30" EAST, ALONG SAID NORTHERLY LINE, A ,.DISTANCE OF 225.66 FEET TO THE TRUE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCELS II—A AND II—B ARE PURSUANT TO A BOUNDARY LINE MODIFICATION APPROVED BY THE COUNTY OF BUTTE, BY DEED RECORDED DECEMBER 11, 1981, IN BOOK 2680, PAGE 158, OFFICIAL RECORDS, AND CANNOT BE SOLD SEPARATELY...-_. PARCEL II—C• A 60 FOOT NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1979, IN BOOK 75 OF MAPS, AT PAGE(S) 10 AND 11. PARCEL II—D: A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES 60.00 FEET IN WIDTH, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 19 AND 30, TOWNSHIP 23 NORTH, RANGE I EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARCEL I —A AND RUNNING THENCE SOUTH 89 DEG. 31' EAST 1307.95 FEET; THENCE SOUTH 00 DEG. 06' 30" EAST 60.00 FEET; THENCE NORTH 89 DEG. 31' WEST TO A POINT IN THE CENTERLINE OF MERIDIAN ROAD; THENCE ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. a PARCEL II—E• AN EASEMENT FOR DRAINAGE PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL: A PORTION OF SECTION 19 AND 30, TOWNSHIP 23 NORTH, RANGE I EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE BASE MERIDIAN LINE IN THE CENTER OF THAT CERTAIN COUNTY ROAD KNOWN AS MERIDIAN ROAD, SAID POINT OF BEGINNING LYING SOUTH 882.83 FEET FROM THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 1 WEST, M.D.B. & M., AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 42 OF MAPS, AT PAGE(S) 35; THENCE SOUTH 89 DEG. 23' 03" EAST, A DISTANCE OF 1,309.58 FEET; THENCE SOUTH 00 DEG. 06' 30" EAST 466.24 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER CONTINUED ORDER NO. BU -176585 LN PARCEL II -E: CONTINUED OF SAID SECTION 30;' THENCE SOUTH 0 DEG. 06' 30" EAST ALONG THE WESTERLY SIDE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 1,075.59 FEET TO AN IRON PIPE ON THE SOUTHERLY BANK OF ROCK CREEK; THENCE MEANDERING ALONG THE SOUTHERLY BANK OF ROCK CREEK, THE FOLLOWING COURSES AND DISTANCES: NORTH 79 DEG. 14' WEST 65.83 FEET; SOUTH 74 DEG. 03' WEST 155.54 FEET.; SOUTH 69 DEG. 32' 30" WEST 544.57 FEET; NORTH 69 DEG. 36' 15" WEST 209.55 FEET AND SOUTH 62 DEG.'52' 15" WEST 219.65 FEET; THENCE LEAVING THE SOUTHERLY BANK OF ROCK CREEK NORTH 88 DEG. 50' 45" WEST 805.32 FEET TO AN IRON PIPE ON THE EASTERLY SIDE 'OF STATE HIGHWAY 99E; THENCE ALONG TIDE EASTERLYSTDEF OSAID HIGHWAY, NORTH 32 DEG. 59' 15" WEST 1,290.40 FEET TO AN IRON PIPE IN THE CENTERLINE OF SAID MERIDIAN ROAD; THENCE NORTH 62 DEG. 34' 15" EAST ALONG THE CENTERLINE OF MERIDIAN ROAD 1,478.55 FEET; THENCE CONTINUING ALONG THE CENTERLINE OF SAID MERIDIAN ROAD WHICH CENTERLINE IS ON, THE PRINCIPAL MERIDIAN, NORTH 20.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. i 146 BANK OF AMERICA 146 For Deposit Only California State Treasurer Hnu�i I Co�> anity Developsen+, 3d7Qi 07/23103'6 Y 56 22"00 09e69e:af.Prior Endorsement Guaranteed � 1�' it �� •'FIKI ! ���„! d. : � ::� d f I , i • '; - � C. � .. Vic. •• �^ e a. . NOTES RESIDENTIAL , ' 047-690-002 03-2086 PERMIT NO. — _HUMPHREY; BILLY-- - 4729 KILKARE, CHICO CONT: BRODERICK, BRUCE r f, EX MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE, RECORDED UNTIL ONE OF -THE FOLLOWING HAS '`-BEEN TURNED IN TO THE' BUILDING DIVISION: (1) LICENSE PLA_ TE(S) OR DECAL (THE. INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW ~~-• ' J , : MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. . SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER • JOB FINALED (Daae) Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex)_. Date UNDERFLOOR (Plans) OK except #'s ' i 1.• Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors - 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Slab, Steel -Wrapped 52. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 13. Plenums & Ducts; Clearance -Material -Support -Ins. 56. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Siding -Nailing Veneer 16. Insulation 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date ' Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 63. 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date -FINAL (Plans) OK except #'s Date Card B-1 Date ' Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 67. Bedroom Exiting 26. Size Boxes & No. of Conductors Stapled 68. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Stairs & Rails 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 71. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect Elec. Outlets at Wood Panel, Int. & Ext. 33. Equip. Clearances Panels-Motors-Mech. Equip. 73. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Elec. Outlets & Receptacles at Kit. Counter Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support Plb.; Elec. & Mech. Equip. Listed for Location 37. Vent Fan, Exhaust above insulation 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 38. Condensate Drain & Overflow, Size & Grade 80. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 41. Sills Proper Materials & Anchors 84. Stucco Brown -Finish 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 85. A.C. Unit Disconnect, Electrical -Plumbing 43. Bearing Walls over Girders & Floor Nailing 86. 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Water Well, Disconnect, Electrical, Plumbing 46. Headers & Beams -Size & Bearing Date r � i . Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors - 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance ' 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62.. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows = Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date -FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Cl Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I: Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. T. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card.B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.;. Enclosures; Conduit Entries -Terminals -Listed T. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541QP R3 NO. (Rev. 12/96) APPLICAYION AND PERMIT ASSESSOR PARCEL NUMBER 047-690-002 ZONING ^- BUILDING PERMIT OWNER HUMPj'.REY BILLY JOE & C343-4979 TELEPHONE SO. FT. OCC. BUILDING VALUATION 14/LO P1 6 0,00 . OWNERS MAILING ADDRESS 4729 KILKARE CHICO 95973 CONTRACTOR'S NAME BRUCE BRODERICK TELEPHONE 873-5059 CONTRACTORS MAILING ADDRESS PO BOX 786 n\GALIA CA. 95954 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 270.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23,00 BUILDING ADDRESS 4729 KILKARE LN. CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 31-3. 25 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PERM EM EX MH Gas piping system 1 - 5 outlets 15.00 19-00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V 0 R LESS Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in .force and effect. 3 % O %� License Class LIC. NO. (p '7 ;/ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. I My workers' compensation insurance carrier and policy number are: / Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation \/ of one hundred dollars ($100) or less.) II I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rkers' compensation prove sions of section 3700 of the Labor Code, I shall ply wi those ov"ions. /) Xe �� v /,/00 Signature of Applicant - ❑Owner ❑Contractor Agent An OSHA permit is required for excavations over 5'0' d p nd demolitiori or construction of structures over 3 stories in heig t. Main Service sow TO 46.00 NEW CONST. DWOCCUP. So EWNG SO CCU OR ADDNS. ( 8 ACC. S.3.50 FT. NEW CONSUT REST. No ID. MULTI-OLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 BA p 1 0 .50 Ex. Occup. ouriFrs RPP ESID.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 378.25 HAZ. D. FEES IMP _ FLOOD _ CDF PARCEL PD _ HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat 7/17 D e Receipt No. Q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • 12/96) IIISSESS— ORFARCEL I] COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive • Oroville, CjliforniV 95965 • Telephone APPLICATION AND PERMIT 20NIN0 A/ LENDER'S MAJUNG ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING 4 -DRESS '],.n , LCTNO. I SUBDIVISION'S NAME e LrJ USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other S l o TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ / l6stallation ❑ Other ❑ Describe Work: �// jr� /)(/ G %4;4G f d LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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 or offered for sale. G as owner of the property, am exclusivcSy contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 13 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 37of th bor Code, I shall forthwith com�w ose pr vl X � /Dp4l,57-3 Signature of Applicant - ❑ Owner ❑ Contr aillor Agent An OSHA permit is required for excavations ova 5'0" deep and demolition or construction of structures over 3 stories in height SQ. FT. CLDING DIVISION 0) 538-7541 () -:?�� BUILDING PERMIT BUILDING VALUATION Total Valuation Is PERMIT FEE $ 6 Filing Fee $ 20.00 Permit Fee $ 0 Plan Checking Fee $ . Q, Energy Plan Checking Fee $ OR ADDNS. 8 ACC. BIDS. 3.5¢SO. Fr. PERMIT FEE S 97.501 PLUMBING PERMIT Fling Fee 20. 0 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 020.001 EX. OCCU O OR FD(TURES PERMIT FEE $ 6 ELECTRICAL PERMIT Fling Fee 20.00 Main rvice oa LEss 23.00 Main Se 'ce 200A T4 1000A 46.00 NEW CONST. DWEulNG OCGUP. OR ADDNS. 8 ACC. BIDS. 3.5¢SO. Fr. NEW UnT_ NON•RESIO. MULTI -OUTLET waanr:H r.,on ntc ) 97.501 EX. OCCU O OR FD(TURES eAt"�w OREx. Occup. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 1 23.001 1 I PERMIT FEE I S 11 I MECHANICAL PERMIT I Fling Fee 1 20.00 1 Hood 1 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNST. TTPE TOTAL FEE $ 370'• MAZ. 10. FEES I IMP J 8.000 I CDF I PARCEL I PO I MO 11 t5S1 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date COUNTY OF BUTTE -DEPARTMENT OF.DEV ELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER (2 690' 64_'20 Proposed Building Use: Counter Technician: -Date: Date: Items required in order to apply for a. permit. All boxes MUST be checked 01 marked NA in order to appy. 1..,Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 16. Manufactured homes: (A) Data sheets and installation instructions, (B) Mar*Nage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. = Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. •Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... b, 21, ,Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre Inspection for Hln 1� required ................ 3. Contractor's license�rmation. (Num er, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ...................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits ............................................ ........ �% -6 3 - ❑ 30. rant Deed,` M.H. Title/Statement of Facts, ❑ Letter from Legal Owner,,eeck to H.C.D. $ r' ❑ 31. Other: When issued Telephone X77 and hold for pickup. been informed of the ab ve items"and requirements for obtaining a building pe. .1have icant: �(e Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: Plans approved by: %� , Date: _Structural approvedby: T Date: Yellow: Building Division --?— Building Permit Number: © Owner Name: 14um, Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997'U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required - - - -- ---- - - Note: -We will normally accept -the followingas compliance with the flood elevation requirements: I. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Nu ber: 0 3 - zos-o Owner Name: ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of .-� feet from the side and , feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Or: Page 2 of 2 ' BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: ll a r �5:/1/ T- D nQ "✓l 2. Installer's name: Ci19h11g,,a)a4 ;_- �I"13 /,_ /7/oryl--LL--4 3. Is the site currently under permit? Yes 7-7-T No (If yes, furnish permit number OR Is the site an existing.site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / ✓/` No (If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- j Uf9 Amps 6. What is the mobilehome site service rating? ---------------------- C, Amps 7. What is the mobilehome site circuit breaker rating? ------------- 'j610 AmP- s 8. Is there any other electric load to be served by the mobilehome site service? ------------------------e_-------_--__--- __------ yeS No / / (If yes, identify the load and size: //jl/' /(Load) j (mpg) 9. What is the mobilehome site gas pipe size? -------e-------------- alj (in.) 10. .What is the type of gas service? ---------- -_---- Natural/ / LPG ;; ,j 11.. What is the gas pipe length from meter or tank to the mobilehome? (f t.) 12. :What is the mobilehome gas demand?------� - ___ ®7oem(BTU) (This information not required if pipe length less than 6 ft. on +°natural gas or less than 50 ft. on LPG.) SSE COUNT BUTTE -COUNTY RI OULA 9G DERARi'ME'N BUILDING DEPARTMENI R f APPRCjVF-®.- _z MOBILEHOME SUPPORT DATA Mobilehome Mfr. C Setup Model No, _�7 i y i7 Year �Z Width (ft.) Length .. 5-2--, (ft.) -Expando'Size —ft.x ft. (Draw support details below) . On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (ifnot on file with, theCoo y of Butte). Single (check.ong I7,K1. Wood either pressure treated o Center Center Support fdn.'grade;:" Support Footing Sizes Locations (in.) / 2. -Concrete pad. 3. Other, specify in. in. in. Supports (check on. 4 TV1. Concrete block 2. Concrete piers Z c (10(in) (in;) -(in.) .. 3. Steel piers 4. Other, specify 41...... Typical Support Footing Size G y x 3a' in. i.n. ) in. ....L. . g _ x. Pier. ;i Spacing t . inMa ft. in .. in. in.) 0 01 Max. I Overhang *If�i piers ar of e� n drawn above, draw in locations, spacing, d dimensions. "Djj-TTc,: C®UN 1� 30 UIL®ISG DEPARTME,,:, P P V VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California `[1.197:1 SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7, 7A, 7B & .7C 889 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System o�-.Zo &y;61f- 11'' V�E CouN AOLDING DEPARTME-N. P P RO%j E ill. Release Date 8/13/2001 Engineer Approval :t _SS,0 TU czj x iVr': ;,p 201 lF `JF Oa`1�cF / "`"`'"0'If�IiL�KKs14F�DN 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIM OR APPROVE ANY OMISSIONS OR DEVW i0N FROM REQUIREIv UM OF APPLICABLE STATE LAWS AND REGULAnoiiS State Of California Depam=t of Housing and Community Develops icat . . DMS C AND STQANDARDS _10 (sign urc) SPA N0. For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Intrltw ion These instructions describe the proper use . of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors orfrom Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring Muirements. The following characteristics apply to both single and multi section homes:. • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 11 • Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls; mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home tkr resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the. perimeter joist or specified as a location for' vertical ties. �O Page 2 Califomia 8/2001 56 i ma Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main.rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & II only) . r1ywC c 6 in. iax. 1 Vector Dynamics may be used on homes with unequal pier heights of 56° or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in.Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. "c% Page 3 Califomia 2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and- state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place.Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector. set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c � Page 4 Califomia 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS LOf9 Short snort Clear all loose vegetation from the immediate u -bon \ u -boft area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of .the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half .and inserted between the strap and inside be bracket: Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3 only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement. c Page 5 Califomia 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -B 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California N12001 Vector Dynamics Metal Pier li .�. nn _amics�z For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside be brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V -Drive anchors are used only with Zone '1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone t, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer • board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive h d. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. �' Page 6 California 8/2001 Vector Dynamics Foundation Systems W.or_ Component Parts List e - Part #'s included: 59310, 59288, 59135, 10925, 59279, 830442, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 830442 & 10999 0 0000�� 0 0 0 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 Concrete Vector System Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 ------------------- --.—•----------------------•---------------•-------------------------------•-----•--------- Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 . (for double stack blocks) 11�'* California 8/2001 Vector Dynamics Foundation Systems Component Parts List °a 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V -Drive Anchor Kit. Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as .defined in ASTM D1784. Compound dimensions and tolerances in accordance to the. requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. named) B. Ground Contact Rated Wood: No. 2 yellow pine or Qlpe�°`e equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on. I es-2label attached to the wood when purchased. 2gOQv�P\pe Q° Screav\e. e Page 7A California 8/2001 Vector Dynamicsindividual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625"x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5"x19.418"x3" ® Vector Dynamics Tension Link U U Part # 59282 -6.25" x 2.52" x 3" 0 L Vector 2000 Tension Link 0 Part # 59288 2.125" x 2.375" x 2.06" Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10999 Part # 10530 Li 3/8" X 3-1 /2" 3/8" x 3" (16 Threads Per Inch) Page 713 Califom a Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625"x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5"x19.418"x3" ® Vector Dynamics Tension Link U U Part # 59282 -6.25" x 2.52" x 3" 0 L Vector 2000 Tension Link 0 Part # 59288 2.125" x 2.375" x 2.06" Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10999 Part # 10530 Li 3/8" X 3-1 /2" 3/8" x 3" (16 Threads Per Inch) Page 713 Califom Protecto-Strap Carriage Bolt w/Nut & Washer Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2"X 2-1 /2" Strap Protectors Part # 59232 PVC Adaptor Part # 59281. a . 7.25" x 4/56" x 1.42" Tie Down Marked & Certified G120 Strap w/Swivel Connector Part # Length f 59732 12' O 59734 14' 59736 16' 0 Earth Anchors 0 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 V Drive Head Part #59269 � '® Drive Rods 6 ® o Part #59113 as Protectortrap Part # 59279 6.3" x 3.9" x 7 /8" rJ ® Carriage Bolt w/Nut & Washer Part # 10624 3/8"-16 x.4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length. MS35 59150 35' MS37 59155 37' MS42 59160 42' MS60 59165 60' MS600 59170 600' Frame Tie w/Hook 8 ft. P/N 59195 10 It. P/N 59210 12 ft. P/N 59211 Longer Lengths Available . A` Earth Anchor Stabilizer . 12" wide Black Paint: Part #59292 �- Galvanized: Part #59294 s. rage i L, t.,anrorrna Wzuu1 Vector Dynamics System for.. Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #'59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One � Y Y rip Vector pad for :..btW/:'::...v.x4��:t:.�.71'�+.^+k+'AiY.±K:.+.SX�E..�.:�..::.,;1,c.>:._"..ti� :,.,.•.a.a:.+:r..E::::.'i.w-:...:a..:iZ4-.i:.::kr.2Kc1.'w�tl^: concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed e B � 4 California /2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2of2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side.. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. .17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Vector pad e o for i concrete Inside Tie Bracket Concrete I `' CompressionI footer a boards U -bolt Page 9 California D2001 v 0 3 W WIND ZONE I - Vector Dynamics Systems Required for Single Section Homes _ (Materials Required) _ 1e Sectto ° oy tanual 1e of a en (a sp 9 omeor Stallation m EXarnP Wows 9 ust be to h Ilwst(atl � Spactn9 rn .� ads an %yndau n WIND ZONE I (not to -scale) co. o� �2 sq. ft. pad Instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut Is Soil Classifications: 2, 3; 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires V One \kctor Kit, 2 slotted bolts V 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), db 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member ¥ or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut _ i WIND ZONE I \ Vector Dynamics Systems Required J ♦ Single Section Homes Difficult Soil Conditions m es• 1 , " 1t3 secbe� of s` s a�Ua\ 9U1de1in _ 1 ' I z ft st aging ,or s a\\atton f" EXampsh01 s 98us`a�18 to hone 1n _ I i 111rat%o spacing m ' dation pads a 4 ♦ 1 \ F&n ; I ' ♦ \\" " ,gin`. �-`� �I '.''.', cQ • ♦ 1 �i `tai _ ., ' (D ♦ h, .1 `♦tom YVT k€7�i.. ' � S+t��.!$ - *� V -Drive anchors are used only In WIND ZONE I (not to scale) sq. ft. pad/ NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier sparing must be consistent wlh home manufact rers trsteladon htsrr ocdons andlor state rellulremarits,. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*:' "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr ve Anchors Home Length Vector Systems Anchors Required Eons Vector KIt, 2 dation Required Per Side' • 2 ea. 1-1/4 In. tie, length (4725 Ib. min. break), • t ea. 4 x 4 pressure tre 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure t compression member 73' to 90' 4 4 * "V" Drive Anchor, Part Number 59269 System requires Ive Anchors, 4 slotted bolts will vary with pier height aced wood compression member realed wood • or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression member (center compresalon member only) • or 1 TDE adjustable steel strut • 2 ea. 2x4 pressure treated wood for 'V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V" Drive Anchor connections. CD N n nL 0 3 00 N 0 0 1.:-, 1 \ Metal Pier Sets 1 ZONE Vector Dynamics .Systems Required for Single Section Homes Up to 72 !t- - - _ . - (Materials Required) _ Se°t�0 �o sv ens. oWelines a l2 f< sP g189e fns allation ma u 013 s men ae to bo 111ugitati a spacing m ♦ ` ♦ i ' 1 ♦ ads an ' ♦ ♦ 1 dation p 1 I ♦ Fon I ♦♦ , . _ \ ` , J � 1 ♦ \ VW. el„ &I Soil Classifications: - Soii Bearing Capacity: Anchors Required: 2, 3, 4A, & 413 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 sq. Ti. paa t • Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. C to -1 T/E DOWN I UGIfI((Itlflf. 4 T N (fl (D W WIND ZONE I - " n h°mems Vector Dynamics Systems Required _ - ub�e Set �Or SJSte at CJ for Double Section Homes _ - - - ' " of a e�aa pecome°.. statteti� (Materials Required) - - - EXamPsh°Ws 9e�st be to h - 11\ads and sPa°`r`9 m - " _ " , - _ • a rI \ \ A �I� ` � r s$ i Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per . t - - NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. 3 is practicable along the length of the home. Pier sparing roust be consistent with home manufactuers' Installation InsomWons and/or state reWh ernerrts. 0 0 �2 sq. ft. pads Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4726 lb. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3.1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut . Co N O O WIND ZONE 1 Vector Dynamics Systems Re( for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum WIND ZONE 1 Ze H fr +�1 1100 - 1 4. N RIP— Iq 0�3 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TIDE adjustable steePatrut Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation.Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 Ze H fr +�1 1100 - 1 4. N RIP— Iq 0�3 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TIDE adjustable steePatrut WIND ZONE II (Hurricane) Vector Dnamics Systems Required _ for Single Section Homes - h°m se ns, 1de11nes• (Materials Requlr�d}'_ ft S;n9!e foco,e t tsn manual gU _ `�' - °598" tale eah°meinstal Snow osk o t Sttoogod SP acing m ` Batton Pad ex.�YP. "NOTE: For single section homes with eaves that exceed 6 Inches t: In Zone 2, two additional frame -w tie anchors with stabilizer plates (one anchor and one plate per side) must be installed In additon ' I to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, 8 46 compression strut Is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. n WIND ZONE II. j(not to scale) N� 4 is 00 N O O 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6. 61' to 72' 6 6 7 73" to 84' 7 7 8 90' 8 8 9FT7to- Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe , • or 1 TOE adjustable steel Strut. WIND ZONE II _ Vector Dynamics Systems Required _ "home S. ; \;('est _ �? for Double Section Homes _ _ " doup\e �o��ec �`a� Manual 140% = (Materials Re uired) " r e - - - ' a iZ ft sPao\('e \('stella , CD Maximum allowable working drag load for the Vector System with the steel . compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is Arai the length of the home. Pierspacing must be conslste manufacturers' Instructions and/or state requlrementi _. S St b, dssn 93 17 TWO n 1WIND ZONE II (not to scale) O 3 N �2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Re uired Anchors Required Per Side " 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1'ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut . • 6o WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) v cn m v Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 M 01 in Rw 20. Rl x-10 ME p bC �ywt�6 �pf+� s Vial �M �dEsl_, NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pler spacing must be consistent with the home Installation manual. 2 sq. ft. pad Materials: 'Anchors Required: Soil Classifications: 2, 3, 4A, & 4B AM Ranrinn Canacitv, 1.000 PSF minimum' 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut I *Anchors Required Home Length Vector Systems Required r Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5. up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 1 8 Vector Foundation Systems 8 up to 90' 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut I VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 46, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard. rock.....: NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) fhe purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is .1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of.a force when- distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 CaliforniaN001 LOCATION: PRE*1SPETION PRE -INSPECTION REPORT DATE: A.P. ZONING: DATE TO INSPECTOR: PERMIT HLiTORY:( ) NONE VAS FOLLOWS: BUILDING VW&CiOWS REPORT Building D setiption: Coasmxciel/tJsager ResidentieW of Units: C t,areatly Occupied Abandoned/Vacant Electric: / ' Yes i/ No Electric curr=tiy On Off Condition of Electric /00 Gas: Natural Propane V/ None Currently Olk—zOff Obvious Problems O Sanitation: Plumbing Worlang- Weu Woridniz Potable Water l nn tis Obvious SewageProbT ; I'D i Comments: ACTION RECOMAdENDE D: ISSUE: V HOLD FOR -7.1 _ Inspector. Date i Sketch buildings on reverse and indicate location on proper COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 n3 -1g !9{{ �� iRev.12/96) APPLICATION AND PERMIT ��jj�� ASSESSORPARCEL NUMBER• ZON°NO BUILDING PERMIT OWNER {/��j 1 TELEPHONE 741 SO. FT. OCC. BUILDING VALUATION l/ OWNER'S :JN7G RESS��l�-�'�l���e CO7JT OR� E �/ O ��A�� TELEPHONE I COM TORS MARVNO ADDRESS C _ CONSTRUCTION DER Fireplace LENDER'S W. -JUNG ADDRESS Total Valuation 5 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20..00 Permit Fee $a ARCHRECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee .O BUILDING ADDRESS �_'�'/ J/a J/111.. (` X Energy Plan Checking Fee $ PERMIT FEE PLUMBING PERMIT $ Filing Fee 20.0'0 LCT NO( SUBDIVISIONS NAME PARCEL MAP Each Trap 7.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECffY Solar or heat pump water heater 23.00 Water piping ) 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities e ,/ �f$�I❑ Installation ❑ Other ❑ J / //IG� Describe Work: �/ �'U(l��.�/�%�, C � J Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W Ca20,00 PERMIT FEE $ V ELECTRICAL PERMIT Fling Feel 20.00 Main Skirvice 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter y (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.WER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. L +, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reasor, Main 'ce To 46. 00 NS WEL200A NEW CONST. DwEWNG OCC p. CC OR ADONS. ( a ACC. BIDS. so 50 3.50x. MULTI.OUTLET ,,DµR97. BRA"CH CIRCUITS @7.50 APPARATus NGLE OUET CIR. a ITL Ex. OCCU O OR FOrTURES 20 .00 9AL 0 7.,50 nXEO uvs. oR Ex. Occu ounETs ID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities Misc. Wirina 20.00 1 23.00 —I PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Folicy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 7 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subJect to workers' compensation laws of California, and agree that 0 1 should become subject to the workers' compensation provisions of section 37 ofth . bor Code, I shall forthwith corn t wi ose prove o 2� X V e—n Signature of Applicant - ❑ Owner ❑ Contr orAn OSHA permit is required for excavations ove 5'0" deemolition or construction I of structures over 3 stories in height MECHANICAL PERMIT Fling Fee 20.00 Hating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE ���• TOTAL FEE $ HAz D FEES IMP FLOOFJ737CEL Po ND ssuE This permit is hereby issued under the applicable provisions f the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ ONE ". , - - - 47-25-168 V V, T T LLI I NT TONELLI* Me d ian Rd E/S Me *dian Rd,. mi NE Hwy 99, Chico t 1w, Permit#1 -.78.P,E(:ut:i.1, MH). Ped. 00 al 047-25-0-168 00-0037 A ELEC 5 18 9no am 100 -amp 2 BILL & CHERYL HUMPHREY 'IRQ GAS 5/18/78 L 3/4" 6 i4729 Kilkare Lane Chico SUPPORT STRUCTURE , (AG Exempt/shelter/horses/hay) C0 MPACTION -TEST,RE NO -25-161.- -NJ-/ Contr: OakmontR Center P rmitJ�26-05f78MHI ,;astj e d 5/22/78 47-25-168 Permit#2898-78B(new open deck/MH) ti BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-754 �yv_ AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO 4 0— Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR P5 �p ZONING C OWNER ` PHON N OWNER'S A DRS!,',�Q LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE '� !Q� ' X SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERV4G A FLOOR TYPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 5S f FRONT �� SIDES REAR Z 6 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 4 U - o o Signature of Owner OIL Permit Fee - $60.00 The above described AG Buildi is exempt from gilding peCmit. , Receipt No. 19 ®(O3 /2 F D I PAR L I P.D I R7AG ISS Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ." COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISr4\1\ �y 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: ("� C�� —�(� 6 Building Proposed Use: Building Inspector:01 'At tieeoermit applica o , I was a ed the following data must be submitted prior to permit processing and/or issuance: --- Date Received By s havebeen submitted .---------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------- ------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06 ! . ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Sp(Icifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ---------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------ r: # 0115. City of Chico plumbing permit. ---------------------------------------------------------- Yt'f , 16. Plot plan and business license approval from the City of Biggs. ---------------------- r .. ri. ❑ 17. Planning approval for (A) Use: (B) Parking: _. C 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. N ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to 13uilding Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22.•Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner E3) - -------------------------------------- 1124. Letter of signature authorization. ---------- Recorded co of Agricultural Acknowledgment PY > Statement. ------- ---------------------------------------- 025. ! 126. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. (Date) ❑Telephone and hold for pickup at ver with inspector. s ApplicanVA Dater Copy;of Haz-Mat form sent ❑ Health Department, ❑ .Fire Department, o By:Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ae: By: .1. Index permit application for the above items numbered: •'2. Additional items required: :1.6ontractor, designer, owner, was advised of the above required data by ❑ phone, d mail, ❑ Building Division counter, by Cb&actor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner, was advised of the above required data'by ❑ phone, ❑ mail, ❑ Building Division counter, by Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, 0 A.P. folder: Note transfer by: Date: Date: Date: 'N. N Date: Date: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 51 under permit number for the following location. t / Owner Owner's Address 7 �' t'A tp I (,) .41b -P•Lx't' Mobilehome Mfg. Model Year Insignia No. Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date By f THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED I White - Owner, Yellow - Installer, Pink - D.P.W. »PPERFAT NO. 1480-78P,E i - PERMIT EXPIRES DOWNER Vincent XKKKM Toneiii CONTR. owner LOCATION (A. P. 47-25-140 E/S Meridian Rd., app.k Mi.KE of Hwy 99, t Chico n A ,. r. ni • _\z ry. Temp. Power Pole Called PG&E Temp vElec. Serv. Called PG&E Temp. Gas Serv. Called PG&E S— D /FINA LEDri :6 (Date) (Signature COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS - BUILDING INSPEC10N RECORD ` BUILDING BUILDING;(Cont'd) PLUMBING rewall So Piping Vetback P ets 1s Floor Bldg. Res oom Finish 2nd loor tin s Windo s 3rd F or St wall Siding To out Sla Roof She_XhIng Water Pi In Piers - Roofing Sewer- ewer"Gars Garage a Fdn. Vents Fixtures Footings ' Stemwall Garage Vents Insulation Water Htr. Heaters " Slab Carport Footings Prov. for physics y handica ed Conformance of ex. structure V A liances Gas P'ninn & Test Temp. as Slab A Final Sanitation Patio #IREkLACE Final Footings Footing ELIECTEOA Masonry Walls Throat Rough Reinf. Steel Final t Fixtures Bond Bea FIRE SPRINKLE Motors Framing Test I T Water Htr. Stucco Final i Subpanels/ Mesh MECHANICAL Grd. Fait Prot. Scr ch HeatIrA t Servic 8 n Coo g ' Te p. Pole Finish Du s der round eilor Lath V ntilation 4 ermanent oor Closer. . anal i / MOBILEHOMEUTILITIES------------------- Elec. Service `vo� /� Elec. Pedestal led hl Water Piping Sewer -} 'Gas Piping ldgBILEHOME IN TALL TIO - - - - - - - - - - - - - - Support Elec. Continuity Water Piping S a 6 ` Drainage L; ,' Gas Piping CATE REMARKS OR CORRECTIONS / eA t t ,(j r f 141 Lxs c� ki D w. Md ck-* YCOAL. ✓ �0 ��30�2� r (NOTE: An entry must be made on this form each time you visit the job site.) ��� 9. Electrical A. Is service large enough to provide adequate amperage -to mobiLehome (must equal rating of mobilehome with a minimum rf 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes No B. Is there proper clearances around panels? Yes No� C. Is power supply cord,or feeder assembly properly fused? Yes No D. Is.continuity test satisfactory as per the following procedure? Yge ,' No 1,. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. S. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord'or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services'. MOBILEHOME DATA Manufacturer and/or Namestyle JavV_A� Length 0 Width Vehicle Serial No. C, State Identification No. Additional Information or Comments: MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with required separation from lot lines and buildings and generally conform to plot plan? Yes No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No 3. Are footings and supports properly sized, spaced, and braced aser approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Ye No 4. Is the mobilehome level? (Sec. 5088) Yes No 5. If mo than a single unit, are crossover connections properly installed? (Sec. 5088) Yes_ No_ 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes, -No NJ B. Test - Does water piping withstand working pressure or 50 lbs. air test? YepnL No C. Backflow - If coatlki4 not State of California approved, does station have backflow device and pressure -relief lve? Yes_ No , 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? YeX No B. Does it have minimum 'k" per foot slope and is it properly supported? Yes No C. Are any leaks detected in drainage system after running 3 --!gallons of water through each fixture including washing machine standpipe? Yes_ No_�,4 D. Ifs:! is not State of California approved, does station have required trap and vent? Yeo a. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the m,Vlehome gas line inlet without reductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes�No V COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS + 7 County Center Drive — Orovi Ile, California 95965 _ Telepho e: 534-4541 • APPLICATION AND PERMIT __�A aulnce representatives of the County of butte to enter upon the above- entioned property for inspection purposes. X • Date �3o--%cg� 1) Signature `off Permitee or Agent Receipt No. 171 4!P3 , White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR Of PUBLIC WORKS By I -- n6,42�e( . Date,_/IS—�;P Building permit expires Date BUILDING OwnerSQ. FT. OCC. BUILDING VALUATION Mai I I np Address W07 I -Tale h No. NA 1 Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address S Plan Checking Fee&/or Penalty -- Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each TraD 1.50 y ntng t lcatiop ppi Repair drainage or vent piping 1.50 1 A. P. No. `f' 1111 lAtrA-60, Zonin Water piping 1.50 r Each gas water heater or vent 1.50 Fjeef4S tion Fire Dept. Fire Zone L Use Permit Gas piping system 1 - 5 outlets 1.50 Oro EQA Parking plans Parcel(94 Declaration arce Map 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Pjons Rec'd Pa ce roval Pigns Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ permit Fee $ - $ ELECTRICAL No. . @ F FEE PERMIT FILING FEE $3.00 Single Family Duplex Mobil Home Others 9 Y ❑ P ❑ ❑ Main service 600v OR LESS 100 AMP LESS 5.00 -L Main service EA. ADD•L loo AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD•L 100 AMP 1.00 NEW OR ADDNST DWEACCLBLDGS.Ccup. B) 20Sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONST T NON-RESID BRRANCANCHH CIRCUITS) 2.50ea -BRANCH NEWCONTR. POWER APPARATUS 8 S NON - RES ID, %SINGLE OUTLET CIR, Ex. Occup{OUTLETS OR FIXTURES 'B L2; Ex. Occup.( FIXED APPLNS. OR OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wirin 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 1 IV 6 IT WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this ermit is issued I shall not em p Io an employ y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction,• and hereby Land Development Fee 0( TOTAL PERMIT FEE $ aulnce representatives of the County of butte to enter upon the above- entioned property for inspection purposes. X • Date �3o--%cg� 1) Signature `off Permitee or Agent Receipt No. 171 4!P3 , White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR Of PUBLIC WORKS By I -- n6,42�e( . Date,_/IS—�;P Building permit expires Date ,-,This set of plans and specifications MUST be kept on' the job at all times and it is unlawful tl make any changes or alterations on same witha .0 wri*en permission from the Department of P11> lic Works, County of Butte. Septic system an" Butte County Hec quirements. Setback shallSetb The• side property line and centerline of the road, p mum of a 2 ft. eave ove out of all easements. e''70. Y? NOTE.—All Materials & Workmanship Shall ge fn Accordance with Recognized Good Practices and of a quality prescribed for 'the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. 01ons shall bb r.. outside the rear 4, mobile home side of the mobile D BUTTE CO T BUILDING DEPARTMEN T APPROVED 4_P elbeald� m `�. o be as per -h Dept: Re- - a o �O 4br .o ,5 ft. -from the utility c nr i0 ft. from the located within f� rmitting a maxi- third section ang but entirely on the left (ro home. o � O O 4t U 8y3.7� NOTE.—All Materials & Workmanship Shall ge fn Accordance with Recognized Good Practices and of a quality prescribed for 'the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. 01ons shall bb r.. outside the rear 4, mobile home side of the mobile D BUTTE CO T BUILDING DEPARTMEN T APPROVED ri 22. John aria Madge H�1yn:e, ,, ; � 47-25-36, east side. of Meridian Road 700 ft..northeasterly _vom'Hwy.. 99E, northwest of Chico Airport, Chico. It was moved by Mr. Tous»a:..nt,.seconded by Mr. Parker and unanimously. carried to adopt a negative declaration regarding environmental review finding that the proposed pro ject will not have a significant effect on the • environment. 77-27-2-431 It was moved by Mr. Tousia_rit, seconded by Mr. Parker and unanimously carried to. approve a waiver application .for AP 47--25•-36, creating two parcels noting that a negative deolaration was adopted and subject to the following conditions: 1. Deed 30 ft. right -of --way from centerline of Meridian .Road.. 77-72-2-460 ti COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WOR 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT " BUILDING Owner/ ' SO. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mai I i ng Address 7 9S /�N �� Fireplace Total Valuation GO T e on o. � Permit Fee Building Address , Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 . Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. N �%� —� Q Zoning &Planning Water piping 1.50 Each gas water heater or vent 1.50 F ' •a;er►ita,t ri I Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5.outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. ans Rec'd Parcel rovol PI pproval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Single Family Duplex Mobil Home Others 9 Y ❑ P ❑ ❑ Main service 600V OR LESS 100 AMP 5.50 IL 00 ALES Main service EA. ADD�L 1ao AMP 2.50 Main service OVER s 25.00 100 AMP O OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST OR ADDNS. ACCLBLDGS.LING CCUP, h\ 22.gft / CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under.the name style of: NEW CO I T � BRANCH CIRCUITS 2.50ea NEW CONSTR. BRANCH CIRCUITS) NEW CONSTR. POWER APPARATUS 8 NON-RESID, SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTIiRES 6 sL , Ex. OCCU / FIXED APPLNS, OR p.(FIXED (RESID•) EA) 2.00 Temporary service 10.00 N?��/�iLF G G����TQ Mobile Home Facilities 15.00 License No. 3 Classification •C���—�� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wo men's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ir0� $ TOTAL PERMIT FEE 77 $ J0 a( ..r....,.,.. a....— anc va. .y v. UUu av cnaci uNvn uIc above-mentioned property for inspection purposes. �( X—t6 W-96 t�-�l,A ..tea o Date � Signature of Permiteee or Agent Receipt No. Z 77 Zl White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Bite County Code and/or resolutions to do work indicated ab3 f r which fees have been paid. 4-R€CV051 OF PUBLIC WORKS Building permit 6pires Date 01 MOBILEHOME SUPkOkZT DATA Mobilehome Mfr. C WAm aja - Setup Model No. Z/ q/2 Year Width 2</ (ft.) Length .. 5_2, (ft.) - Expando Size ft.x ft. (Draw support details below) . On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets .(if. not .on filth t�n y of Butte) . fV, /1� V SFoot inns (check . ones V /T/ 1. Wood either , pressure treated or Center Center Support fdn.-:grade.:- Support Footing Sizes Locations (in.) 2. -Concrete pad'. �' D 3. Other, `specify --. — — — — — — - Supports check on) (e TV -1. Concrete block ( —�. x 2. Concrete piers .. .. 3. Steel piers .. ........ .... .. . ......... 4. Other, specify -:j . ......: .. Typical Support x 3v Footing Size .(in.) in. Max. Pier. _.,t-;: Spac ing in. - Max. f I Overhang ^If�i piers arof e drawn above, draw in locations, spacing, d dimensions. BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville,.CA. ' PHONE: 534-4541 MOBILEHOME INSTALLATION.SHEET 1. Owner's name: 2. Installer's name: D/��s►��,��>-- rr����3,/.� %'o.Hr_ G�.v.—�/� 3. Is the site currently under permit? Yes / 77f No ( If yes, furnish permit number , ::Z?a 7� /� �= ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- % o a Amps 6. What is the mobilehome site service rating? --------------------- Zt9 O Amps 7. What is the mobilehome site circuit breaker rating? ------------- % D U Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes No (If yes, identify the load and size: /ff%%' 1(Load) l5" (Amps) 9. What is the mobilehome as p.. site pipe g P ?---------------------- size. 3. 10. What is the type of gas service? ----------------------------- Natural / / LPG 11.. What is the gas pipe length from meter or tank to the mobilehome? `7 (ft.) 12. What is the mobilehome gas demand?-------`� 3 (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) BUTTE COUNTY -, 1.3 BUILDING DEPARTMENT APPROVED.- ry � PERMIT NO. 2898-7oB 1 ' PERMIT EXPIRES. Vincent. Tonelli `OWNER 'CONTR. owner ;LOCATION (A.P. 47-25-4I0/sC E/S Meridian Rd., app.4 mi.NE of Hwy 99E, Chico Temp. Power Pole Called PG&E N Temp.LElec. Serv. CaNlled PG&E Temp. Gas Serv. Called PG&E /OB FINALED (Date (Sign ure 4. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS . t' =v� . '•`i ; ' ' - BUILDING INSPECTION REORD - • ! BUILDINGBUILDWG (Cont'd) PLUM SING Setback ® Firewall Soil Piping P 9 tI Forms Parapets 1st Floor _ Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwal I Sidin To out Slab Roof Sheathing Water Piping Piers Roofing Sewer ;. Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. i Heaters Slab Carport Footings Prov. for phsically handica ed Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FAJREPLACE Final Footings Y—/0 Footing ELECTRIC41- Masonry Walls I Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE PRINKLERS Motors Framin -L::L-0 -' / Test Water Htr. Stucco Final Subpanels Mesh ME ANICAL Grd: Fault Prot. Scratch HeatingService Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOMEUTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - Support Elec Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) I< i J COUNTY OF 'BUTTE — DEPARTMENT -OF PUBLIC WORKS 7County Center Drive —� Oroville, California 95965 �� Tel epl'one: 534-4541 �� /y APPLICATION AND PERMIT Adi/, Receipt No. �� � G{Oy S— White-D.P.W: — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant tiding permit expires Date PIN 7 BUILDING Owner �� O/�' SO. FT. OCC. BUILDING VALUATION Mai l i 7 _ ; Te a hone No. Ti Contractor Mailing Address Fireplace Total Valuation ,OD Telephone No. Permit Fee C7 Building Address d� /r /�� Plan Checking Fee&/or Penalty Permit Fee �$� O S O �-z N — iGcl4. /c PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping .1.50 _ n A. P.,P6' 2,S. 7 — ,0 Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 es at Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet 30 Building sewer 5.00 BI Ions Rec'd Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Famil y Duplex Mobil Home Others ❑ p ❑ ❑ Main service EA. ADD100 AMP 2.50 g7�+ ,12 ((// Main service OVER e0ov 25.00 100 AMP OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONS. DWELING OR ADDNST ( ACCLBLDGS.Ccup- Yl 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of:Ex. NEW RESID,CONST/ BRANCH CIRCUITS) NON.R ESID `BRANCH CIRCUITS 2.50ea NEW CONSTR (POWER APPARATUS 9 NON.RESID. SINGLE OUTLET CIR, Ex. Occuo(OUTLETS OR FIXTURES a �@ Occu FIXED APPLNS. OR P•(OUTLETS (REST D,) EA) '2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 i Yl am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. r j4f I certify that in the performance of the work for which this \ Via permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby auth ize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. . Date J�'ZL-2$ Signature of Permitee or Agent Land Development Fee $ TOTAL PERMIT FEE $ d2 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO F UBLIC WORKS By Date f Receipt No. �� � G{Oy S— White-D.P.W: — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant tiding permit expires Date PIN 7 / ✓J OROVILLE, CALIFORNIA GENERAL CLAIM Vincent Tonelli CLAIMANT: Rt. 4, Box 715-A ADDRESS: Chico, CA. 95926 CITY 8 STATE: IMPORTANT: May 23, 1978 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Duplicate mobilehome installation permit application. Mobilehome installation permit fee $30.00 TOTAL $30.00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as'stated. Datedthis .................................. day of ............................. 19....... at................................. Calif..................................................................................... Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and thatAiedis a Budget Appropriation❑ or SpeY� BoardOA=�ppvyJU (Check one) for the same. jr May ii Dated this .................................... day of ............................. 19......, at .............................. , Calif..................................................................................... Department Head or Authorized Deputy Dept. Exp. Code............................................ Code ................................................ PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY VENDOR CODE DEPT. & SUB. PROD. SUB. 0BJ. CLAIM NO. INVOICE NO. INVOICE DATE DISC. GROSS AMOUNT ENCUMB. SUB -DIST. INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure.. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Claims are paid every Tuesday; however, same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive e Oro;ille, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT i1AP-gyp White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I Building permit expires Date BUILDING Owner C Y) SQ. FT. OCC. BUILDING VALUATION Mailing Address b® (hone ha 17 Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee . Building Address Plan Checking Fee&/or Penalty Permit Fee 1� AT)PERMIT 71 PLUMBING No. @ FEE FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. — — Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F s Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Pians Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. P ns Recd Parcel A rovol Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES OTHER Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Single Family Duplex Mobil Home Others 9 Y ❑ P ❑ ❑ Main service 10ov OR LESS 100 AMP LESS 5.00 -L Main service EA. ADD'L 100 AMP 2.50 Main service OOEAMP OR LESq 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST OR AODNS. ACCLBLDGSLING 0 COUP. lti) 2P Sq ft / CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW RES,.,NST/ ULTCHI-OCII T NEW CO ID \BRANCH CIRCUITS) 2.50ea NEWCONSTR POWER APPARATUS B NON .RESID. SING LE .OUTLET CIR. EX. Occuo(OUTLETS OR FIXT11RES1 g L Ex. Occup. ( FIXED APPLNS. OR OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 5dI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. .I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. @ MECHANICAL No FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ze representatives of the County of Butte to enter upon the entioned property for inspection purposes. Datz-30—%R ZHSignotureof Permitee or Agent Receipt No. $ TOTAL PERMIT FEE $ .� This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I Building permit expires Date l OWNER Zoning Use Proposed Permit fee based upon: 1. 2. 3. Permit No. A. P. No. 407 -;2 Approved Not approved Complete contract price. Partial contract price (explain). DPW Valuation (show): At time of permit application, the applicant was advised the following data or information must be submitted pri to permit processing and/or issuance: Date received All items have been submitted. -------------------------- 2. Plot plans in duplicate/tri licate. --------------------- _�3. Complete plans i uplicat 4. Complete engineer s and calcs. -------------------- 5. Fees of $ --------- Letter of signature authorization. ---------------------- 7. Sanitation approval. ----------------------------------=-- 8. Planning approval for 9. Workmen's Compensation Insurance Certificate. ----------- 10. Contractors license information. -------- ---------------- 11. Parcel declaration, recorded copy. ---------------------- 12. Access declaration. ------------------------------------- 13. Aunt Minnie information. -------------------------------- 14. Deed of access, recorded copy. -------------------------- 15. Deed of parcel creation, recorded copy. -----=----------- 16. Parcel map, recording data. ------------------ ------ 17. Pre -inspection request for -- 18. Improvements - plans required & DPW approval. ----------- 19. r ---- - _ By Date Bldg. n-'sp-ectf 41 During plan checking process, the following data or information must be submitted prior to permit issuance: 1. Index permit for items above and in addition the following: 2. Applicant advised by Telephone Mail Other 3. 4. Plans checked by Plans approved by Date Date When permit is issued, process as follows:, 1. Mail to owner. 2. Mail to contractor. 3. Deliver with inspection. 4. Telephone and hold for pickup @ office. 5. Other Betore permit issuance, all of the following items must be signed or marked NA: 1. Zoning use 2. Legal parcel 3. Envir.Health - Date Plans Sent A. Sanitation ,B. Restaurant C. Other 4. Public Works - Date Ndtice Sent A. Street Imp. B. Drainage C. Permits & Fees D. Other 5. Planning A. Use Permit B. Variance C. Other 6. Other Agencies - Date Plans Sent A. Fire Dept. B. Other BUTTE COUNTY PERMIT PARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP _0532 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION BIN # Website: www.buttecounty.net/dds A `L� t 5 oq2 e <N **PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER OWNER INFORMATION Last Name e �� S F' ame e ALAL-9 Address ,7 3 u 1=, D l City. t C zl St Zip 5 PhoL 30 18�-1 q 1 q Fax 0l3 �ej 5 9 E-mail Lic. # ARCHITECT/ENGINEER CONTRACTOR Name City Address State City Phone State Zip Phone Book Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name Addresse— City l C State Zip q 579 Phone Fax E-mail StatWce-se Number APPLICANT INFORMATION Name u v►-� Pt S h e � Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE For office use only: Zoning JA —C Flood Zone I SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PROJECT LOCATION AP# Property Addr6ss Ci Cross S r et WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Descror Scope of Work: Sq FT- Living5350 Garagel$g2 Open Covi32 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: K.6• Amount: ` Bldg 4.1 1n n WMZ SRA Receipt #:y "1 Sheriff MIP vtner Date: 12-0-0 ""22- 1� - �3 Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee.. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 3_UL) 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: }- P U P h S ASSESSOR PARCEL NUMBER C) LI -7 -- rn Proposed Building Use: N Sl" Aw-i I lnill Permit Technician: K .G . Dater `'c5- inn Items required in order to apply for a permit. AT boxes MUST be checked OR marked NA in order to apply. TTN 1. Site plansrSor 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 orA sets, signed by the preparer of the plans. L�' _ 3. Engineered.plansa33 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. T i 4. ,Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. �d 1 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 find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Find 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 14� :V 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) g14. Sanitation and site plan approval from the Environmental Health Department inVChico ❑ 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 .............................. :f 22. California Department of Forestry plan approvaN4aid. Sent by: �ff 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check ... - co 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑/ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 1❑26. NPDES Form............................................................................................. N.iv* 4Noi27. 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 .......................................... 0 W 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 lglq o lailaf' and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1 Date: 1. Index permit application foftheApb640 ems_p mber Plan Check Letter 2. Additional items required Contractor, designer wner as advised of the above data by 92r;hone, ❑ mail, ❑ counter, by Date: Contractor, designer, ner, 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: approved by: y Date: Structural reviewed by. Date: Structural approved by: Date: - 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 STEVENS, DENNIS APN No: 047-690-002 Application Date 12/5/2005 Permit No: BP 5-3205 1 2 3 4 5 6 6a RECEIPT DATE Tech/Asst BUILDING PERMIT FEES ESTIMATED AT APPLICATION $5,032.88 3019.73 t�t___� % Plan Check portion of Permit Fee $2,013.15 FEMA BYes Flood Elevation Review $109.98 0 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 $95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 NON-REFUNDABLE portion of fees due at application $2,108.15 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: 7 (IMPACT FEES - RESIDENTIAL*I Per Dwelli Applications After 2/14/05 :.1 SFD Per Dwellina I IPer MFD ,c Chico Urban Area 5372.09 3071.14 EI Medio Fire District 3128.31 3995.45 North Chico Specific Plan 2297.77 SR -1, SR -3, SR-1/PD 7938.53 R-1 8031.53 ° 6757.08 R-2 7541.53 6850.08 R-3 6780.53 6360.08 Processing Fee is automatically added to impact fee total 8 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# 0 DRAINAGE FEES* MFD ,c MH 3071.14 3117.43 3995.45 4889.56 2297.77 2326.36 6757.08 7633.49 6850.08 7726.49 6360.08 7236.49 5599.08 6475.49 0 $100.00 $200.00 9 CHICO STORM DRAINAGE 770 Butte Creek ; MASTER PLAN 771 Comanche Creek 772 Little Chico Creek New construction, vacant 773 Big Chico Creek 774 Lindo Channel ; land, on 1 acre or less - 775 SUDAD Ditch ` Enter 1 or less acre value 776 Mud -Sycamore Creek ` 777 PV Ditch ; 9a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 10 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 10a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. RECEIPT DATE Tech/Asst 18.13 l g30y 12/5/05 Kourtni $41.44 RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst _YI I PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan I check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES' Chico Unified School District 062 11a RECREATION DISTRICT FEES* JChico 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: j Date: l S� 004/' Pursuant to Government code Sectionyou re ereby notified those Items followed by an ""may have been imposed on your project. You have 90 days from the date of approval of the porje t or from the mpostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section &2,Df. K:/Building/Forms/Schedule of Receipt Fees Residential 1105 Butte Co un ty Departm en t of -De velopm C12 del-wCes. 7 County Center Drive ' Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile $'0 T \To O .\:::-',tom�/ O oO cou Nay 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: 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 a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any, changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required .permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs. and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: a�� Vn toS �'�T� V 2yl S APN: O 4-77- C ->q D— O0 �. Building site address: ��a c1 �� > 11 Z a v'e �-- V -\Permit No.: aJ 2b5 46' C—'\/\ A X01 7 3 I have read, understood and accept the terms and conditions as expressed herein as indicated :by my submission of the above -referenced building permit application and my signature below: SIGNATURE 6F-A-PPLICANT DATE OWNER -BUILDER VERIFICATION - Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. . Please complete and return this information at your earliest opportunity to avoid unnecessary. delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [XJ NO[ ]. 2. I HAVE [x] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: ru NAME: o'l 2'rt r V,^ 1 to e- ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4.. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY DATE: — — a NOTE- This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX.-— - GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23 -II -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. (UBC 1922.2.4) Minimum underfloor clearances ffom finish grade to wood joists is 18'; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) 4- Max. Min. 4 x 4 post @ 5'- 0" o.c. 4- ;Max. Intermediate rails 36" Min. spacing shall prevent the passage of a 4" diameter sphere. a Top ofTop of 3/4" clearance_ Deck SIDE VIEW 4- Max. Joist to the edge of -_ �he wood Min. 2x pressure treated ledger member joist Min. 2 - 3/8" x 2" lag bolts or screws. Min. 2 - 1/2" dia. thru bolts required TYPICAL LEDGER GUARDRAIL An approved post If the deck/porch is 30" Pier posts greater cap connection or greater above the than 3 feet in height Girder or connect girder finish grade a guardrail is need to be diagonallyand post with required. braced between posts JU 1/2" plywd gussett Post and 3 - 16d nails 4 - 16d nails or top & bottom an approved post base connection 6" Min. ------------- \ 1 t If using precast piers, 12" x 12" Footing 8" Min. embedment wet set precast pier into concrete footing TYPICAL PIER FOOTING Guardrail 1997 UBC.xis Department o Public works h C o u s t o f 6 U t t o Y LAND DEVELOPMENT DIVISION it 1_ E 0 J. Michael CrUMP, Director storm Water ManagementPrO;ram 7 Cbun� ® y Center Drive ` �,o -� Oroville, CA 95965 :SCO U ly� / (530) 538-7266 A UC WOF�S (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ln Construction Storm Water Permit and Storm Water C 1llutlon Prevention Plan (SWPPP) Acknowledgement (LESS 7NA1`1 Project Description: Project Location andlor Parcel Number: (11/� C �] 11< a >r{ V7 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 ritain from the State of California Regional Water Quality Control Board. Phased projects that c more multiple site build -outs of less than one acre•but when combined with subsequent phases Storm Water Permit from the State of than one acre of disturbed soil will require a Construction California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction State of California Regional Water Quality Control Board for a project. Storm Water Permit from the S that disturbs onacre or more of land may result in revocation of grading and/or other permits or other e sanctions provided by law. Signed: Title'. Date: SITE PLAN REVIEW APPLICATION Date: AP# Permit Number (if applicable) b5--_ COOS— Bin Number APPLICANT INFORMATION Parcel Size: Owners Name:'��'��—����' S Owners Address: Telephone No.: Site Address: C/7--��� Proposed Use: Zone: Residential GP: *,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 ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel M ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 0 Resolved By Date cT- 1 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: A:—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 r Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear 5 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 r Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: i E—<:: ` ZT Lot: Book: '75 Page: /c 4 �/ OWNERS CERTIFICATE yye, VINCENT D. TONELLI and DORIS M. TONELLI, as owners of the Zang shown hereon, and MIO VALLEY TITLE AND ESCROW COMPANY, a corporation, asfru sten under Deed of True, recorded August 26, 1977, In Book 2205, of Official Records, at page 112, and Dad of Trust recorded August 26, 1977, in Book 2205, of Official Records, at Page 106, do hereby Certify flat ". I. the ani' persons what. can.ent a re<essarr to voce clear title to socia lard W w sem fo roe preparal tali and retardation 01 eaitl map as shown within the borderline. That portion of KILKARE LANE, as shown within the borderline of said map, Is hereby offered for dedication to, public sa one county road pu,po.eA. YOX UGEL" TONELLIVV IN DORIS M. TONELLI MID VALLEY TITLE AND ESCROW COMPANY, a corporation v:aa-�tne:leerTt ACKNOWLEDGEMENT STATE OF CALIFORNIA) COUNTY OF On this 43 day of , In the year /405 With. meo Notary Public in and for said stale, persorl 1, appeared VI ENT . TONELLI and DORIS M. TONELLf, known to me to be' the person, whose n subscribed to the within Instrument, and acknowledged that theyesecuted thea e. WITNESS my hand and official coal. 2RAAR .m.Awm_..,..vw.w_o„ . 0 cCIZS,l IR'SIEft;vVKf —:.�Potary Public ACKNOWLEDGEMENT STATE OF CALIFORNIA) COUNTY OF ja,M) )stat On this / .(I day ofg,��+�cV� n the year /999 before me iARiV. - -.... v/ 0 Notary Public m and for said A late, per olNaM, d R 1 'h.CAA1E , kr At me to be the U&Z - of MID VALLEY TITLE AND ESCROW COMPANY, o corporation that executed the certificate hereon as trustee, known to me to be the person who executed the certificate hereon on behalf of the corporation herein named, and acknowledged to me mai wen Cor pora+ion es—od the w WITNESS my hand and official aw 1.e &- an.rwuL wry onFMq �. oTIMFIL Notary Public .,, o_ „ /,ya G.+. E....m.ar IF SURVEYORS CERTIFICATE This map was prepared by me Or Wer my direction and was compiled Irom record data end is based upon 0 field savoy in wnformance with the requirements Of the Subdivision Map Act at the request of VINCENT D. TONELLI on ]eotember 3 1979. 1 hereby certify that II conforms to the opproved terotive mop and the Conditions of approval thereof, that all provision. of applicable slate laws W local ordinances have been complied with Q�4Fi.SS10p� EVERD A. Mc CAIN R.C.E. 14203 a'e No. 14113 z EA)vvC CIVIL �! OF CPUF COUNTY SURVEYOR'S CERTIFICATE Thismavhas ben awmined this ?o"f dayof N1<�6<- 19ZL'for C-formaoce with the teem—sufs of Section 11575 of the Subdivision Map Act. The offer for dedication of Kilkore Lane is not accepled at this time CLAY CASTLEBERRY R.C.E. 14224 County Sun veyo, County of Bull. RECORDERS CERTIFICATE Filed this Arei day of, 19%C. a+ //:/9 &M. in Book 7.57 of Parcel Maps at page. and County Recorder , County at Butte By Depu / Serial No: PARCEL MAP BEING A DIVISION OF PARCEL 2, BOOK 61 MAPS, PAGE 35, ALSO BEING A PORTION OF SECTION 30, T23N., R. I E., M.D. B. and M. BUTTE COUNTY, CALIFORNIA OWNERS VINCENT D. and DORIS M. TONELLI McCAIN ASSOCIATES 19161 e91-Ie6] 992 RIO LINOO AVENUE CHICO. CALIFORNIA 9]916 CONSULTING ENGINEERS -SURVEYORS SHEET I OF 2 24 19 PARCEL F0. 1' IRp1J PIPE 1' Z Q 5811°Ifi JO -E R.C.E.12436 ]O.Oi _588° I6'!O"E (R -I) - SEE DETAIL "A" ' iD. I/E' IRON PIPE R.C. E.II553 I 1>35.98' �- 2279.33' �\ 9� 3I /�\'�G/I1•^f\'' ME. COR. OF SEC. 25, T23N., n �\8t9Y � 543. SSF" _ 2/ R.1 W., M.D.B. B M. PER BR. 42 � I\ 1543.. � / ¢ � PARCEL MAPS, PG.35 m , 0 SCALE I"= 200' N I Z F' WEEF CR So' I r N AkI TA 1 9 I 1 C 1 1 ]5 ) 1 e ^ 30' N/W DEEDED TO BUTTE PARCEL! L \ 9 ` PARCEL 2 COUMY, 8x. 218J OFFICIAL ""147 AC. u RECORDS. PG. 3!4 T\ 41' Je'F. 6\ \ 9.60 AC. 3 1 LOCATION MAP \� m IND SCALE) 1 I 3 s I 60' ITT PURPOSES, EASEMENTBE RE FOR 8040 B PUBLIC ^ J p UTILITY PURPOSES, TO BE RESERVED IN DEE09 v a 'IL y �� P0. 1" IRON PIPE H o SEE DETAIL "C,` J\ SEE DETAIL"B"I pe �° R.C.E. 124511 LEGEND 1 1-20'BS,L. 10. ]/0 IRON PIPE FD. i IRON PIPE -°23'OS'w 1 - - - - - - OPEN ^--K, ✓ T 1 I I N J. Q SET 3/4" IRON PIPE TAGGED P.C.E. 14203 li]4.B>' -\9°''557.2fiFOUryp MONUMENT A9 DESCPTOED R.C.E. 12436 N 89°2!'03"W(R-Il KILKARE - - - - - - 1279.58- X % 4es.z9'527.28•,\ NB9°2J'03'W \ <E%19TING FCNCE CORNER30.00 20'8.9.L \F��EZISTINO WATER WELL PARCELPARCEL SI -� (R•11 RECORD REFERENCE EXISTING 60' R/W EASEMENT vo:n JP C 'Dv BS.L BUILDING SETBACK LINE BK. 1600 OFFICIAL RECORDS, 5.07 AC. GAG A.. M. 28J G L.ES. L. LEACH TREE SETBACK LINE 2S /F. 30'1. i.5.1.^�.—� BORDERLINE OF PARCEL BEING DIVIDED I. \ 465.35' z J� v B02.J6' \ - / SET NAR a TAG, TAGGED R.C.E. 14203 j S.88°5744"W(M) E%IST. FENCE B LONGSTANDING ACCEPTED 1287.72 tM-I) SBB°52']7 W(R-II PROPERTY Lin AS PER 45-W 2BB.3S'(9i7 (MI MEASURED DATA SEE DETAIL E' SEE DETAIL"D' p iy jK ,� F _ O7&OfESS;Oy. RECORD REFERENCE A TOTAL AREA 55.83 AC. it R-1 BOOK 61, MAPS, PAGE 35 E / FD. 3� A' IR BOOK 49, MAPS, PAGE 100 \ E � Y EXISTING OPEN C S BB•Ifi 30"E FENCE fAR. \(---P'P" N89°23'03'W C Di CPL\�P \ 0.17' NOTES SET MA4 B 30.00 W E.I9T LNG TAO 1N FENCE x 89° 23'01' W n I.1 AN EASEMENT i0X DRAINAGE PURPOSES 49 RESERVED IN OEEO FFNCE COR. COR.,-2.3 I ID S/4 IRON PARCEL MAP ' R.CiTAGGE b \M. M. IR 7294 -OI RECORDED JANUARY 23, 1970 IN BOOK 1600 OF OFFICIAL RECORDS, AT + g G PAGE 293, AND IN DEED REC011DE0 JUNE 27, 19T7 1N BOOK 2(65 0. C, OF OFFICIAL RECORDS, AT PAGE 18, AFFECTS ALL PARCELS. Z BEING A DIVISION OF PARCEL 2, BOOK 61 MAPS, PAGE 35, DETA/L °A' DETA/L °B° DETA/L C° SET NAILS `P BASIS OF BEAR/NGS ALSO BEING A PORTION OF SECTION 30, T.23 N.,• IND SCALE) TAO IN >.\ IND SCALE) Po \ lN0 SCALE) FENCE COR. POST / �, THE 84919 OF BEARIN® FOR THIS SURVEY 19 TAKEN FROY THE CENTERLINE R. I E., M. D. B. and M, / TAGGEORCFwPD3, OF MERIDIAN ROAD SHOWN AS.'NORTN'ONTHAT CERTAWMAP ONFILE INBOOK 61 - BUTTE COUNTY, CALIFORNIA I.O° 9117°Si 44 wI°��\5 \ OF MAPS AT PAGE 35, BUTTE COUNTY OFFICIAL RECORDS. �EK19T. E%1ST. fENCE\3 A }I OWNERS FENCE VINCENT D. and DORIS M. TONELLI �FD.1'IRONPIPE SB7°37'44 W TAGGED RCE 12436 F0. I IRON PIPE TAGGED RCE MAW MCCAIN ASSOCIATES (-1111-1115 492 RIO SHOO AVENUE CMICO, CA IFORNIA 95926 DETAIL 'D° DETA/L E' `CONSULTING ENGINEERS . SURVEYORS (NO SCALEI (NO SCALE) SHEET 2, OF 2 • - I AT PAGE 273, AND IM DEED RECORDED JUNE 21, 1911 IN 10011 2183 . SBB°16'!1; MOI' K OFFICIAL RECORDS. AT PACE 18, AFFECT BOTN PARCELS. FD. 1"IRgI PIPE, Q EXISTING WATER WELL • B.il. R.C.E 12•]6 BUILDING SETBACK LINE , L.F.S.A. _� S6B°18'30"E IR -I )I R•21 ---� SCALE: 1°° 200' ��— ORIGINAL PARCEL BOUNDARY LINE'BETWEEN PARCEL 1910.]2' �- • � 2279•.33' la -N _ —� FD. w, IRON PIPE, NEW PARCEL BOYMDA a LINE I .;CE. 11203 ♦4 / (R -I) 1 769.01' 1 .C.E. 11351 (R-2) n (R-3) BOOK 42 OF MAPS, PAGE 35 (ROPER) I 1 \ I.E. COR. OF SMC. 25, _ - • 1 E 23 N., P.1 W., .0. B. B BK. FOSS m- - 1 1 �, 42 PM., 30 SO. - cle IPARE aI PARCE L/ 1 L", Z30.069 AC. 14.0801 AC. s t.�lz :CE:,. 2 m TO s,%,.RON PIPE, m OPEN /� S32°4336 E, i ., I I '207. 64'IR-II N e9°z]'Bi w, 30.00' �— — — — — — 1278. SB•IR_II — — — — — 2]0.1 / 255.E 782..2• , I N 89.23'03W - s2nxe'IR•q� \" K lL MAgE / 1811— . LANE 2292.14! \ \ F0. 3N•IROM PIPE, 7 , A.C.E. 1 20] 60 R/W EASEMENT, 60•XONEXCLUBIVE EASEMENT F0.3N• IRON PIPE, 6X.1600 0. R.. 16. 283 FOR ROADS PUBLIC UTILITIES, R.C.E. 14203 FD.1•IAON PIPE, BN. 73 P. PD. 10 R.G.E. 12438 / \ BASIS OF.BEARINGS THE BA51S OF BEARINGS FOR THIS SURVEY IB TAKEN FROM THE CENTERLINE OF MERIDIAN ROAD AS •NOIITN° ON THAT CERTAIN MAP ON FILE IM BOON 61 OF MAPS, AT PAGE35. BUTTE COUNTY OFFICIAL RECORDS. SURVEYOR'S CERTIFICATE 7H15 MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS •OF THE LAND SURVEYORS ACT AT THE REQUEST OF Y[CAIN ASSOCIATES. -ND A. Y[CAIN R.C.E. 1420! NOTES I) 71,E BOUNDARY LINE MODIFICATI01, W44 APPpovEO BY THE BUTTE COUNTY ADVISORY AGENCY ON NOVEMBER 23, 1981. 21 AN EASEMENT FOR DRAINAGE PURPOSE. AS RESER ED IN DEED RECORDED JANUARY 23,1910 IN DOCK 1600 Of OFFICIAL RECORDS, �`IS-' •t AAL� •�}yr! �" 'Ti"^y.' AT PAGE 273, AND IM DEED RECORDED JUNE 21, 1911 IN 10011 2183 0 K OFFICIAL RECORDS. AT PACE 18, AFFECT BOTN PARCELS. •[� CN:1•. ' r COUNTY SURVEYOR'S CERTIFICATE 71,10 MAP HAS BEEN EXAMINED FOR CONFORMANCE WITH THE REOUIREMEMTS OF THE LAND SURVEYORS ACT THISZB FA DAY OF it ,19dL. CLAY CASTLEdWAY R.C.E. 14220 COUNTY SURVEYOA.000NTY OF BUTTE pF'cht`+ RECORDER'S CERTIFICATE FILED FOR RECORD TNISrL�O Y Oi H ATM., IM BOOR Of MAPS AT PILE AT THE REST, OF MACHIN ASSOCIATES. CLARK A. NELSON COUNTY RECCO.RD''E''R��,--CO''U,,NTY OF BUTTE SERIAL MO�L71 BI GGn�S�:. DEPUTY , 24 LOCATION Y Y 3 19 g m AD LP O`e0 1 a) I b 30 aDAD1 iMi ELf ER M I ROAD -- -- M LOCATION MAP NO SCALE LEGEND 0 SET 314" IRON PIPE TAGGED R.C.E. 14203 FOUND MONUMENT AS DESCRIBED EXISTING WATER WELL • B.il. BUILDING SETBACK LINE , L.F.S.A. LEACH FREE SETBACK AREA ---� BORDERLINE OF RECORD OF SURVEY ��— ORIGINAL PARCEL BOUNDARY LINE'BETWEEN PARCEL AND PARCEL; BR. 75PARCEL MAPS. K. 10 NEW PARCEL BOYMDA a LINE • .RECORD REFERENCE - (R -I) BOOK 75 OF PARCEL MAPS, PAGE * (MICA.) , (R-2) BOOK 61 OF MAPS,PAGE 35(ROLLS) (R-3) BOOK 42 OF MAPS, PAGE 35 (ROPER) RECOM OF SURVEY BEING ALL OF PARCEL I AND PARCEL 2 AS SHOWN ON THE MAP ON FILE IN BOOK 75 OF PARCEL MAPS, AT PAGE 10, ALSO BEING A PORTION OF SECTION 30, T.23 N, RAE., M.D.B. and M., BUTTE COUNTY, CALIFORNIA OWNERS VINCENT D. TONELLI and DORIS M. TONELLI MCCAIN ASSOCIATES Is --Bess p.O.BOX 2174 1105 FORTRESS 6E• CHICD, CA. 99927 CONSULTING ENGINEERS -SURVEYORS SHEET 1 OF I A.P N0. 41.25 - 156 0 117 3246 Butte County Department of Development Services. �urrE, aaen IN ® T E S 7 County Center Drive, Oroville, CA 95965 - ' (530) 538-7601 viww.buttecounty ngVoos �OUN�y RESIDENTIAL APN: Permit No. 047-690-002 Owner:. STEVENS, DENNIS 4729 KILKARE LN, CHICO Site adores Cont: GREENE ROOFING Contract., NSF(LIV, GAR, COV) Type of Permit: 05-3205 P 1. 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 0 = Not OK RESIDENTIAL (Single. & Duplex) DATt (UNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ` 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 69 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn _ 14 Girders Sills-Anchr BoltsJoists-Vets-Cripples 15 Acc & Vntltn 16. Insulation lel- DATE '`° DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 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-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 pnls 38 Insulin -Walls -Ceilings 39 Infiltration -Walls -W ndws s o''° vT DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns 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 GFI 47 Subfeed Wire Sz ga ❑ CU or ❑AL AC Wire Sz ya ❑ CU or ❑ AL 48 Range Circ ga ❑CU or ❑AL Oven Circ ga ❑ CU or ❑AL Insulated Neutral ❑Yes ❑No 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 UAlt (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 flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub,Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain.& Ovr 1w, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 0 DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sis & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 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 flr Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 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 Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vrits abv Roof, Plmb-Appinc-Frpic-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-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 4 Os° 0�� =OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/CIO-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat O or LPO Inch Sz Ft Lngth 7 Blckng; 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 ✓3< Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs O Foundation O 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S'C O V E R S'C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-C nn ctrs -S hth g 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 JPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pniboards-Insultn 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 o'er c` c` Pool Drawing 417 ;-q /4�,���- �.w. Cep C-..9--97-3 alo 00,' - lin ro/ rehd . w0.-tex --100 Rprox NOTE: See the attached R esidential Construction Recuirernents Pages o /nom BUTT' COUN RUI.LDING DEPAR-rME :-. p� x 0 M -Q, �o .In op C3 aE Ln . s 3 Iz, 0 Lo RECEIVED APR 0 9 2000 BUTTE COUNTY BUILDING DIVISION v4�