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028-450-028
J'd Alf i, > F ' :j c S•' 4R 'fid i }F I:r. t !a _ 7 147 %tet Sin ' c f x : .'t"17�•• , � , � � • • � � I � ��J ��s W <h j=j} lf,�"�}�T •s . s t' s � / i •''- t t ' i triiat � dt�e }+! f � .. ,, 1 �i •. .-r.."�rx`' + rpt:}i Ott: ��f3lt'+' frs :}Fw 1 � + ,t • {{ f - rs ••j x + � :f f 4 , t { 3��.� � t: t�, �IrA,�i f .. � L a ' f K.• S _ r it RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 ��►05-0072100 Recorded I Official Records I Coun4 of I CANDACE J. 6RiIBBS I County Clerk-Recorderl 011:37AN 28 -Nov -2085 I REC FEE 1@.00 CONFORMED COPY 1.00 SA Page 1 of 2 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. DONNA M. MCDONALD ETAL REAL PROPERTY OWNER/LESSOR 1423 GREY OWL CIRCLE MAILING ADDRESS ROSEVILLE PLACER CA 95661-4005 CITY COUNTY STATE ZIP 835 SWEDES FLAT ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT BANGOR BUTTE CA 95914 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also propeny 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 04-3550 n (530) 538-7541 BWM GPERMITNO. i I TELEPHONE NUMBER MNATURE OF LOCAL AGENCY OFFICIAL ' ' 'DATE GOLDEN PACIFIC-CHICO DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. CMH MANUFACTURING 2005 GOLDEN WEST MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER ALB0294220R A/B/C 66 x 27 ORE473306/7/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 028-450-028 HCD FORM 433(A) REV. 8/91 - WHITE -County Recorder CANARY . HCD PINK - Applicant GOLDENROD- Building Dept. 07/14/04 14:33 FAX 530 877 3443 ORDER NO. BU -179210-3 r DESCRIPTION THE LAND REFERRED TO HIS DESCRIBED STTuATED IN THE STATE OF CALIFORNIA, FOLLOWS; COUNTY OF BUTTE, AND PAR CMIi PARCEL 1 B , AS SHOWN ON THAT CERTAIN PARCEL MSTATE RECORDED OF CALIFORNIA, OFFICE OF THE RECORDER OF BO COUNTY OF BUTTE, 30, 31, 32, ON SEPTEMBER 17, 1999, IN BOOK 148 OF MAPS, AT PAGE (S) 33, 34, 35, 36 AND 37. RESERVING THEREFROM AN EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. AP#: 026-320-003•-000 (PORTION) P&RCZL IT: AN EASEMENT FOR ROAD AND PUBLIC UTILITIES OVER PARCELS 1 THRU 211 AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDE9 OF THE BOOK COUNTY OF OF MAPS BUTTE, AT STATE PAGEOS) CALIFORNI32 � 033sE3T4EM3 5R 17, 1999, 36 AND 37 - EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL 1, DESCRIBED HEREIN. DaScription_ Butta,CA Document- Yea r.DoCID 2000.13972 Page: 2 of 2 Order: I1= C=Mnent: BUILDING PERMITS NUMBER: 04-3550 Address or location of unit: 835 SWEDES FLAT ROAD, BANGOR Legal Description of Real Property: 028-450-028 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: DONNA M. MCDONALD ETAL Owner's address: 1423 GREY OWL CIRCLE, ROSEVILLE 95661 :INSIGNIA OR HUD NUMBER: ORE473306/7/8 SERIAL NUMBER OR V.I.N.: ALB029422OR A/B/C i MANUFACTURER'S NAME: CMH MANUFACTURING YEAR: 2005 OFFICIAL APPROVING INSTALLATION:( DATE: //-Ila-65 PHONE: (530) 538-7541 H.C.D. 513C 4 STATE OF CALIFORNIA k NUMBER: I �: �- <• USINESS; TRANSPORTAT40N AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENTi, Y= w . _ DIVISION OF CODES AND STANDARDS=' 8 724643- i� MANUFACTURED HOUSING PROGRAM TV MANUFACTURER CERTIFICATRiYQF_ORIGIN DISTRIBUTION: ORIGINAL (PINI) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). - COPY 1 (MITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) - DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION.._•. _ COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.6 - Side 1 - (7/97) _ ❑CHECK IF THIS ISA DUPLICATE MCO -ENTER ORIGINAL MCO NO. .'•.t'i`p. �':,.�, .� n:,�.: g . • MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING __ _?�_ _ _ _ _ _ . D, .. __.. .m. r __. _.. :.. _. NUMBER OF ._ ..... _ SECTIONS SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING - _TRANSPORTABLE COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME:' ` MANUFACTURER LICENSE NUMBER: "PiN tfi:?(dLF!iLTUkiPiG 4�cST, IRtt:. fRF11^-6458 _ .... _ .... ; ., MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: (SNI615 PACIFIC AL'UD , SW. ALNNt!Y. GF: 97321 (City)- State(zip) MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: MOD YR n n ilmm• 6'7f ] 7".-i�!�6•?C f.:.4n]F '.tAC ilr iffhi c . NAMEOF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO)°- ` CALIF. DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION: GOLDEN PACIFIC-CHI.00 0 16f1n5 DEALER OR TRANSFEREE ADDRESS: StiiW GAMER LME, CHICG, CA 95`373 Ci State(zip) INVENTORY CREDITOR NAME: •]1C nD r_nCE "TT" r ifof INVENTORY CRED TOR ADDRESS: F2(� I�ARI�ET S?i ET SUITE 1130.. KNOXVILLE, -1W 3719):11 , ! (Street) (City), State (Zip)* SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER .. ..LENGTH_ . WIDTH WEIGHT 1-6 INCHES (POUNDS) 1 ALB02940KCIIR A. ni'E4'331b .02 B Gi?E + i 3313? ?9c i r 2 26.61 �I Rsxsae�fllR 1 fl r .x% 7= 19^ ?1.497 TRANSPORTER NAME: TRANSPORTER ADDRESS: Street(City) - State - - (zip) DESTINATION FOR UNIT DESCRIBED ABOVE: v O i V (NAME ._ _ SVeet ,� _ _ _ _ HEFFH Srl�•��LI: (City) - (State (zip) JV! _ -„ ! ♦J• �f1f.L, 1n il^ ER �"Ji'J I certify under penalty of perjury under the laws of the State of Califomia that the above fads are true and correcL Executed on at J_;. � _0+3650 (County) (State) SIGNATURE OF AUTHORIZED AGENT: /� DISTRIBUTION: ORIGINAL (PINI) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). - COPY 1 (MITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) - DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION.._•. _ COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.6 - Side 1 - (7/97) _ ' f AREA T } Butte County Department of Development Services 965 • euTTE, N TE S .7 County Center Drive, Oroville, CA 95 e •COUNty• (5311) 538-7601 www.butte=tnty netJdds n RES IDENT LAL APN: Permit No. 028-450-028• 05-2735 Owner:K�- 'MCDONALD, STEWART- - - Site Address: 835 SWEDES FLAT RD, OROVILLE Cont: WILLIAM F. SQUYRES J ` _ I Contractor: FIRESPRINKLERS •Type of Permit: i 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: V , r SIGNATURE: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION'#: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BPO52735 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/10/2005 APN: 028-450-028-000 the Business and Professions Code, and my license is in full force and effect. License Class: I License Number: J ZO to Site Address: 835 SWEDES FLAT RD ORO Date: "q Contractor. Map Index: Description: fire sprinklers OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a MCDONALD, DONNA & STEVVART, permit to construct, alter, improve, demolish, or repair any structure, prior Owner: to its issuance; also requires the applicant for such permit to file a DEBORAH signed statement than he or she is licensed pursuant to the provisions of '835 SWEDES FLAT RD the Cont'ractor's State License Law (Chapter 9 commencing with Section 7000) of- Division 3 of the Business and Professions Code) or that he or OROVILLE CA she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the applicant.to a civil penalty of not more than five hundred dollars ($500).): (916)780-4802 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not or offered for sale (Sec. 7044, Business and Professions `intended Code: The`Contractors`S'tate License Law does"not apply to an owner of property who builds or improves thereon, and who does Applicant: SQUYRES JR, WILLIAM 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 P O BOX 3176 year of completion, the owner -builder will have the burden of CHICO, CA 95927 proving that he or she did not build or improve for the purpose of (530)345-1012 sale.). ❑ I, as owner of the property, am exclusively. contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SQUYRES JR, WILLIAM pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code P O BOX 3176 CHICO, CA 95927 _ Date:' Owner: WORKERS' COMPENSATION DECLARATION I herebyaffirm under penalty of perjury one of the following declarations: License M 275206 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code,.for the performance of the work for which this permit is 'issued. .0 I" have and will maintain' workers' compensation` insurance, as Architect: - •• required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. Policy #: Total Square Ft: 0 S. F. Valuation: $0.00 q0 lv I certify that in the performance of the work for which this permit is issued, I shall not employ. any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: 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. ryJ f Date: 1 .. Cl ` APP licant: ')II n �7 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one { 0. hundred ''thousand' dollars ($100,000), in addition to the cost of I compensation, damages as provided for in Section 3706 of the Labor - code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit !S „ rPhy ii; U rahlp prngisinnc of -the Butte, County Code and/or ! hereby of = that there is a coy struct;on 1widing agency for the of the work for which this is issued (Sec 3097 Civ.) Rbe�'fuiiu to do work in i aMich.fees have been paid. 11-2 performance permit Name: By. / Date: EXPIRES /2 ' Address: PERMIT ON: / / Date ❑ I. hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the.required E.P.A.. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it unlawful to alter the substance of any official form or docu ent of Butte County. I hereby authorize representatives of Butte County to enteruponthe above mentioned property for inspection Krposes. Print Name: V. �/ 111 kV-, �. �] A %A �j ^f e S __7C , Signature: ^ I O ' ' Date: . S ❑ Owner X Contractor ❑ Agent for Owner 0 Agent for Contractor . = OK-' 0 '= Not OK MANUFACTURED HOM,'E•S r :MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; SzSpacing-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 ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C KS -C O V E R S'C A R P O R T S'G A R AGES 1 Zoning -Setbacks -Easements 2 Figs; SoilsSz-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; Cal umns-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 pnis DATE POOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal 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 Pimb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide 40 O\\�• °sS �S °s 0c 401 0`\ Pool Drawing .=OK 0 = Not OK RESIDENTIAL (Single. & Duplex) DATE UNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmtistn Air Baffle 2 Fig Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Ancht-Nail Prtctn 3 Fig Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Fig Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel -Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test Oa 0` Oa 0` 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test DATE IMECHANICAL 12 Elec Undrgrnd 61 AC Ducts Insultn & Support 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 Girders-Sills-Anchr BoltsJoists-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 a DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-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 Cirnc 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 X -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-Fndtn 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 pnis 83 lnsultn-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 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc-Ins Prtctn 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-C/O 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 ❑ AL 98 Address Posted AC Wire Sz ga ❑ CU or ❑ AL 99 Fire Sprinkler 48 Range Circ ga ❑ CU or ❑AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 11 o°' 0111- 49 Service -Riser Cndctrs & Grnd Main Dscnnct 49 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.netldds www.butte-generalplan.net ADMINISTRATION " BUILDING' PLANNING NOVEMBER 16, 2007 MCDONALD, DONNA M PO BOX 31 BANGOR, CA 95914 Re: Building Cotle Violation Case#: BCE07-0250 Location: 835 SWEDES FLAT RD AP/1 028-450-028 Dear MCDONALD, DONNA M: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location for the failure to obtain th:7� rmrt, r ections and approvals form this office for the following: Failure to final erm(ar New Gkra - Eieas� p Since permits and inspection fr above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees.. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. Other regulatory agencies including by not limited to Butte County Planning, Public Works, Environmental Health, and California Department of Forestry may need to review an approve this project. Please be advised that even though you apply for a building permit that does not guarantee approval of this project. We would advise that you also consult with these agencies regarding their approval. . It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or, to present an acceptable plan for- abatement or, corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Bill Barron at (530)538-5367 or visit out office located at 7 County Center Drive, Oroville. Our hours of operation are 7:30 am to 4:30 pm Mondays, Wednesdays thru Fridays and 8:30 am to 4:30 pm Thursdays, excluding Holidays. Sincerely, $ilWnZN52W�' Supervisor, Building Inspections cc: Assessor 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.netldds PERMIT NO. BP052735 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/10/2005 APN: 028-450-028-000 the Business and Professions Code, and my license is in full force and effect. / License Class: I License Number: �ZO(O Site Address: 835 SWEDES FLAT RD ORO Date: IO^ •y0< Contractor:\W M Map Index: Description: fire sprinklers OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior ._ Owner: MCDONALD, DONNA & STEWART;""; to its issuance, also requires the applicant for such permit to file a DEBORAH signed statement that•he or she is licensed pursuant to the,provisions of the'Contracto(s State'License Law (Chapter 9 commencing with Section the `Coniiicto(S - '835 SWEDES FLAT RD 7000) of -Division 3 of. the Business and Professions Code) or that he or OROVILLE CA I she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation.. of Section 7031;5 by any applicant for a permit subjects the applicant-to'a civil penalty of not more than five hundred dollars ($500).):(916)780-4802 ❑ 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' S`;'ate License Caw does not apply to an owner of•property who builds or improves, thereon, and who does Applicant: SQUYRES JR, WILLIAM such work himself or he or through. his or her own, employees, provided that such improvements are not intended or offered for ='sale' ,,if however the,buildiii*9 o'r improvements are;sold within one P O BOX 3176 year of completion, the owner -builder will have the burden of CHICO, CA 95927 - proving that he or she did not build or improve for the purpose of (530)345-1012 sale.). ❑ I, as owner of the property, am exclusively,- contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code., The Contractors' State License Law does not.apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SQUYRES JR, WILLIAM pursuant to the Contractors' State License Law.).... ❑ ; 1 am -Exempt under Article 3 of the Business and Professions Code .P O BOX 31.76 - CHICO, CA 95927 Date:' Owner: - - „ WORKERS' COMPENSATION DECLARATION I hereby:affirm under penalty of perjury one of the following declarations: License #:-27,5 206 ❑ I -have, and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor. Code,. for the performance of the work for which this permit is issued. . "❑ 'I"have and will "maintairi-workers' compensation' -insurance, as Architect:-, -r - -.•• •• �• + _. • •+- •-n--�-��•�-•••• required by -Section 3700.the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers; compensation insurance carrier and'policy number are: Carrier. Policy a: Total Square Ft: 0 S. F. O Valuation: $0.00 D I certify that in the performance of the work for which this permit is issued, I shall not employ. any person in any manner so as to become subject to the workers' compensation laws of California, and agree, that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: t / forthwith comply with those provisions. Date: Applicant: • `�' WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred 'thousand' dollars ($100,000), in addition to the cost of compensation,damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. ' CONSTRUCTICtd LENDING AGENCY ' This permit is _rehy igcii. - - inn!cahle p ,wis%nr s of the gutt? County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio to do work ind ated allove forytilch fees have been paid. performdnce of the work for which this permit is issued*(Sec 3097 Civ.) /Q /� •—� Name: BY / Date: PERMIT EXPIRES ON: / /% — A2 Address: Date ❑ l hereby certify that the use of this facility shall complywith Sections 2.5505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and,use of hazardous materials. ., ❑ Notificalion'in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attaci3ed are copies of the required E.P.A. notification forms. V- , 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 cu ent of Butte County. I hereby authoriie'representIatives of Butte County to enter upon the above mentioned property for inspection rposes. Print Name: V v ; l 1, 4w. Q u { e S �� . Signature: J\1�7�_ Date: 0 Owner x'l Contractor ❑ Agent for Owner ❑ 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 APPLICATION "PLEASE PRINT CLEARLY" PERMIT BP BIN # APPLICANT NAME CONTRACTOR Name 4 Address r City State Stat � Zi Phone O11 Fax _ 3 v E-mail Date Approved: Lic. # O CI APPLICANT NAME ARCHITECT/ENGINEER Name G Address Zap City State Zip Phone Fax E-mail State License Number APPLICANT NAME Name IS CA YNI '- Address City State Zap Phone Fax E-mail APPLICANT SIGNATURE X �\ For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: WORKER'S COMPENSATION Policy Number r Carrier ,V 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 j Description or Scoa of Work: Ctc r6% EO i' C'wV1dw%nA1f.. Sq. Footage O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a pemut 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. Receive Amount Bldg �j SRA Receipt #: %� j f Sheriff X40 SMIP OVER FOR SUBMITTAL REQUIREMENTS IL K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Date: 0,3 9- Other ( Total REV &- 16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Bu ND Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AIN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed -by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets, of stamped a'n'd signed calculations. ❑ 3. , '2 Engineered truss details and layouts (if required) (NO FAXES!). f ❑ 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). -- - , t ❑ 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 siamped and wet -signed by the -engineer Mobile, Manufactured, or Modular homes: ' ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! �• ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. t ❑ . 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 GRAPHPAPER! ❑ 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 FA)ES!). ❑ 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. - t ❑ 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 TORMSIBUILDING F0RMS1BIdgApp1SUbRgmts.doc Page 2 of 2 REV 6-16-04 S- o. - 2-11 35 . COUNTY OF BUTTE-DEPARTIIi1ENT OF DEVELOPMENT.SERVICES-BUILDING DIVIS1bN 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET rOWNER: �%I _ /�(.�G/ ( ASSESSOR PARCEL NUMBER z. Proposed Building Use: I r C,- QI (I Permit Permit Technician: 7P. Date: i Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. al5 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form i. ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 16. Fire Sprinklers............................................................................................ 0 17. - Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by C118. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ... O 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ............ ❑ 25. Contact Land Development about _ Improvements, _ Drainage :....................... ❑ 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone_ S`/S' �o /- Rnz srf mA /Land hold for pickup. I I have been informed of the above items and requireeRits for obtaining a building permit. ���Applicant -,4. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, O counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was adyised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:tans approved by: Date: Structural reviewed by: ' Date. Structural approved by' Date' Note transfer by: Date: Yellow: Building Division Date: 10 - 3 --�3 S- WILLIAM F. SQUYRE5," JR. Fire. Protection '•Lic. No. 275206 �tpl VVI RVia Fire J(,�r�� ►c✓ S Jcw, Cf�60fiCt R 1 QO�� •� y 2g ' 9 S o� 0 2 $• Q •�> > RES jr • �VJ 3 i jr ire.ntrPr 3 16n 5 ' S Wide s o► > ;Cti�'' ' . • ' � Lit: o � �. Oro�.11�� tv c-16 wA� 1 OF ci��-��oP 1 1 •; C . VnahS� 1 2g .3 GP 2: Z C 3 1p S 1 1 vw•� 3• �, ,, 1 �/C SV eP I� 1hC . �. S�-' 1v1t C0vi Ir on ' � r • � '' q SYam 1 7a 11 (� S h cJ iY 1a BUTTE -COUNTY h !!NG.DIVI:SION PROVED P.O. Box 3176 • Chico, California 95927. 916. 345-10:12 \—J6 - ( )"v v Ai 3 C - . i AQ Qv<- 1 Jv� 1 �or ��ft � i.l��,�f � ��►-, West Homes Drawinq.Date:02/16/05 2/26105 11: 7 HYDRAULIC DESICD1 INFOWATICN SKEET Job Name: Golden West Homes Location: Mc Donald Residence Drawing Date: 02/16/05 Contractor: RimploxGrifinell 6305 SW Rosewood St #A Lake Oswego, OR 97035 Designer: Michael Easley Calculated Hy:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Remote Area Number: 2 Telephone:503-683-9000 Construction: Occupancy: Reviewing Authorities:Radco SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: TYCO Area per Sprinkler 196 sq ft{ Model: LFII Hose Allowance Inside 0 gpm I K-Factor:'4.20 Hose Allowance Outside 0 gpm Temperature Rating: 160 ,,�LCULATION SUMMARY 2 Flowing outlets qpm Required: 28.3 psi Required: 26.3 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir. Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 0.0 psi I Rated pressure 0.0 psi- 1 Elevation 0 Residual Pres 0.0 psi { Elevation 0 ,; { At a Flow of 0 gpm I Make: ��'► Well. Elevation 0" I Model: I Proof Flow 0 gpin location: Source of Information: SYSTEM VOLUME 15 Gallons Notes: .�-� - � �r � � * `, t n- y; t:::s q� '`e 1-i4�'i„•"';K?;�'�i�.. µ���rt:eils+5i'�,Sr*ts. The DMC Multi -Stage Centrifugal Pumps offer heads to 175 feet and capacities to 5O GPM. Designed for the profes- sional contractor with heavy-duty cast iron pump case and seal plates and diffuser with Noryl impellers and A"®. Smith 561 -frame, 2 -compart- ment motors for years of proven service. Available in 1, 1-1/2 and 2 HP models. • Residential Lawn Sprinkling • Turf Irrigation • Heat Pumps • Water Transfer j. • Pump Case — Close -grained cast iron Diffuser — Reinforced polypropylene Impeller — Noryl° Mechanical Shaft Seal, Type 6 — Buna- N, Carbon, Ceramic, 18-8 stainless steel Mounting Base — Steel Du Moto D Rugged Construction —. 6 Easy Serviceabilty — D Heavy-Du t Conti Heavy-duty closed -grain Normal wearing parts g cast iron pumR case and are easily accessible for operation. A.O. Sn- 'seal-plate service and replacement, with stainlesstors have steel Drain Port — Provided w ® ithout disturbing -for easy winterization piping —_ • ' ' ° • Shallow Well Adapter Pump/Motor Unit Order A Catalo Disuha a rg Order Number Len ht. Bt �Approz. lbs. Number Number H►' Suction SINGLE PHASE -115/2-s0V°' IIS/230V'1-1/4" 07052 19-1/4" 54 66661 1" DMC -2-100 1 07053 20-1/2" 61 07656 DMC -2-150 1-1/2 1-1/4" 1" " 07054 20-718" 63 07657 DMC -2-200 2' 1-1/4' 1 DMC SWITCH KIT SK75 (APPLIES TO ALL MODELS) Approx. Wt. Lbs. Catalog Number 2 66632 '2 HP available 230V only. NoryP is a registered trademark of General Electric Co. • -- ,,mntnr rom I WICOR Industries I Delavan, WI 53115 USA AL.PU- MPS c — 4 m'ufti-4age centrifugal pprmnps ,rmance 80. – I I'll ''I .... ..... . .. . .. .... .... .. .. . ......... .. ... ..... .. ''.] . . . . . . . . . . 10 20 30 1 40 50 60 PAPER MINUTE CAPACITY GALLONS C USA 1 A5870WS van, wl j— IMMWWEISL. F 426-9446 w-w.a.ermotor.coM WICOR industries Dela van, 230-1816 Fax Order,: (800) A KIL WWI sow . . . . . . . . . . . . . . . . . . . . -3kJ G aT it G sGu77� or 7JdP11e-Y G,eocx 71'e BUTTE L-OUNTY DEPARTMENT OF DEA'ELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7036 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: 05-0871 Issued: 6/8/2005 Address: 835 SWEDES FLAT RD Area: OROVILLE Owner: Applicant: DONNA/DEBORAH MCDONALD/STEWART Permit Type: GARAGE APN: 028-450-028 Description: GARAGE 44/R „ Z,/- Flood Zone: SRA Area: SETBACKS for Zonine. AG. SRA. PW Front: Ultimate R/W from CL:: Rear: SRA: Side: AG: Other: Total Setback from Centerline of Road:+ ALL PLAN REVISIONS MUST BE APPROVED .BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings HI Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Ido Not Pour Concrete Until Above are: Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing TI—I Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/ Drag Trusses 129 Do Not Install Siding/Stucco or Rooting Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Inspection Type IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 538-7281 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 1 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Finals Public Works Final 538-7681 Fire Department/CDF 538-6226 Env. Health Final 538-7281 Sewer District Final at 1 1A "PROJECT FINAL -1111 801 111L,7 1 11 Bolt -rrglect rinai is a t-ernncate of occupancy for (KGSs,thal Only) PERMITS BECOME NULL AND VOID I YEAR FROJI TH[: DATE 017 IS' iANCE. IF WORK HAS COMNU'sNCED, YOU l9 I'.AY I R A 1 YEAR REN1 %1'A'- 311 DAYti It UOR TO EXPIRATION Inspec:t;:r Copy COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. - If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date/ (2:7 Inspector REV 4/05 Phone # 57,E =,y_ gra FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 v NOTES RESIDENTIAL PERMIT NO. _'.028-450-028. 05-,0871,w,_ MCDONAL,D/STEWART, 5 0871,w.— MCDONALD/STEWART, DONNA/DEBORAH. '9�- SWEDES FLAT RD, OROVILLE i Cont: REDLINE ANEW PRI DET GARAGE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ, SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 =blot OK NotApplic. = Not Readyable 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/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECW, C9MERS, CARPORT GARAG (Plans) OK except #'s L*'ZpKhg Requirements-Setba - asements 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. Cprports; Windows -Doors Trusses 10. oof; Shthg-Roofing 11.xt.; Steps -Doors -Landings qhn!%' 1 Braced Wall Panels Date Card B-1 Date WCard B-1 Date Q Card B-1 Date 14.1.0,- Card B-1OWA,/L Date POOLS (Pla s) OK except #'s 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Card B-1 Date Card B-1 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 41. 11. Water Pipe; Test -Anchors -Regulator -Service Test 42. 12. Electric Underground 43. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 44. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 45. 15. Access & Ventilation 46. 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. - Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes ❑ No Clearance Looked under Floor O Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive Q Yes O No/Walks O Yes O No/Planters 0 Yes O No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Date FRAMING (Continued) Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Plafform if Furnace in Attic Date 55. Card B-1 Date Card B-1 Date 56. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Siding -Nailing Veneer 41. Sills Proper Materials & Anrbors Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 42. Walls Studs -Nailing Spacing A Braces -Plates -Sound Glazing Area -Glass Protection -Skylights -Plastic 43. Bearing Walls over Girders & Floor Nailing Shear Walls; Nailing -Bolts 44. Draft Stop in Walls (rat proof) Brace Interior/Exterior Wall Panels 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Insulation -Walls -Ceilings 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type 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 O Yes _ 83. Following Instld./Drive Q Yes O No/Walks O Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: M I cu 5f 1 PTN. SEC. 34, T. 19N. R.5E & PTN. SEC. 3, T. 18N. R.5E. M.D.B. &M. 0 o 1 n � 46 35 2 NO1.14'48w ------------------------------------------ 34 W.00 922.42 89755 24 20 72-3337.41Act 26 40.17Ac PTN. 15 46 27.7OAc 5 N0007'29w 11 i 172.884 4 O 72-33 la.o64cf Il, PTN. 3 .25 6 O 13.37Act PTN. 4 41797 8 (:i) 12.85Aci \\ = PTN. 5 *g,;,, 117J5 10 O 12.864c± _ PTN. 6 430.21 0.56.55 12 14 O O 13.2OAcf 12.74Act - - `PTH.^-.\_,.spj 7 8�� ` 17 40.16Ac ,0 - - - -� p- TN. PTN. %� - I I 14 '` ' PTN'"-g / 5.804c3 5.2lAct \�`�\. P 6 2.69Act 25 2 1312.19i O _ 42.9OAcl19 PTN. 23 r`N, 40.06Ac O~ O7 O9 11 13 LS 18 22 m 760.0, i lO� i PTN. ` f 3 PIN. 4 PTN . 5 PIN . 6 PTN. PTN. 7 8 PTN. 9 - PTN. 11 PTN. 14 TURK '" 26.304ct 2 F2 26.7.54c± 27.16Act 27.134ci 27.424ct 27.27Act 37.20Ac.* 34.30Act 34.89Act - ` CREEK 148PM30 21 40.1OAc 530.76 - > 13 40.26Ac 151a89 iM $78 {62.09 48209 162.09 34I 617.01 5n60 1422.84 331 4 17 32 21 40.584c ::Pli! il:E 16 65Act 31 20 39.39Ac 592.72 j 2067.38 L\ 30 19 39. ! 7Ac 29 28 18 17 39.13Ac 38.95Ac 32 37 Butte County Assessor's Map Book 28, Page 45 NOTE These parcels ere for assessment purposes only and nW not constihrte 4901 partxls. CREATED BY 08 CREATED ON 1-10-2000 REVISED BY 8P REVISED ON 5-31-2000 ETTECTIVE 00-01 ROLL Prewous Book 28. PortionOl a I7 Cam led The Butte CountyAssessor's Office BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 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. r� � �, License Classs�:� License Number:24&�� — Date: 'F, Contract9c Q OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section. 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will .do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as 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.S2- II �1�G� Policy #: b ll�i,5�-I�IAJ �4 ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicark— WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BPO50871 Issued Date: 06/08/2005 APN: 028-450-028-000 Site Address: 835 SWEDES FLAT RD ORO Map Index: Description: DET GARAGE(576) Owner: DONNA MC DONALD AND DEBORAH STEWART 1423 GREY OWL CIRCLE ROSEVILLE CA 91678 (916) 7804802 Applicant: RED LINE INSTALLATIONS INC JENNIFER MC CRAE 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 Contractor: RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 License #: 848025 Architect: Engineer: Total Square Ft: 576 S.F. Valuation: $13,824.00 Census Code: V �I2 CONSTRUCTION LENDING AGENCY This permitiefiereby issued u der the icabl provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio s to do w Ot dic ed abov ,for w h fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: BY Date: PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name YiJ(�Ll ,��P Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner �7Agent for Contractor ts. t:. tsuuomg rermitui-io-uv pg i BUTTE COUNTY PERIMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION 0S'O�SI ( AND 'SUBMITTAL REQUIREMENTS BP 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION <��Z/g q0 LOCATION AP# Property r 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 APPLICANT SIGNATURE /2Z I F r office use only: CONTRACTOR Address Name D'2,21L,nQ Address ' L14- /76- Inc Address • C State APPLICANT SIGNATURE /2Z I F r office use only: CONTRACTOR Name Name D'2,21L,nQ Address ' L14- /76- Inc Address • C State Zip • City - � StateC1`4 Zip 5S PhoneZ State License Number Fax 9OII _ -7d- v E-mail Lic. # goZ CI ss ..7 APPLICANT SIGNATURE /2Z I F r office use only: ARCHITECT/ENGINEER Name e Address ' L14- /76- City No State Zip Phone � Fax E-mail Planner State License Number APPLICANT SIGNATURE /2Z I F r office use only: APPLICANT NAME Name e Address /5157 ' L14- /76- City No State( -,Zip Type Const. Phone � Fax E-mail Planner APPLICANT SIGNATURE /2Z I F r office use only: Zoning 1 4<5 1 Flood Zone SRA No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS Description or Scope of W k: bas M. ti -pp- i Sq. Footage -7& ❑ 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. K:\FORMS\BUILDING F0RMS\131dgApp1SubRgmts.doc Page 1 of 2 Received by.—P Amount: `7 • 67 Bldg SRA Receipt �v� �rn Sheriff SMIP Total REV 4-30-04 SUBMITTAL 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. 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! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. 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 ----signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation ❑ 6. plans. 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 GRAPHPAPERI ❑ 2. 4 Engineered plans with wet signature on plans AND 2 setsof stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if ❑ 4. required) (NO FAXES!). 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 ❑ 9. stamped and wet -signed by the engineer, Letter of intent. ❑ 10. Haiardous 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\BIdgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR lr_ 7 County Center Drive Croville, CA 95985 (530) 538-7601 Telephone (530) 538.7785 Facsimile O TO: FROM: ' LO < SUBJECT: ftft O z DATE: WILLDAN Scott Rutherford (530) 538-7160 o�UTTFo o �i� o o . o o = '. 4 o c0U N'�y snitherford@buttecounty.net Plans Transmittal For Review Per Contract 4/6/2005 Applicant: McDoand / Stewart Permit No: 05-0871 Project Type: Det Garage APN: 028-450-028 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other � �-..�. .�_...�. .-. ,.-.• � r..-.....�^_ r.�,.r., V-r,-r=��:�.- r.,� �.;.`..._ ..r.-:.-�..^.ter.,--�,.-• _.� .K •.. r..... _ '`-- �+� )`''� ° 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: 19 t�j`/C /i�C�I / `�r:� ASSESSOR PARCEL NUMBER 455 o Proposed Building Use: 9(67Ce Permit Technician: Date: Items required in order to apply for a permit. fAfi boxes MUST be checked OR marked NA in order to apply. Ir 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 1V 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 1 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) anS ^ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable- S <55 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet.............................. G ❑ 21. City of Chico Plumbing permit..........................................................r Site plan and business license approval from the City of Biggs...... --........c�..� California Department of Forestry Ian approval Braid. Sent by. �� - 4. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:.>......�' lJf 25. Contact Land Development about - Improvements, - Drainage ........................ T I1 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... '� ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... �! ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone/- lP'7��' 1e1217,r C and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: -s<-u c Date: V- 5, 1. Index perm) application fof the above items numbered: Plan Check Letter 2.Witionalems required_signer, owner, was advised of the above data �h e, ❑ m ❑ unter, by. Date: -'rV mAIsigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: F Date: Structural reviewed b Date: Structural approved by:W411d&A Date s - Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty*.net/dds OWNER / ► LCL A.P. # � 61ZF PROPR,QkED BUILDING USE r DATE RECEIPT # DATE REC. /BUILDING PERMIT FEES ry� p To --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.). Sq.Ftg. X $0.03 = $ 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 120 6. SRA FIRE INSPECTION AND PLAN CHECK FEE 204.9 aid at Building Division) 7. WATER TENDER FEES BATTALION # —10 8. $200.00 (paid at Building Division) SMIP ! v 9. OTHER 10. OTHER 11. OTHER "q-'5-(gS7'/9P 4 A$-, ' (9 - rq 0� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPL DATE �Z- S -05 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) o�Q�r �v��TrF0� Department of Public Jerks 0 I/;.° County of Butte LAND DEVELOPMENT DIVISION ° J. Michael Crump, Director Storm Water Management Program \\ ° CO �� ° / 7 County Center Drive (f N Oroville, CA 95965 AUC W (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknew@edgement fLESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: cS ' L1 — C>Z F By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more.of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/ inaccurate information' or .failure to :apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: ' — , r) !-3 Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program P—A—A CMAlMA N47Serving WI LLDA�N Public May 4, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1539 Jurisdiction Job No: 05-0871 Assessor's Parcel No: 028-450-028 Description: New Detached Garage Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies sheets AO through A3, dated 04/03/05 by Ross P. Farland ➢ Truss Calculations: Two (2) copies dated 10/28/04 by Moss Lumber Co. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of'the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC • Part 3, known as the California Electrical Code and abbreviated herein as CEC • Part 4, known as the California Mechanical Code and abbreviated herein as CMC • . Part 5, known as the California Plumbing Code and abbreviated herein as CPC • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as CECS CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit documentation. Specific Type of Type of 1" Floor 2° Floor Total Use Occupancy Construction Sprinklers Stories Sq Ft S Ft S Ft _. Garage U-1 V -N No 1 576 NA 576 CONDITIONS OF APPROVAL ! 1. There was no site plan submitted to Willdan with this plan set. Approval will be contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special -inspection needs pursuant to CBC 1701. Sincer ly, Isaac Kuster Plans Examiner Cc: Alice Mefford; E-mail: amefford@buttecounty.net Jennifer McCrae, 13407 Garner Lane, Chico, CA 95973, Fax: (530) 891=6720 Page 2 of 2 Cotrn.t of Butte Permit .Number 05-1539 Wil.idan'P.rcIjectNu,mber 14353-0871. CDF FIRE SAFE REQUIREMENTS AP# 028-450-028 PERMIT # 05-0871 NAME: McDonald/Stewart Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. IA [E F pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. K [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X) Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See. "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. L Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback o Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 9/20/2005 Darren Read Date Signature PE F F I R IN 0 State of California ;'> �• Business. Transportation and Housing Agency .`,.. - `DE12ARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT p " + Y ,� �• Divis on o(,Codes and Standards �. HCD 415 APPLICATION FOR ❑ Addition or Conversion ❑ Alternate Approval ❑ Technical Services CONTRACTOR/OWNER BUILDER DECLARATIONS Not required for Special Purpose Commercial Modular 1. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisionsof Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code and my license Is in full force and effect. 4 te f ;"rates-}� 6; ;_ t + License Class a)e # Uc. No.;: i ' /e-�' Exp. Date ) + Contractor �'5 c e )' i�f�'S?;/`'111,111.�_ 2. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the (allowing 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 pprovisions of the Contractors License Low (Chapter 9 (commencing with Sectlon 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt there from and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit sublIecis the applicant to a civil penalty of not more than five hundred dollars(S5170).): ( ) I, as owner of the property, or my employees with wages as their sole compensation, w ll do the work and the structure Is not Intended of offered for sole (Sec. 7044, Business and Professions Code: The Contractors License Low does not apply to on owner of property, who builds or Improves thereon, and who does such work himself or herself or through his or her own employees. provided that such Improvements are not intended or offered for sole. If, however, the building or Improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Low does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a controctor(s) licensed pursuant to the Contractors License Low.). ( ) I am exempt under Sec. B. & P.C. for this reason Owner Date 3. WORKERS' COMPENSATION DECLARATION . I hereby affirm under penalty of perjury one of the following declarations: ( )I have and will maintain o 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,hove and will maintain workers' compensotion insurance, as required by Section 3700 of the Labor Code. for the performance of the work for which this permit Is Issued. My workers' compensation Insurance carrier and policy number ore: Carrier y .may Policy Number tThis section need not be co 1 00) or less).mpleted if the permit Is for one hundred dollars (S () I certify that In the performance of the work;`for which this permit is Issued, shall not employ ony person in any manner so a; 'to become subject to workers' compensotiori laws of California, dnd agree that If I should become subject to workers' compensptl8n provisions of Section 3700 of the Labor Comply Code, I shall forthwith Coy wlthJhosejprovisions. ' Applicant r Date r , / ;11; 01 FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN O THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN 06 OF THE LABOR CODE, INTEREST. AND ATTORNEY'S FEES. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agencyy for the performance of the work for which this permit is Issued (Sec.3097, CN. C.). Lender's Name Lender's Addre 5. CERTIFICATION I certify that I hove read this applicatlon acid state that the above Information Is correct. I agree to comply with oil city and county ordinances and state lows relating to building construction, and hereby authorize representatives of this county to enteg`uVon the obove-mentioned property for inspection purposes. f,6. Signature of Applicant or Agent r ' a Date t; ❑ Inspection To Obtain Insignia SECTION 1 - UNIT INFORMATION I/We Are requesting services for the following unit(s): ! /'+ r t f (Check Appropriate Box) t' j ' t it , 14 �O1 -Nta �s DTN i ' �' „nufactured Home/Mobilehome O Multl-unit Manufactured Home Fee Cl Commercial Modular (Occupancy Group 1 O Special Purpose Commercial Modular Date`!'��.f s ti , + 1 " Decal or License No. : n1�' � � ! � �' �.•� AA No. t��r Serial Number(s) f e Q ^ CO C�P w lo 117-r i Manufacturer Nome/r1=5 r _; r n .v1 r RT BY s' Model Name i{ r f 7 yV Insignia/HUD Label Number / L / is Year of Manufacture G�: f -� ;, �i • SECTION 2^OWNER/ APPLICANT INFORMATION Owner t-'..• ° •%i ( `s tTi f a.Jot n ! 3C ti i �1 i (� `• ` �.^-31 ✓l +r i - Address City tRiy f )'J ? ) t',:County — Coun a ii 7 G - T— Location Address ? --( : i C' 1 Applicant_ -, r .A I -A i'lr�tr' Address t 2" .t' (C.. )f City fi i.. DP r ~%fT�T Telephone_ SECTION 3 - CONTRACTOR, TECT OR ARCHIENGINEER INFORMATION f.: r _ Contractor's Name_ f y �- � • + {-�ff ('%.� t 1.,.� r. Address 1 ' --J-7 Architect/Engineer Name T Registration No. Address SECTION 4 - DESCRIPTION OF WORK/ACTIVfTY AND VALUATION Describe the proposed work/activity in detail. Attach additional pages if necessary. Where structural alterations or additions are proposed, complete plans, specifications, details, and calculations are required to be attached to this form. Provide the make and model of any appliance to be Installed and provide complete electrical calculations for any electrical alternations or additions. Wit.' if 7(` •:w >V 'V�_C:�:--� 3,•4� _ S:/f . f�„ c int �-.i:" , �� . -`�, �c..-: Fr...-�'iaiksr. > Indicate the Total Cost oft the to be Performed ' SECnON 5 - SIGNATURE AND CERTIFICATION I/We hereby make,opplieat n for thJeservlces designated above. l j Signoture.� -- - �` r- . Dote I % "DEPARTMENT USE ONLY" f„_ >'O APPROVED O CONDITIONS (see reverse side) O DISAPPROVED (see reverse side) Signature of District Representative Daj'e DISTRIBUTION: YELLOW - DEPARTMENT WHITE - AREA OFFICE PINK - OWNER/APPLICANT HCD 415 SIDE 1 (Rev 1) /2004) INSTRUCTIONS: .� Inspection to Obtain Insignia: Complete Sections 1. 2, 3, 4, 5 and Contrbctor/Owner Builder Declarations. Submit the application and the , appropriate Area Office listed below. Upon return receipt of your processed application (White Copy), contact the designated Area Office,.,_ inspection date. A. lteration, Addition or Conversion: Complete Sections 1, 2. 3, 4, 5. and Contractor/Owner Builder Declarations. Submit the `completed application or,, to the appropriate Area Office listed below. Upon return receipt of your processed application'(White Copy)_ contact the designated'Areo Office to sc,. inspection date. Technical Services: Complete Sections 1, 2, 3, and 5. Submit the completed application and required fees to the appropriate Area Office listed below. Upon rb. receipt of your processed application (White Copy), contact the designated Area Office to schedule an appointment for services. = Southern Area Office Northern Area Office , _1 3737 Main Street, Suite 400 9342 Tech Center Drive #550 i Riverside. CA 92501 Sacramento, CA 95826 - (951) 782-4420 (915) 255 2501 Alternate Approval: Complete Sections i, 2, 3. 4, and 5. Submit the completed application and required fees to: Department of Housing and Community Development, Manufactured Housing Section, P.O. Box 31, Sacramento, CA 95812-0031. if you hove any questions you'may contact the 1 Department at (916) 445-3338. iECTION 1 - UNIT INFORMATION: Check one box to indicate the type of unit for.which you are requesting services` If_Comme'rcial Coach, also indicate the Occupancy Group Code (i.e. B2, E2, Al, etc.) In the space provided. Enter the unit serial number(s). `The serial t number(s) can be located on the Manufacturer's Certificate of Origin, the Certificate of Title,;:registration'documents or on the front cross member of the unit. Enter the year the unit was manufactured. Enter the manufbcturer's name and/or trade name. 1 This information can be obtained from the Manufacturer's Certificate of Origin, the. Certificate of:Title,. registration, documents or may be designated on the outside of the unit itself. Enter the decal or license number. This number. is located on the license plate issued by DMV or the decal issued by the Department of Housing. Enter. the California Insignia-.Numbef(s) or HUD Label Number(s) that were issued for this unit, if known. Y SECTION 2 - OWNER/APPLICANT INFORMATION: Enter the owner's name(s) and address of.theiunit. If the address for. ihe owner is different than the location of the unit, provide that'informotion is the "Location Address" area. If the applicant is other thdn the owner; enter the name, address and telephone number of the applicant. The Department will contact or correspond with the party 4 that is entered as the applicant. If the applicant is the same as the owner, the.applicant Information is not .requi ted to be ; completed. SECTION 3 - CONTRACTOR, ARCHITECT OR ENGINEER INFORMATION: If the services are being performed by-a contractor, enter the contractor's name and address. Also enter the contractor's license expiration date. If requested services InvoNe;an Architect or Engineer, enter the architect or engineer's name, address and license number. - SECTION 4 - DESCRIPTION OF WORK/ACTIVITY AND VALUATION: Provide a description of the work to be performed (i.e:, installing a new, roof, ' installing new windows, etc.) Enter the total cost of the work to be performed (total contact price). i SECTION 5 - SIGNATURE AND CERTIFICATION: The signature of the applicant is required along'with the date,the'form is signed. If the 1 application is for a replacement insignia or HUD label, the signature must be of the owner of the unit. CONTRACTOR/OWNER BUILDER DECLARATIONS Contractor: Contractors proposing construction are required by state law to provide the following Information: Item 1 - Licensed Contractor Declaration: Enter the contractor's license class, license number, license expiration date and the contractor's signature and date. Item 3 - Workers' Compensation Declaration: Place a check mark next to the declaration regarding the workers' compensation coverage that applies to the contractor. If the second declaration is marked, the contractor must also provide the carrier's name and policy, number. This item must be signed by the contractor and dated. - Item 4 - Construction Lending Agency: If there is a construction lending agency for the performance of the work for the service being requested, enter the name and address of the lending agency. If there is no lending agency Involved, enter the word "none". . Item 5 - Certification: The certification must be.signed and dated by the contractor or and agent.on behalf,of the contractor. Owner Builder: If the work or activity as described on the application, is being completed by the owner, the owner must complete the following items: Item 2 - Owner-Builder Declaration: Place a check mark next to the declaration which is applicable. If the third declaration is marked, enter the section number from the Business and Profession Code which provides the exemption and the reason for the exemption. The owner must also sign and date this section. ; Item 5 - Certification: The certification must be signed and dated by the owner. DEPARTMENT USE ONLY APPROVAL OF THIS APPLICATION IS CONDITIONED TO COMPLIANCE WITH REGULATIONS OF THE DEPARTMENT'' Any approval issued by the Department pursuant to this application is conditioned upon the applicant's compliance with the applicable provisions of the California Administrative Code, Title 25, Chapter 3, and the Business and Professions Code as it relates to contracting. HCD 415, Side 2 (Rev I 1 /2004) MH RIDGE BEAM LAY 1X6 FLAT OVER EXISTING SHEATHING AND NAILTO EXISTING TRUSSES OR RAFTEf WITH 2-10d NAILS FULL WIDTH OF RAFTEF HEEL. VALLEY FLASHING TOD \AP W 24'-0" APA RATED EXPOSURE 1 SHEATHING 16" O.C. 2X4 POST AT 16" O.C. w/Sd @6"EDGES 12" FIELD GABLE END RAFTER SIDE VIEW 2 — 16d @ EACH POST ALL FRAMING DF #2 OR BTR. TOE NAIL *RAFTER TO RIDGE WITH 3-16d NAILS. TOE NAIL 2X4 POSTS WITH 2-16d NAILS. ALL MECHANICAL OR PLUMBING VENTS TO BE EXTENDED IN APPROVED MANNER State of California Department of Housing and Community Development Division of Codes and Standards New 2/02 20/30 PSF GABLE ROOF TYPICAL BUTTE COUNTY BUILDING DIVISION APPROVED Department of Development Services Building Division 7 County Cent �9Di6ve �VOroville, CA��'(530)538-7541 (530) s14UFA�� Residential Construction Requirements APR 12 2005 IMPORTANT WILLD This set of plans and specifications MUST be kept on the job site at alr fifza.. eswird�i�tn s unnhW tW�t to make any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 C.B.C.), 2000 California Plumbing Code, 2001 California Mechanical Code, and the 2001 California Electrical Code. The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out of missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, C.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, C.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, C.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, C.M.C.) • Provide minimum one Y-0" exterior door. (Sec. 1003.3.1.3,C.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with C.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (C.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, C.B.C. • Attic access and ventilation (CBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per C.E.C. Article 410-8. Page 1 of 3 Owners Name: M G bOPJ*L4 1— Building Permit Number: Q S _ r Plans Examiner: Willdan • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ``/z"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, C.B.C.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, C.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, C.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (C.B.C. section 2506.5). Skylights per Sec. 2409 & 2603.7, C.B.C. • Protect plastic foam insulation per Sec. 2602.4, C.B.C. • Ground fault protection shall be required in al bathrooms, garage, kitchen, wet bar, and exterior receptacles (CEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the California Electrical Code, California Mechanical Code and California Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (C.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (C.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per C.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (C.B.C. section 2406). 2. Garage firewall separation — required on garage side. (C.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of C.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (C.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (C.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important Page 2 of 3 Owners Name: Building Permit Number: Plans Examiner: Willdan COMPLY WITH ITEMS INDICATED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. ❑ equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note:.We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ 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 ' from the side and ' 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. Page 3 of 3 Owners Name: Building Permit Number: Plans Examiner: Willdan MiTek Industries, Inc. Western Division 3140 Gold Camp rK Rancho Cordova.-.t# 1-800-772-5R5.A& pOh ,QCT' ?; uit RO )52 b Q yy�y'�I �0Ss LUM11E�. 5321 EASTSIDE ROAD REDDING, CA 96001 PHONE: (530) 244-0700 FAX: (530) 244-3329 TRUSS ENGINEERING & LAYOUT Client M & U a-4 Location I.D. No. Date: C po WARNING: DO NOT CUT. OR ALTER TRUSSES F C TRUSSES REQUIRE EXTREME CARE IN HANDLING, .D rn ERECTION AND BRACING. aQ 0c;0 SEE HIB -91 SUMMARY SHEET COMMENTARY AND 'd 105 SE 124Th Avenue . ..... tv Vancouver, Washington 98684 Q RECOMMENDATIONS FOR HANDLING, INSTALLING Cn Phone: ()449-449-3840 953 _... i BRACING METAL PLATE CONNECTED WOOD TRUSS S Faz(530)449-3953 O -< ` Z I.C.B.O. RESEACH NO. ER -4922 NER-QA275 I i ...—....... ---- E LOSS LUMBER 321-U WTSIDE RD. EDDING, CA 96001 ax: 244-33294-0700 :_,.. Name: 24X24 Address: Telephone: 24x2CGARAGE Job: 2 4 x 2 4 Hle louit on• ae c Mitek lobe 21x21 Scale: Not to scale Date: 8/15/02 Drawn s Moss Lumber, BEDDING, CA 96001, Renay namuen _2.0.p 12-0-0 2440 2tL0-0 2-M 2.0.0 12-0-0 12 0 0 Scale a 1:45.4 4x4 M1120= 4x4 M1120= 24-0-0 2400 LOADING (psi) TNS Truss Type DEFL Ply Garage R1286981 S7204 AE FINK , jury 1 1 Job Reference o lona Vert(LL) 0.00 19 n/r 6.000 s Jun 17 2004 MiT A Industries, Inc, Tue Jul 1314:31:17 2004 Page Moss Lumber, BEDDING, CA 96001, Renay namuen _2.0.p 12-0-0 2440 2tL0-0 2-M 2.0.0 12-0-0 12 0 0 Scale a 1:45.4 4x4 M1120= 4x4 M1120= 24-0-0 2400 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES r3rur M1120 220/195 TCLL 35.0 Plates Increase 1.15 TC 0.52 Vert(LL) 0.00 19 n/r 120 TCDL 7.0 Lumber Increase 1.15. BC 0.19 Vert(TL) -0.00 19 n/r 90 BCLL 0.0 Rep St • YES . WB 0.0A Horz(TL) OAO 18 n/a n/a Weight 1141b BCDL 7.0 Code UBC97/ANS195 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&BtrG OTHERS 2 X 4 DF Stud/Std G BRACING - - TOP CHORD .. Sheathed or 6-0-0 oc pudins. BOT CHORD Rigid calling directly applied or 1040-0 os, bracing. REACTIONS Ob/size) 2=372/24,0, •18F372/24-0.0, 28=136/20-0-0, 28=13024-0-0, 30=131/24-0.0,31=130/24-0-0, 32=134/24-0-0, 33=10824-0 ; 34=20324-0-0; 27=13624-0-0, 26=13024-0=0, 25=12824.0-0, 23=12824-0-0, 22=13524-0-0, 2100824-0-0, 20=2031244)-0 Max Horz2=12poad case 1) Max Grav2=592(toad'case 2), 18=5920oad case 3), 28-1460oad Case 2), 29=157Qoad case 2), 30=153(load'case 2), 31=156(load case 2), 32=1470oad case 2), 33=173poad Base 2), 34=2030oad case 1), 27=146(load case 3), 26=157(load case 3), 25=151(load case 3),2 3;=1550qad cage 3), 22=148Qoad case 3), 21=173(load case •3), 20=2030oad case•l) FORCES cab) - Maximum Compression/Maximum Tension TOP CHORD 1-2--0194,2-3=78/29,,3-4=,38/9,4- 5=28/14, 5-0=-30/13, 'b7=30/13, 7-8=30114, 8930/13, 9-1 0=31/0, 10-11 =3 110, 11-12=30113,12-13=-30/14, 13-14=30/13, 14-15=30/13,1 51 6=2 811 4,16-17=38/9, 17118=7829, 18-19=0/94 BOT CHORD 2-34-0/0, 33-34 /0, 32-33=0/0, 31.32=0/0, 30.31 /0, 29-30=0/0, 28-29=0/0, 27-28=0d 26-27=0/0, 25 26=0/0,..24-254/0. 23-24=C)H2, 22-23/12, 21-22c/12, 20-214/12, 18-20�On2 WEBS 9-28=126/0, B-29=13810,7-30-13510,6-31=135/0,5-32-138/0,4-33=11910, 3-34=195/0,11-27-126/0,12-26=138/0, 13-25=135/0,14-23=135/0,15-22-138/0.16-21-119/0,17-20--195/0 NOTES 1) Unbalanced snow loads have been considered for this design. 2) Overhang has been design for 2.00 times live load + dead load. 3) All plates are 1.5x4 M1120 unless olherwise.ind(cated. ' 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc, 6) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss design allows for the following max bolt holes along the member cAines spaced a min. of 0-0-0 apart 0.500in in the bottom chord. LOAD_CASE(S) .Standard. A WARxmo • vero design parameters and READ 110788 om 77718 A" D9Q.f = Aa78R Amnw = Pecs M9 T473 PSFORs IIS& Design vatld for use only with MTek connectors, This design Is based only upon parameters shove, and Is for on Individual bu0ding Component. ApptieablHy d design ppaarraamanjCInI�tuast and props InCerp-"On of component h respons1b61y of building desigrar -not hvu designer. fAocing shown b for lateral support of meer Doty. Adddlonaltectorddllanent oruchbdctbn qua7fy conbol stora, detivaryn and bracngtetyenblehorvu Phte hut''.. 5,3 D'Onofrb Orlva, AMd'aon, WI 53719. Q�pFESS/0\ C. ANn � 7*EXP. C17180-`� 06/30/0551 I CIVIC. �OFCA1- July 14,2004 7777 Greenback lane tp Su1le 109 CiWs Helphts, CA, 95610 !91 'MTek• _ Job Truss Truss Type Qty Ply LOADING (psf) SPACING 2-" CSI R14082110 Z1095 A FINK 1 1 35.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.17 8-9 (optional) Moss Lumoar, ncuuIrm), \,A ifoUu 1 4.[V I AM IS VCT I / LVUL MI I eK IncusTnes, Inc. I nu VCt Zti lu:b4:3/ Luu4 Page 1 -2-0-0 1 0.4-14 I 124)-0 1 17.7.2 L 24-0.0 I 26-0.0 2-0-0 64-14 0.7.2 5.7-2 64-14 2." Scale= 1:45.5 4x5 - 4 a a 05 = 04 - 5x6 = 0-3.4 1 15.8.12 I 24-U 8.34 7.5.8 B-34 N 5 Plate Offsets (X,Y): [2.0.3-2,0-0.21,[6.0-3-2,0-0-21,[8:0-3-0,0-3-01 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.17 8-9 >999 M1120 220/195 TCOL 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.24 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.07 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min 1/dell = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 3-9-2 oc purlins. 80T CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2=1342/0-3-8, 6 =1342/0-3-8 Max Grav 2=1454(load case 2), 6=1454(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=51, 2-3=-2713, 3-4=-2342, 4-5=-2342, 6-6=-2713, 6-7=51 BOT CHORD 2-9'=2486, 8-9=1708, 6-8=2486 WEBS 3-9--493, 4-9=651, 4-8=651, 5-8=-493 NOTES 1) Design load is based on 35.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard C 17180 z EXP-, .06130)/05. October 28,2004 A WA —Q - Vert f)y dafpn yarssmete+s and READ NOTES ON TB7S AND DyM"ED DDTEK P"ER l CS PADS MU 74,73 BEFORE USI. 7777 Greenback Lena m Deslpn void for use only M{th fvQfek connectors. lhb design h based Doty upon parameters shown, and Is for on IndMdual buAding component. Suite 109 App CobiGty of design ppaarraamenters and proper Incorporation of component b resporssibiily of building designer -not tens des(gner. Braeing shown Citrus Heights, CA, 95610 is far fafcal support of IndMdual web member only. AddiBonal temporary bracing to Insure stablity during comtructbn b the responsibility of the cedar. Additional permanent brodng of the ovca6 structure b the respors:ibiity of the butkling designer. For general guidance regarding fatxkaflon, gvaily confroL storage, deCNery, ceclbn and bracing, consult ANSI/TPII Quality Crflsrla, DSB-BP and BCSII 8u6ding Component \ A��m Safely Information avoBable from Tom Plate Iroftlute, 583 D'Onohb OrHe, f.Aadbon, WI 53719. 'Y�" October 29, 2004 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 6761900 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Redong (Ray) Yu, P.E./S.E. Regional Vice President Western Engineering Operations RY/ek STANDARD GABLE END. DETAIL -VARIES TO COM. 12 4x4 = TRUSS _ H *DIAGONAL OR L -BRACING REFER TO TABLE BELOW 2X4 NO.2 OR BTR. DF -L IX4 OR 2X3 (rYP) CONT. BRG ;SPA I VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINgpso SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 FILtNAME: STDGA680XC PAGE.1 OF 2 SHEATHING VIA 31/2" 1 1/2" (BY OTHERS) NOTCH AT 24" O.C. (MIN.: TOP CHORD NOTCH DETAIL _ 3x5 — 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 24" O.C. END 0 WALL �IGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END P TO 71_0" - OVER 8'-6" 4 - 16d TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - No.2 OTHERS 2 X 4 DFUSPF/HF - STUD/STD MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL B 12 INCH O.C. I A-1 n -n a Q n ^ 24 INCH O.C. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. C. HEIGHT 25 FT CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3 FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. S) DETAIL A (SHOWN ABOVE) APPUES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6". TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT e" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. 190,00, - OF O/ Continued on page 2 -BRACE OCT 2 8 204 STANDARD GABLE END DETAIL PAGE 2 OF2 3/20/00 4-10d NAILS MIN..,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (NP) SIMPSON A34 OR EQUIVALENT ± 45° GABLE ENDS 2X4 BLOCK '2X4 S r JD OR BTR SPACED @ 5'-0" O.C. SHAL E PROVIDED AT EACH END OF BRAC E EXCEPT FOR BRACE EXTENDED K INTO E CHORDS & CONNECTED TO CHOF I S W/ 4-10d NAILS. MAX. LENGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 101) NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1.. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. OCT 2 X004 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 *Center plate on joint unless x, y offsets are indicated. 6 4 8 dimensions shown In ft -In -sixteenths Damage or Personal Injury.offsets Dimensions are in ft4n-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never 0.1 /16" 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS C1-2 c2a 3. Provide copies of this truss design to the building 4 designer, erection supervisor, property owner and o WEBS � , all other interested parties. 3: U ' ai"' p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate U _ plates 0- '49' from outside a " nU. 5. Place plates on each face'of truss at each edge of truss. O joint and embed fully. Knots and wane at joint c7-8 c6-7 cs-s BOTTOM CHORDS locations are regulated by ANSI/TPI1. *This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI1. connector plates. 7. Unless otherwise noted, moisture content of lumber •on details available in MiTek 20/20 ti Plate location shall not exceed 19% at time of fabrication. software upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is the width 4 x 4 to Second CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43,96-20-1, 96-67,84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T. I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. SBCCI 9667, 9730, 96048, 9511, 9432A BEARING 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: ® MiTek 16. Install and load vertically unless indicated otherwise. ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. • BCSil : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet Mll-7473 ® 2004 MTfek® CDF FIRE SAFE REQUIREMENTS AP# 028-450-028 PERMIT # 05-0871 NAME: McDonald/Stewart Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Drivewav Radius [Xj No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. a [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. G C D F F I R E Q U I R E M E N T S Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for r in these standards, annual maintenance must be provided for by the landowner. t+ [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. T �1 [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof R ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — E ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: l`C) ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l E M E N 05/27/05 Darren Read Date Signature �` Standard exterior. Consult factory for exterior applications. Master Retreat Covered Porch Breakfast Room a Golden West Homes W'd WAM1 WuOtoM BATH 12'•8' I ............... Ga Eniert.inmmt emi. a z.: F.O.. R.01.a.n 4G L." W..•JroO. BEDROOM 12 I BEDROOM t3 s..mayna.ne _ i DINING ROOM T It7 LIVING ROOM i whao. vtia�ow A 1■■■�■ ■■■■■■��■■1 �ml �■■. ■■■■■■■■■■1 REMO Moll■ . 1� Q . • • ■■■■■■■■II I■■■O■■■■■■■■■■■■■■■■■1� ■ ■■�■EM■■■■■■■■R Um Master Retreat Covered Porch Breakfast Room a Golden West Homes W'd WAM1 WuOtoM BATH 12'•8' I ............... Ga Eniert.inmmt emi. a z.: F.O.. R.01.a.n 4G L." W..•JroO. BEDROOM 12 I BEDROOM t3 s..mayna.ne _ i DINING ROOM T It7 LIVING ROOM i whao. vtia�ow A w -aa: -0 - .,opt EA.nw•. Gored Entry "' c Wil Wil ' 1. 4W.S1 W1t R c 13'-6* CARPET LAYOUT STANDARD CARPET L Ml-- LNK ROOM FAMILY ROOM WOOD Oux — - — - — - — - — - — ------ MASTER BEDROOM RETREAT BEDROOM 12 & J3 MASTER BATH 13-6.45-0 L WWO I T07AL Ib4 -Ij — - — - — - — - — --- LINO --------------------- OPTIONAL CARPET W-6 3/4' 5`5 V4' V-5 1/4" 16..2 V1' 2'-6' 3'-3' I, 2'-6' W-1 114' KITCHEN 23,-0, LMUTY 7'-0* - — - — - — - 0 woww 030 PW Oj 30 PSF 30 F-+ O6 30 P5F O6 30 PSF O5 30 PSF 0j 30 PSIF�I—Ij�IOq 30 F-% QUEST BATH SCRAP LNO ENTRY 6'-0' ------------- ---------------------- LINO -------- --------- I . -0 El I 4-4- 3..1. 4'.10 110 3'.15re 81.5 w -------- 51-10 V21 1.., 1. , 3`2 3/3' , --- -- -- 51-81/ k W-8 3/4' LF; (BEARING WALLS) — — - jib ja ic, 6----- 70 Py 0 lobTli AkD io.; - — - — - — - — - 0 3o 030 PW 2 30 FIW (D30F%Q30PSF 30 P5F 030 PSAQ 30 r5F 0 30 Z5F (D30 W Q 30 PSF &0 PW SPAN) er ------- L61O (CLEAR GOLDEN WEST HOMES ALBANY DIVISION 13-6 13-0 ------- 13-6.16-0 2LIBI�l 0� PACIFIC Ny!-1 BLVD. 97321 (54.1) Ph LM BUTTE C01NTY 8926:386 21 58 53 so 5 F.. A, VISION 3 tjIL DING DI' DRA- NO TITLE CARPET & PIER LOC. LINO 0 WC11i 0ECX ADDEnNA D ORIGINAL 00 BY s FINSTER OR 6* WALLS 00 PRODUCT.'00 L -0. COUNTRY MANOR CM 663K-04 PIER POR FOOTING SIZE REQUIRED (SO. IN.) PIER ICAPACITY I FOOTING SIZE REQUIRED (50. IN.) PIER PIER FOOTING SIZE REOUIRED (S 0. IN.) PIE PIER FOOTING SIZE REOUIRED (SO. IN.) DATE 2,610 01-23-04 0 CIIACITI N. (M) IODO PSF 1500 PSF 2000 PSF NO. (LBS.) 1 1000 PSF 1500 CAPACITY NO. (LBS) 1500 PSF 2000 PSF Ni . CAPACITY (LBS.) 1500 ' mr 2000 PSF 2000 288 192 3 1— 384 288 WOO 1 864 1 432 1440 0 -L., 0000 1 1 960 �j 720 SHEET RE�ISEO_ _2500 360 240 �44 80 _1��576 (D 1 5000 1 720 480 360 6 8000 1 1152 1 768 576 1 (8> j 12000 1 1728 1 1152 864 1-42 rn" .1 .I FR Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/5/2003 FOOTER SIZES WIND ZONE I - SINGLE INDEX - DOUBLE PAGE SECTION NUMBER INTRODUCTION 2 GENERAL INSTALLATION 3 PARTS LIST 4 & 5 LONGITUDINAL DEVICES 6 PIER HEIGHTS 7 SET-UP INSTRUCTIONS 8 & 9 FOOTER SIZES WIND ZONE I - SINGLE 10 - DOUBLE 11 - TRIPLE 12 - HIGH PIER 13 V -DRIVE & PIER SYSTEMS 14. SOIL CLASSIFICATION 15 CONCRETE INSTALLATION 16 & 17 COMPONENT PARTS AVAILABLE UPON REQUEST RELEASE DATE 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 9/5/03 BUTTE COUNTY BUILDING DIVISION APPROVED Approval I E.E IED TIEDOVYll SYSTEM APPROVED sm°DT TO CORREMONS NOTED p?ovgdoes not a*0Tlz0 or approve aRY omission or jaflo € fnn mquimments of applicable Me Ian and re om State of calffamia: Thb Man Appiml E%Pire5 I' f Av,-K�T -r,�, N 00 Lq ch O LO O O O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind loads by anchoring the two longitu- dinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I. Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes 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 may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 9/5/03 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. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 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 INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 9/5/03 Vector Dynamics Foundation Systems Component Parts List Vector System 2000 Part # 59018 Single piece pads with straps and slotted bolts --------------------------------------------------------------------------------------------------------------- Longitudinal Stabilization ® Hardware Kit for Concrete O Part # 59023 (for use with 59006) WK 96114s. Pat 9e 4 / ' a Vector Dynamics Foundation Systems Component Parts List ................ Struts for Longitudinal Systems Part No. Strut Length Pier Height 59016 30" up to 2 Blocks 59012 3910 up to 3 Blocks 59013 44" up to 4 Blocks 59014 53'9 up to 5 Blocks 59015 65" up to 6 Blocks Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Longitudinal Hardware Kit Part # 59026 (for use with 59271) Vector Lateral Hardware Kit Part # 59024 (for use with 59271) * % . eoxww""� Or these products available at your local hardware store es- essye klev 01 ff ela - 2X OQVGP\pe Page 5 4 ' 51)03 C Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-11 LSD Combine vector Dynamics 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Note: Two struts = 1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single 5ection Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple Section 45 Ft. Max. Tag 5ection 9/5/03. 7-71 7-71 -- -- -- 45 Ft. Max. Tag 5ection 9/5/03. 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 13 for double section home high pier set instructions. 50 it max. Unequal Pier Heights Homes with unequal pier heights are limited to 50" maximum pier height. The difference and the shorter pier cannot exceed 26". Page 7 Maximum between the taller pies` = !k�/ 5_1 rs%��,�'X 3 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation 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. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side 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. 3 �Y !: f� 9/5-703' 2.S 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. Set -Up Instructions for the Vector Dynamics Foundation System #59007 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. ,e foot cement square I its to the cards or hook to 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 tie 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. S. 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 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 5 for place 7 r 7 Page 9 975M3' �Q CD O C:) '\ W WIND ZONE I \2 sq. ft. pad/ Home Length 3 Anchors Required Per Side or 24" Pier mar. ryP' L.S.D. 0 to 72' 3 2 3 1 73' to 90' 4 3 4 1 r o.c•n'P• 34 ftm NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent Soil Classifications: 2, 3, 4A, & 46 with home manufacturers'requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095),12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 1 73' to 90' 4 3 4 1 Materials: Each Vector Foundation System requires One Vector Kit 2 ea. 1-1/4in. ties (4725 Ib. min. break), length will vary with pier height 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member, or Schedule 40 PVC, or 1 adjustable steel compression member, part #59043, slotted bolts -' - - -- WIND ZONE I , Vector Dynamics Systems Required for Double Section Homes NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 13 for high pier instructions. %f 2 sq. ft. pad 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 Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 2 67' to 84' 4 0 2 85' to 90' 5 0 2 T/E DOWN FNGINfERING Materials: Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/41n. ties (4725 Ib. min. break), length will vary with pier height 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or Schedule 40 PVC or 1 adjustable steel compression member, part #59043 WIND ZONE I Vector Dynamics Systems Required _-t 1 1 me \ inti se� cto � Ystems� _ - ♦ ♦ \ Triple Section Homes - -' " - -o f a �g fl Pacing fo \ I \ (Materials Required) - - _ _ "'EX41"r 17 ws genera {x Illustrations ' -i �r�;� �'t `... I ♦ \ U NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. Tag or.----- full r.-----full triple NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. N2 sq. ft. 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 Anchors Required Per Side L.S.D. Tag on 3rd Section 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 1 85' to 90' 5+2 on Tag 0 2 1 Materials Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/4in. ties (4725 Ib. min. break), length will vary with pier height 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or Schedule 40 PVC pipe or 1 adjustable steel compression member, part #59043 CJ in CD I W ------ 1 \ _- WIND ZONE I, (High Pier Sets) I � — I . Vector Dynamics Systems Required for _ - - ' " ' " _ - ' ' Double Section Homes (High Pier Sets with Diagonal Ties) e section home `\ b I \ 72, dou \ r==-- --''""- �e of a -----,-- mP I _ � �— ` ,>: nisi✓� � "ii. .,: f ?: � --- ., \ o NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I Max. Height Unit Width See Page 7 45' Min. I -Beam Spacing �2 sq. It. padr Home Length Vector Systems Required Anchors Required Per Side L.S.D 0 to 48' 2 2 2 49' to 71' 3 3 2 72' to 84' 4 4 2 85' to 90' 5 5 2 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Vector Dynamics T Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS 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. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. 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. V -Drive System for rocky soil conditions V -Drive anchors are used only in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. 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 head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted b -'Continue tightening strap until all slack is out and strap is tight. , � � 1 Page 14�L 9/5/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals. Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge 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 Ib -in. 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. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: 16x16 = 256 sq. in. or 16x18 = 288 sq. in. Footer Size: 20x20 = 400 sq. in. or 17x25=425 sq. in. EQUALS EQUALS 2 -Vector Pads # 59275 1 -Vector Pad # 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector. Pad(s) exceed the surface area required when used as the equivalent listed abbe. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professi site conditons V", Page 15 r `' Vector Dynamics System. for Concrete Applications Instructions 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"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be 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 or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 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 holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter 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 of a Single Section Set -Up Vector pa for concretf footer If Page 16 Wood Cap and wedge Outside Tension Bracket Wedge 5, Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. 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 sear 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. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Tw Inside Tie Bracket Compressic boards or PVC Pipe )ad !te to 9/5/03 Y �� c Model CM663K 2610 Square Feet 3 Bedroom 2 Bath Family Room 8'-6" Sidewall Height Master Retreat Covered Porch Breakfast Room 0 Golden West Albany LO" - elk, on e 1 a4 ire ire C/ --'e 7 Standard exterior. Consult factory for exterior applications. i - 66'-0" 161-81, 101-81, 16'-0'* 27-8" c-,.mt-m 1 W-21 W-21 W-21 W-21 W-21 W __�L2111 was NdWVII�ar-_ C—w pa V4'SGD . : "RETREAT "Y" MASTER BEDROOM FAMILY ROOM I Cerner or Fi,,W W.'—Y ...... ........ BATH DINING ROOM W. �- W. r4� W.d"U BATH BEDROOM 12 BEDROOM 93 1 LIVING ROOM W"S 0 W --w-21 wil 12 8" -33 W43 W43 OL 0., 12'-0" 21'4" Opil—I G,,.9. L—ftn Butte CountyDeparlment ofDevelopmentServices YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile Building Permit Application Acknowledgment I hereby acknowledge that I am voluntarily applying for a building permit without pre -approval from the Butte County Environmental Health Department. I acknowledge that I have submitted a septic and/or well application to the Butte County Environmental Health Department. have been informed that the 'C.ounty of Butte has made no determination of whether or not the property on which the proposed development is to be located is considered to be a developable lot. Finally, I have been informed that no building permit will be issued without the Environmental Health Department clearance, and understand that compliance with Environmental Health requirements is required prior to clearance. Permittee Name dl r) ►' b Ki m ,l Ll wo— r— ' Addressy_V7]0_4 lad I l r% AP Number o g —Lt S-0— C) Permit Number I have read and understand the above acknowledgment: Signe Date Acknowledgment form.doc (6/04) D strict Identiflcation' No. q L� '� r School District certifies that (Applicant) • ' (street (Phone Number) (city) (state) Sip Code) has complied with the requirements of Resolution No. —C by payment of $ '5 r t4 representing X to LO square feet. 2926 $ FULL MRIGATION $ School District Repre'entative Date y Paid by Check # , Remarks: Notfae: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fess aro paid. Failure to submit a limey written protest will'proMbit you from challenging the Imposfiion of the fses;ln any court actlom N, subsequent to the School District Representative signing this Butte County schools Impact Fee Certification Form, the School DIsMd Is notified by the applicable Local Planning Agency that this project Is being revNwed under the California Environmental Quality Ad (CEQA� this project may be subject to additional school fees to hilly mltlgnts.Its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) : mform.xls 110/03)dmm E.H. USE ONLY Piot Plan Anschod./ Floor Plan Anaclsad % [_ Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance y S5 0 —O d -d Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well."/ Clearance for ✓dwelling. Other 2 Bt576 co Le--/ rJ Hold final for: Final clearance O.K. for: NOTE: Environmental Health 9/96 WAWWIy�%Nralor� �i SITE PIAN REVIEW APPLICATION Date: AP# 0C O 7 Permit Number (if applicable) APPLICANT INFORMATION Owners Name: Owners Address: . �`� y� 7 Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie, ❑ Temporary Travel Trailer ❑ Multi -family Non-residential _ E] New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): Parcel Si: led, ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel F DEC 14 2004 BUTTE COUNTY DEPAiLTMENT OF AEVELOPMENT SERVICES DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Pla Stamped�7/� roved ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • 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 (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor Variance El Administrative Permit ❑ Variance ❑ Detached Bi ildia Use Form : Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) # Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: — Legal Access Provided: _❑ No ❑ Yes - Deed of Reference: Legal Access Required , ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: E] 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 ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Man: Map Date of Recording: Lot: 17 ❑ Use Permit/Minor Use Permit Permit Number: Book: � (� 6j Page: Date of Approval: Parcel Map/Subdivision Mapf Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 '-c9 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for ma Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C.Varrys\Building Permit Site Plan Reviewl.d0e 27 N61 -52'56'W /6. /4' V2 N 6Z-5/' 39-W 64.SZ' 2 Um ® . 5 7Z• 40'30"W 9/. 6Z' U H 5 52' 3/'/9' W 25/.24' K %N ACATCH' LINE S SEE SHEET 3 CENTER'/.111E OA'rA ZL 5 95'105/" W /58.88 Lf 54.5/-W 288.//. 24 5 25' 51'50-W &7.53. N• 5 C.9'22'3/' W GG9.5/ P 5 73'49.25'- //6.77 27 N61 -52'56'W /6. /4' V2 N 6Z-5/' 39-W 64.SZ' 2 Um ® . 5 7Z• 40'30"W 9/. 6Z' U H 5 52' 3/'/9' W 25/.24' K %N ACATCH' LINE S SEE SHEET 3 5 37'34 30" W I, 17 N 58.0d'2Z" W 92.42' dW 5 /9. 11' /2- W 60 ° e 5 68• IO' /5 W U N• 5 04 35'03..- 0 0 Zm U ti \ 78.42' FOZ iBR%, 5 /2.24'22-W O/SC 1.53425 ® 559.42'29-W � SeC 3 5 /4'S4' Z0'W 28.49 W h ;I 0 F ,0 0 CDm a % n 13 d v a N m Sf 5 57-05"7-W 84.19' F� O W� O h n 33.47 O 549'/o'D5-W O � 0 \ do.36' % n 4 9 00'00-00 W(W I 344. 94'(4 i d PARCEL /3 n 40.2567 ACS. 'S 44 TURKEY CREEK 7Q,d /G �+ /466.9/(C .n y, 56)GC[ 9'29'55"W (4) R /43/.74'(4)t9'T' 3. / PARCEL 17 36.95/7 ACS. NET 40.3006 ft �( ACS.(4K039% 1--•� fl 5 37'34 30" W 79.74 17 N 58.0d'2Z" W 92.42' J7 5 /9. 11' /2- W 62.44' O2 5 68• IO' /5 W /09.4/' 3l 5 04 35'03..- 79.44 G9 5 64.59'42" W 78.42' l4 5 /2.24'22-W 58.75 ® 559.42'29-W 392.47' f5 5 /4'S4' Z0'W 28.49 3l 5 &5'27' 09'- /O/. 46' w❑ 5 .90'32'04'W 590.77' 3! 5 49'43' 55"W /30.72' a Sol -21-4 s ' W /5•Z2' Sf 5 57-05"7-W 84.19' 3b 5 37' ZA' 57" W 4.96' 9 a 5 5l' 30'55-W 33.47 f9 549'/o'D5-W 76.47' 0 539'44'42-W do.36' N 0 553'09'44 w /53.00' © 535'51'//-W /40.98• II 5 7l' 3.,56-W /82.37 ❑n 5 40' 46' S9' - 44.25' �7 N 61-06'56-W 78.34' ® 5 Si' 39' 94'W 5z.cd' 13 N CZ -06'03"W 181.80' a 5 43' 3,6'4Z - W /42.22' ® 5 00'41' 25'W /17.93 4s 5 OL' d7'4G- E 205.71' ® 5 /5.14 19 W /D �32.27(/� 's 30.09'(0) / ✓ALLEY RO / I�'E M, TA (W ( �n( -w9 /! - o l ! -W. `71.1.' [c)..., • V . ~ (2 A' 03.04'54-W /27.52' N48'32'27'W h 00 b /O 5 29'28'2'✓ -W /14.3/' O2 N07. 40'Z8.'E /42.52' I4 V45*46'36"W 62.1,9' NQ h L/ F o� VZ B/. 02' MW ti !e7 22.66 pti, I W 0 F.3 /92.21 /e 5 49' 2746- W OIW KZ �tl 2 %N N uv 10 �a ry%n UU /1,5.24' I9 �uu li M. W ^a WNn °y Z FO SEC Coq q 5 A1oTLO 122 JQQ p N p u ot, Oe T ' �n� PARCEL 16 n ILL p Z a N 0 Q%O �Ovo 91.12 79 405. Vj �0 CNV � /. 30` V� Z (NET) 4..4407 ACS y p p0• a"+ (Ceass) 2 /073.00(01) 710.34(M) 67..00(4) 445.05 FOONO /0 t46s.91' (w.l 9W ..P- se. OR 560 3 LS )GL e1(RI) Al /S � Al -al-111 -1 14 STATEME�tIT✓�� WAS OOF/J A A F AO /V/YO M 2 574'41'/5"W 93.02' GI N74'44'/2 -W &9.75' a N 70' 39'44-W 35.82' H N 66'35'/9"W 46.36' Al 59'21'35-W 41.53' O S &9-43 , ss'W 95.07 L� 5 69- 4�55, W 35.65' SCALE: /"• 500' ADD/T/ONAL CeNTERLINE DATA F".Q3 Zy `71.1.' [c)..., • V . ~ (2 A' 03.04'54-W /27.52' IS N48'32'27'W 83. L4' z! 3 91'S/'25"W 71.32' /O 5 29'28'2'✓ -W /14.3/' O2 N07. 40'Z8.'E /42.52' I4 V45*46'36"W 62.1,9' NQ h L/ O 5 /5'/G'/9'W B/. 02' O N 76'49.'00 W 22.66 a• NpNa $ $NEE 3 O N 54'94'09'- /92.21 /e 5 49' 2746- W 29. 28 2 � • OS N 42'53'/2-W /1,5.24' I9 5 63'23'47'W 62 43' '�4 COR 6,163.34 BG 3 NB9'46'Od6(G) 5306.46(0) N69.46' oO 6 (C) -CQGIA 7 J'dRdEyOQ�H / MA✓L�o4M/AILD 7//I4 MAP AND /T N ,eeWM 'AT/ON &O N 6Z-55'I2'W /4.71' 5 i `71.1.' [c)..., • V . ~ 7 N -'5_3'4,1'- 95.20' 7 02 !3 29 FO 2'/2 '0.Q DISC 31 z! 3 91'S/'25"W 71.32' /O 5 29'28'2'✓ -W /14.3/' LS 017E B(R)(R3) N O/' 14'46- W 59.59' YS 5 56' 43' 22"W /76.58' G %4 COR SGC 3 `Q /! A/86'21'3(.'W 204.07' © S 65.37'/5-W 4!N Zb 5 7S• 5/' S5 W /6765' NOTE: Vh SET AL ZEBAR WITAIS55 x FOR PARCEL BO.NOARY LINE DATA ALONGa Vo and h% 3l 5 93-05"Z 'W 70.55' SWEDES FLAT ROAD ^,b SEE SHEET -5 p. A. p� _. 3 gg9 33 i p N OP? 0 V`N � • Nn0 ppy -.V ON n 0 °Pa oa O (X) 35 M 70 Z FO SEC Coq q 5 A1oTLO 122 qO60' WIDE ROAD •e/W / SE COR SEC 3 PuBL/C UTILITY A PORT/ON OF SECTION 34,710WNSH/P WAS. /9 NORTH, RANGE 5 EA5T, M. D.M., AND RESERVED IN DEEDS AND OFFERED FORA 4 WAY FENCE I NORTH RANGE 5 EAST, M.O.M., /N TL/E .9 WAY FENCE TaPPeR C45I 3 2 O G0'R/W /3o; PRON B.rNsiOGs '�4 COR 6,163.34 BG 3 NB9'46'Od6(G) 5306.46(0) N69.46' oO 6 (C) -CQGIA 7 J'dRdEyOQ�H / MA✓L�o4M/AILD 7//I4 MAP AND /T N ,eeWM 'AT/ON &O N 6Z-55'I2'W /4.71' 5 i S 5 4el, 55*/6'W 128./9' 7 N -'5_3'4,1'- 95.20' O 5 58-ZS'S2"W 99.80' O N 4/•52'54"W 76.09' O 5 67.47'01- IV 93.35' q S 22'2l'40"W 139.8/' z! 3 91'S/'25"W 71.32' /O 5 29'28'2'✓ -W /14.3/' S 82, 06' 15- W 72.99' N O/' 14'46- W 59.59' YS 5 56' 43' 22"W /76.58' lL N Z7'47'09"W /38.4/' O 5 CO. 20 59-W 56.33' /! A/86'21'3(.'W 204.07' © S 65.37'/5-W /4 N 60.36'13-W /02. BB' Zb 5 7S• 5/' S5 W /6765' LErE-NO O 5 BS -4o 39-W 50.79• SET AL ZEBAR WITAIS55 x O 5 64:36'29 W 95.09' CO.P..vER TAGG60 GLS 4085 3l 5 93-05"Z 'W 70.55' 0 SET VE",eESAR TAGGED PLS 4065 3! s 67' 55'11- - /62.94 O CALCULATED PONT NOT"'/NG SET !i N67.05'57 W /63.79• 0 5GCT/ON COQN6R ' PO V. COR As .yore. !q 551'50'57' E /26.45• 4f J AAEA54IRED (C) CALCULATED (R) RS 47-71 (R5) 55N 26 (R/) RS S/-64 (R7) R569-66 (RZ)O 57 M 27 (Ra) Rs 110-6/ (X) 35 M 70 pqw-W MAp FO SEC Coq q 5 A1oTLO qO60' WIDE ROAD •e/W / PuBL/C UTILITY A PORT/ON OF SECTION 34,710WNSH/P EASEMENT 72-5 ' /9 NORTH, RANGE 5 EA5T, M. D.M., AND RESERVED IN DEEDS AND OFFERED FORA PORTION OF SECT/ON 5,TOWN5N/P /B TO T"'E DEO,trr NORTH RANGE 5 EAST, M.O.M., /N TL/E o,.�/ couNrY of Bur7g UNINCORPORATED AREA, BUTTE O G0'R/W /3o; PRON B.rNsiOGs COUNTY, GALI.-,ORVIA. OF TNa 's OF SWGOES FLAT ROAD) DEE D66 7 � /. 30` BUTTe Cou/✓TY /N FEE D 3o' e/W DEeoeD TO a4PLE see /qqq-0039909 TED R'1lN6E A3urre CouNrr /N F69 5/HPLE BETWEEN couases ®7V ®• 5eQ � /911-..279.3 :.YT"9.T/✓4 ECORIOER %P 4TATEMEA,/T THAT TNA9 AjZLO 7i YOF 199_ BOOK P'9 , AT PAG�(4 AT 7A27A2 RAP SHEET 4 01- 6 .In ,may w �•^,( aP� zarr ze, CIVIL �-VG,J �-32.03,7893•/6 /8 ENGINEERS S &associates LAND SURVEYORS 'I P.O. BOX 986 OROVILLE, CAL. 95965 Ph. (916) 534-9587 9B-o/re /JOO/-, /'t8 ID19-GE 33 50 BUILDING SETBACK LINE 80TH S/OEs OF ¢, SWEDES FLAT 2D \ 4d?✓EI�OR'S 4T.oTEME�t/T TN/S �NA6 FWf/'gYEp /y✓ ME q0 4.V0.�,P MI TO RETRACEp. 7-!J/5 TYPE of CROSS 4ATCA1 oE,JOTE 5 A NO OE✓ELOI A"EA/T SFJEE TS G / 7{lPPL/65 7-0 THIS ADOI T/ONAL MAP SHEET SF/ow3 ADDITIONAL WFORMAT/ON, AND /S FOR INFORMAT/OVAL PURPOSE! 5 ONLY DE5CR/8/NG CONOIT/ONS AS OF THE DATE OF F/4/N6 ANO /5 NOT /N - G/il/Tl� ✓6/R✓E�O,?�, 4TATEME TENDED TO AFFECT RECORD 'T/OA/ /MA✓E M/A/EO TNM. MAP ANO /T N 4-G19STA.VT Ly 7we TITLE /NTERE5T. SAME AY / Pfgq'fO ON T/TE TE TAT/VE MA e O Ale ACT APPROVED A AT/ON TN1RE6l ALC OF PROY/J/OATS OF THE JY/g0/✓/S I S. MAP,AT ANO GO A 11P/CO4,0 AT HE F T VE ECO?ue? 4 v;rATEME&T WEO MAP NAVE AffN COMPO/ /TN / AM JATM6/Fp THAT TNM Allf0 Ti y O� 9_ /T '✓ MAP M' TfCN.t/ICALG✓ COR ,� lOgS, AT PA'7'. /9 /f T 7NE, se SCE OA>EO OF SCALE; "z Soo pA�ima�. MAp A PORT/ON OF SECTION 34,TOWNSH/P /9 NORTH, RANGE 5 EAST, M. O; M., AND A PORT/ON OF SECTION 5, TOWN SNIP /8 NORTH,. RAA16E 5 EAST, M. D. M. , /N THE UN/NCORPORATEO AREA,BUTTE COUNTY, CAL/PORN/A- r— TED RE/NGE ,tAP SHEET '� OP 8' /N Up CIVIL ENGINEERS Q J O Q b 4 J LAND SURVFVOflS P.O. BOX 986 OROVILLE, CAL. 95965 Ph. (916) 534-9587 98• O/ 6 .0000 l qg P/4G E- J7 Z7 I Z4- Its G to 27 ECOR4ER %P STATEME/C? RAP A /� M SILEET G OF B AP zO'/7.28, T I Ir "HALF MPP ILOYE EElA/ POMP/ /TA/ /.PM JATKP/CO THAT 7MK MNP MTEC.VN/CPL[✓ COO Fit EO T Y 4'—,/!!_ M /.✓ BODK P5, AT P,B('/!) AT 7AY REd✓E+PT —X 93 34 sax ss CIVIL P6OF C.2055 NATOFI OE,VOTE 5 A ENGINEERS TO .8E '.VD OE VELOP.vIENT ZONE.. ALSO APPLIES LAND - & associates FAULT L/NE TO SHEETS G 7. u OAC NdAM BUILD/NG SITE EXCLUSION ARCA mLWTr 4s it /—'a— SIDE OF FAULT LINE cc oE6roTQNrmN EXP/pEq: aevc Ph, (916) 534-9587 qB - OIG I I I I I jPARGEL I. II /II I I I I I I I I I i I i I i I \j TM/I TYPE F CROIS HA 7G/L 06 NOTE 1 OG S IGNATEO SEWAGE Bu/c O/uG I I DISPOSAL AREA PER COUNT✓ SANOA405 APP6 N0/X 7 L/ES H6 ETS APTALSO TO S �7. II I I I I l j L eACK L/NE PARCEL 2 G { it \W { r ljililll+ iI II �I,;jI; �; \ i i I I I I I I; I I I I I /PARCEL 4-1 DEROAVAIO LEYI PI �I I I PARCEL MATGW LINE I I I I SEE SHEET 6 50BUIL DING SETBACK LINE BOTH SIDES OF E 4dR✓ElF49A?14 4TATEMEA1T LQ^FL RBT¢ACEO. r .faa✓Eycas ✓EO rAli MAP ANO IT N _.ML L/NE SEE 9NEET C. GENERAL CONDIT/ONS: THESE NOTES APDL✓ T SHEETS 5, G / 7. I. ALL 4645 NAV/NG A SLOPE' • 30. OR CrtEATCR ARE DESIGNATED AS A/O D VG LOP• "ENT ZONE.^ STR CTORE 9, DUMP/NG, FILE MATEQ/AL, %N4Lc AjT BEZEL OWED W/ONNT X AlA ION DEVELOPMENT ZONE' UNLESS AN EROI/oN CONTROL PLAN PRE PA.PI 9Y A REG/4TERE0 SGAL E: I'- I-- C/VIL ENG/NEER O O MB UAL/4E0 PRO- oY57W-5 06PAIZTMENTI OF R"5" -O WORKS EO t. TMC P—PB RTY wNE41 ARE REI PONS/ NCL aNG IT PAS GNSN� OF ALL PR/NATE R410 SAFETY _5/.A/S, 3.CONSTRUCTION /NSTA ELATION OR OEVELOPME NT OP STRUCTURES 4 FOC/L/ /ES ON 7.4CPARCCL 3/LOTS SMALL COMPLY WITH TME LAT657- CALIFOQN/A F/RE 3APG REGU- LATIONS ((PURL/G RESOu4C65 C OE A't901 ANO ALL OTHER AppL lCA�LE STATE AND CO[lgqN7Y CO OE S, 02DINANC29 AND FOR �MAOROVE MENTEPERM/T.ST THE TIME OP PPL/CAT/0"i 6. Bu/LOIMO IOENT/PIGAT/ON AND/O4 AD OQ E5SG5 INALL OE N3 TALLL6D /N CONEOR MANCE WITH PUBLIC RESOURCES G006 d290 ANO SHALL BE P057'EO AT THE B6G/NN"a OF BV/LOING CONSTIZL/CT/ON ANO M—"4— 1— cON- 1/141O15LY TNmREAFTER- S. TO ENSURE THE MANDATED F/RE CLEARANCE 45TAB- ',m N THE COUNTY, A BU/L O,NO 56 TRACK L/NE OR PROPE¢TYQ BOUEi./DA R/F<.G .ALL SIDE: AND REAR O. F/R6 SUPPR EII/oN SPR /NKLER SYSTEMS JNALL AE /N- JrALLEO N ALL NEW RES/OENTIAL STRUCTU•QES N AGCOROANCE ITN TME NPT/ONAL F/46CTI0 /�/ AS�OC/i TION STANOAR05 FOR THE "6,'R-7- GL AT/ON OG SPR/NKLGR JY3TEM5 N NE ANO T�VO FAM// -Y OWG LL/NGS ANO MOB/LE NOM61, NF PA STANDARD /30 UNLESS A PR ESQQSUR/LED COMMON/TY WATGR SYSTEM, WITS T/OO/✓S �SERVEST THE PARCGL56PARTMGNT SPEC/F/CA- 7. DEVELOPMENT OG THESE PARCELS MAY REQUIRE FaaY- LL6NT INTO TM6 WATER 7 HOER FUND. O SHALL B6 PA/ILi PURSUANT ]b THE QOV/3/ONS OF CNAP76it! 14A CLH II OF TME BUTTE COUNTY C'OOE, PRIOR T ILi1 DANCE DF %/LO/NG PERM/TS• T/+/6 GEE AMOUNT WILL EG 06TERMINEO ANO CALCULATED AS OF THE OA T6 OF APPL/CATION FOR 7%IE BUILOI/JG PERM/T• NOTE:RAL OAAD/T/ON5 COAIT//./DEO ON 7. THIS ADDITIONAL MAP SHEET 514OW5 ADDITIONAL INFORMATION ANO /S FOP- INFORMATIONAL PUel6CSE S ONLY OESCR/B/NO CONDITIONS AS OF 7UL- DATE OF FILING AND I5 A/OT /N_ TENDED TO AFFECT REGGRO TITLE /MTE12E'3T. PD��. Md1P A BORT/ON OF SECT/oN 96, TowAISN/P /9 A✓OQTA-6 RANGE S EAS7Ad. D M., AND A PORT/ON OF SECT/ON 3, TOWNSN/P /B NORTH, RANGE 5 EAST, M. 0. M., IN TA/E VN/NCORAORATED AREA, OE/TTE COUNTY, CALIPORN/A. Jr. r TED RUNGE' AOP NCY NPPgOVEO N7FE AT/OAI TNEREQ! ALL OF PROY/J/O.✓9 Of 71VE .fiJ'O/✓/ MAP AL'7 ANO LO OQO/NPN06S AT TN ME OF AP ✓AL OFT 2 ftNTNT/✓E , NAl ECOR4ER %P STATEME/C? RAP A /� M SILEET G OF B AP zO'/7.28, T WPO✓EO ANY. "HALF MPP ILOYE EElA/ POMP/ /TA/ /.PM JATKP/CO THAT 7MK MNP MTEC.VN/CPL[✓ COO Fit EO T Y 4'—,/!!_ M /.✓ BODK P5, AT P,B('/!) AT 7AY REd✓E+PT `V_■ �(ii�y'rnj , ///� Y/V! '!d -l2 -0117P 79.16, /8 u/TxeCE OF CIVIL aaTEO+ ENGINEERS TO .8E LAND - & associates u OAC NdAM SUB VE VDNS mLWTr 4s it P.O. BOX 986 OROVILLE, CAL. 95965 cc oE6roTQNrmN EXP/pEq: aevc Ph, (916) 534-9587 qB - OIG L30o k I LIR FAG E 3S 0E516,VA TEO EEWAC]E 015P 5AL AREA SEE SHEET S /,oI / SEE SHEET 5, I A?ATCN L/NE I I I I I I! I! PARC EL'G I I I i I l III l! I I I I j I j I! /V I/ \�' MATGN LINE IIIIIIIIIII,IIIIiIII!IlljIIIIIIIIIII:'�¢� li I111!li II!C PAII!'i'III'Il!I'iIIIiljljl`o' I I I I I I I I I REL�7 IIIiIIIIIiiI�IlIillliiillllll!III!I/\ )°I I • I IIII I I! 1 I l j! I I' �/ � I! I+ i l i l OES/GN4 TED V.I DEVELOPMENT III I I I •P4RCEL�6 I L I I III I I I I! I `�/ � I� Z E. ��Ilill�Illiill;!Iliiil�illlEl'!1` %' \,illlllllil! II + 111) ;II;!II,III Ij Illy `. \,I IIIIPARcIEII/'II i! Ijl I IIII�IIIIIIIIIIIillllllllll! I' .. (I!IIIIIIIIIPARGELI %I IIIII�IIIII!,I```` �III1I Ii 1�'� IIII iI . MATCH LINE I SEE'SNEET 7 1 I ,i/ III'iIII IIIIIiIIIIIII� /11 I�IIIIIII! (IIII ! PRGE II!IIIIIIIII!\ /jI!IIIIIII�vIIliI11,.1 Tji37eJ. 7r/ 4dQ✓E1�0? /4 4T.4TEMEA/T ANO LGNAL A/ llrlACEO. VA17)' .J'6�.?✓EyOR%j' M/.t/EO r.✓IS HAP A- /T / Af / AALD OA/ rA/E TBUTA] MAP X' 44EO+ SETBACK /DES OF aE6"reor av GENERAL C0N0/T/ON3 CONTINUED: 7` • C: SB NOTES APPLY 7b.5499)7S .5, 4, Aw/O 7. 9. A DEVHLOPMEAIT IMPACT FEE Foo SCHOOL FACIL/r/ES SHALL BE PAID OR/OR 7-0 /'SSUANCE OF Bu/LO/NG PERM/T5. THE - ' PMOUNT WILL BE DErRRM/NEO ANO CALCU- LATEO AS OF TNC OA7— OF APPLICAT—o FOR TAIE 5WI LING PERA41T. /c WAT R i5 4�A/LABGECF Q APAQCBLS /� 2/ WATE.P WELL MA✓ BE LOCd TEO W/T}/A,a/ 5GALE; /'c 500 /00' O�/F dA SEWAGE OAS, O AL LEA Cs/F/EG O. /f. !(/�Ea/5 OTN6PTi7* E 1ST M SEi1a L/SPB�SAL LOCAT60 WNE 26 AT LEAST TNIO(C) FEET OF SO/L /S PRESENT 517W- SPEC/F/C SO/L VE.¢/F/CAT/ON MAY 6E QEQUAQEo UPO,,��// APPL/CCT ON F .Q A SEPT/C SYSTGM PERM/T. I Sir T41S ADO/T/ONAL MAP SWEET SHOWS ADD1T/oNAL 1NFORMATION, AND /5 L FOR INFORMATIONAPURPCI-eS ONLY Oe SCR/B/NG CONDIT/ONS AS OF THE DATE OF P/L"IS ANO /5 NOT /N - TEPILM 7b APPECT RECo,QLD TITLE /N TER --5T ECORIO/BR 9 vu rEMEAIT P rAP I A PORTION OF SECT/OA/ 94,TowNSN/P 19 NORTH, RANGE 5 EAST, M.O.M.,ANO A PORT/ON OF SECT/ON 5. TOWNSN/P /8 NORTH, RANGE 5EAST, M. D. M., /N TL/E UN/NCORPORATEQ AREA, B//TTE COUNTY/ CALIFORNIA. for TED RUNGS V& SHEET7 ofB f7 RAP • �� ,7P3.9/fy Id CIVIL ENGINEERS (1 associates LAXO l& SUN YE VURS P.O. BOX 986 OROVILLE, CAL. 95965 Ph. (916) 534-9587 00 K I "R /0,4 r E- .3/ Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING December 22, 2004 Donna McDonald C/o Redline Installation 13407 Garner Lane Chico, CA 95926 Subject: Environmental Health Permit — 028-450-028; Septic and Well Dear Donna: The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit Application, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been returned to their department for consideration and action. If attached, Please find a copy of any use permits, map notes and conditions for you property. We are providing this for you information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Sincerely, OIT6F AL- � FAT Chris Tolley Assistant Planner Cid SITE PIAN REVIEW APPLICATION Date: 1% Q AP# Q�0 6-0 — G� Permit Number (if applicable) Q l —3S5-0 APPLICANT INFORMATION Parcel Size: 3a • % Owners Name: r Owners Address: Telephone No:: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home tP�_t,Vn. Residential Accessory©� -Z Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial -= ' ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building C t ❑ Other: DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved CF s Byl !� OS' ry;� ate Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone' (See attached standards, and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) ' • Flood Zone: X • Flood Panel No.: 0(, C0 XII SD Index Date: 2u a0 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ • Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------- —---- ------------- -----___------ -------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: —5- 6P -R4 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front o2� Side Side Street Rear S� � • _ ° 3a � , Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 F Applicable Development Fees: Standard Fees Amount �'\`1V Formula Fire ❑° School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area , ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 it Subdivision Map/Parcel Map: Map Date of Recording: V/7/1-1 Lot: /f ❑ Use Permit/Minor Use Permit Permit Number: Book: .l %f 1S Page: 7 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa IN, Page 4 of 5 I C4 ❑ 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAL arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 T v Gay rl2' ;.u,'o rND ((�a 'A (A �u�o opAF Atm ml �fb A rA# AA W I ro Q n� {a I K M NORTH EO CN (040) 1947. !¢'()(RI) 30I.O/'o!•E (c,YRI�(L� 5/95.87'(c)90o'Id%!d'W( • ����by�OF°11 ps s t A� N � 0��� -\'rse. ecj ;\ O Z W sk Q Q � y u y0U � n°ipiN N v (� 0 W \ J • �s�Ao s Q D�y�S� n 8�,$q Z.LSA�o D� n G / .n n i No i',E YaYa^pS(^,°ear n {Q.Q? 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I MPP PNO /T N 4//g4rmAm LI 4PAIN P9 / PPLO OA T•tE TLNTPT/VE P O , A^T P/Af0 QO P PT/ON TNELAO/ PLL CF E P.Q1JY/✓. Of 71VE JY/,g0/Y /MPP q['T PNO !O ORD/NAhC PPPL/CPi3[A qT TN ME Ol AP YAL Ol )A2 7dN '✓EO HAP RPYE ,SEEN L•OMRC/ /TN / AAY JPT/Pf/EO TM ✓ MPP . 9 TEWN/CPLG ✓ COQ 94M. OPTED TAWS ADD/T/ONAL MAP SHEET 514ow5 Aon/TIONAL /NFoRMAT/ON, AND /S FOR /NFORMAT/OAIAL PURPo SL's ONLY DESCR/B/NG C.ONDIT/ONs A3 OF T//E DATE ODF F/L/NB AND 13 NOT /N - TENDE7W APPECT RECOQG T/TLE /NTEREST Ir 4TATEME.7Aff . —W6,1 -L77 - am t. ta'd1k A PORT/oN OF SECT/oA/ ", TL7WNSN/P /9 NORTH, RAA16E 5 EAST, Ad. AM, AND aIR A PT/oN OF SECT/ON 5,TOWNSN/P /8 NORM,, RAN66 5 EAST, M. Ex M., AV TA/E UN/NCORPORATEQ AREA, BUTTE COUNTY/ CAL/FORN/A• A,r TED RUNGE R SA/EET 7 OP G I�IGV�•2snze (�(� V 2892-09,7Y•aa•!LI /6 CIVIL EXCIXEEXS&associate s SUR VEYYEVDSS P.O. BOX 986 OROVILLE, CAL. 95965 ZJ Ph (916) 534-9587 90-0/0 BOOK / 5,8 F!t G Er 3(- { � I i I i ► ► ! I ' Ti// 3 7YPG or c Ro s o NA7cN I I I aSPO 9ALDA2lAQTCO.SCVAGe I PER COUNTY i ! a 4 'PISS A S APPBNO/X 7• I I I I I I►! I I I �` y APAP/69 ALSO To 9HBIT3 PARCEL /9I : \\/�\ f I j .SO BU/LD/NG 56 TBACK ! ; ► I ! ! I /�/ G/NE BOTH 5/065 OP 4 I,i l I \\ CQEEK TKAIN- \,'y01 I I ,✓lI 1 1 1 1 1 Y I► { Ip I I/I/ I .I I .✓ I► ;I !PARCEL /7 �-•�e ;`� ' Ii.; I \ \� I / II11 fi II�1 !II►I!III I I� /� !I'II I!Iil!!III III ►!III il�Illi�ll'Ij IIT i! IQi !� II;II��II�I PARCEL/8 ill � VIII I !•� II IIIIIi Ili' �� III I � .I!iIl!III►�'� I!!I!�:.�►►III!�I�II�I!I►II�!il 4dRi/E✓OQ 4 c 4TEME,✓r ACT APAWOVE Af TIE J1 i APAWue VBO MAA IA✓B Y MAP q �E 04>Eo 1 l3 50. EDUILO/NG SETBACK LINE GOTH 5/065 OP ¢, SW6005 FLAT RO ,PdR✓EyO.?S STATEME rWm MAP ANO /T h f///}fTAA? Y 7JYB IABD G / TIE rffvMT/VC AIA O FAN 4TIOA� T.✓Gf6O/. .444 OF PAOVNIOA/O MAP AL^T AND GD OOO/NA.t/CL4 :VB B YAP AI O/ T/!G TL•A?oTI 1MPL/ /TN / AM JAT/f'//EO T/L4T T R.G.6 FEQ/fTQAT/pA/ BlP/gE9 T!J/5 TYPE OF —o55 A44TCfJ DENo T�S A 'NO OEV6LOPMENT 599E T5 L soG j 7 PPL/65 777 THIS ADOI TIONAL MAP SHEET SMOW3 ADD/T/ONAL /NFoRMAT/ON, AND /5 FOR /NFORA.IAT/ONAL PURPOSES ONLY DE SCR/B/Np CON/D/7 ONS AS OF ME OATE OF F/LING ANO /S NOT /N - 7W DEO To AFFECT RECORD TITLE /NTE/7EST. az/!'r STATEMENT In FIL BO T YG1F Iff_ w EAOK P9, AT P.gGA(f) T 7AE. SCALE; /•= Soo' pANRW 064p A PORTION OF SECTION 94,ToWNSN/P /9 NORTH, RANGE 6 EAST, M. D M. , AND A PORTION OF SECTION �,TOWNSN/P /d NoRTN,.RANBE 5 EAST, M•D.N•, /N TNF UAWCORAORATED AREA,SUTTE COt/NTY, CAL/FOR/VIA- {af• TED RVNGE RAP SHEETS OP B' APA 18-17-28, /Rjn��� G' 28-32-o1,7b99-/m /8 ej CIVIL W ENOINE" p LAND associates SUR VEVORS 1(�, P.O. BOX 986 OROVILLE, CAL. 95965 - Ph (916) 534-9587 ,(SOok /1f8 PDGF 37 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 . (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING December 27, 2004 Donna McDonald & Diane Stewart 1423 Grey Owl Circle Roseville, CA 95861 Redline Installations Cheryl Marple 13407 Garner Lane Chico, CA 95973 Subject: APN — 028-450-028 Dear Ms. McDonald & Ms. Stewart, The Butte County Department of Development Services, Planning Department has reviewed the building permit 04-3550 for a new manufactured home. The parcel was created by a parcel map recorded in 1999. In this parcel map, it specifies areas that are a "no development zone", and the remaining areas "denotes designated sewage disposal area per county standards". (I have enclosed a copy for your reference). According to your site plan, your house location and septic area are located within the "no development zone". Also attached are the general conditions for the parcels, which #1 states that, "structures... shall not be allowed within the "no development zone" unless an Erosion Control Plan prepared by a registered Civil Engineer or other qualified professional is submitted to and approved by the Department.of Public Works". I would also like to make you aware of condition #6 which states that "fire suppression sprinkler systems shall be installed in all new residential structures... unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcels." Please review these conditions and consider if you would like to revise your site plan. If you would like to keep the home in the location shown, then an Erosion Control Plan would be required, however, the septic system would have to be located within the areas specified for designated sewage disposal. Please also be aware that fire suppression sprinklers may be required if there are not fire hydrants that serve the property. In order to verify whether hydrants are located in the area, please coordinate with the Butte County Fire Department. Should you have any questions please feel free to call Lana Adler, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sinc ly, Stephen Streeter Planning Manager GENERAL CONDIT/oNS: TNE5Ls NOTES APPLY To S:4eE7.5 5, 4 f 7. I. ALL AQEA5 HAV/NG A SLOPE OF 30% OR 6ZEATLaR. ARE DESIGNATED A3 NO DEVELOP- MENT ZoNE.- STRUCTURES, DUMP/NG, F/LL MgTEQl.4L� V.5aE7-A7-/0N REMOVAL AND/OR SXCAVA7-/ON 34ALL NOT BE ALLOWED by17WW 7-AAC- N 06VELOPMENT ZONE" UNLESS AA1 EE'OS/0N coNTROL PLAN PRr=PARFD BY A RECD/STE.2E0 5 CIVIL rN6p/&/E6iZ OR 4:)7'4 2 QUAL/FtEO P:zO- FESS/oNA4L /S SL/BMITTEO 70 AND APPROVED BY T4/E DEPARTMENT of PUBLIC Wo.2K5. SCALE: /°= Soo n P. T>•+E PROPL=RTY OWNERS ARE RESPOnYs/BLE FoR 7744E MAINTENANCE OF ALL PRIVATE ,4WA0 -'5AFETY 5/GHS,- /NCLUO/NCj 3ToP 5/6HS. 3. CONSTRL/CT/ON/ W57-ALLAT/oN OR CtEVELOPMEN7- OF S7-R4ICTtJRE5 oR FAGIL/7'!E5 ON T/fE PARCELS/L07•5 SWALL COMPLY W/TW TWE LATEST CALIFORNIA =IZE SAFE 2EGtJ - LATiON5((PUaL/C RESouRCES CODE 4290) AND 'ALL OTHER APPLICAALE STATE AND COUNTY CODES, O.tfO/NANCES ANO REGULAT/O1V5 /N EPFECT 477 THE T/ME OP ADPL/CAT/ON FOR IMP.RO VE MENT PE RM177.5. 4. BLIILGNG IDENTIPICATION ANd/OR ADOQESSES SHALL 8E- JNST'ALLEO /N CoNFOAZMANCE W/TN PU6L/C RESpuQCES COL76 4Z94:> ANO SHALL BE PO -677250 AT THE OF BLJILL7lNCv C4Z/JSTTZUC-7'/O.N AND MA/NTA/NEO CON- TINUOUSLY TNEREAFTE.2- 3. TO 6NSU.EE• 7114E 14ANOAT&Z;P F/RE CLEARANCE G57-A,5- L/5/46O I/V 7-<46 COUNTY, A 51/ILOIh/C9 4S6715AC/C LINE OG 30 FT. /5 REQ[JIREO ALONG . ALL SiOE ANL7 REAR FARO PROPERTY BOUNDARIES, G• F/Q6 S4jPP9ESS/0N SOR/NKLE.e /A/- ,5TALLEO /At ALL NEW RES/DENT/AL S7-R:UCTL/R5s //-/ ACCORDAn/C6 W/TN 7I.1E NAT/O^/A/- P/QE PQOTSC77/0IV A5SOC1AT70N SrAND4Rp5 Fol 7,44E /NSTALLAT/O�/ O� .TPR/NKLS�2 SYSTEMS /N ONE ANO TWO CAM/[.Y OWE L.LI/JG 5 A1,40 MOB/LE NOME S, NF PA SrA^J0Ae4D /30, UNLESS A PRL'rSSUR/LEO COMMLJN/ TY WATER SYS TEM, W/ TH HYDRQANTS THAT MBEsT FIRE OEPAR7-M,�MT SP6C/F/C-A- T/O/V5, SERVES TsJE PARCELS. T -MENT INTO TNEOWATEQ TEN EQ UNd.Y REQU/QE PAY- -. A D6VELOPMEA/T /MPA CT FE6 FOR S//EQ/FF"S FAC/L/T/6S .5A/4LL BE PA/L7 91URSZ1.41-/7- TO Ts -/B PRO V/5/ONS OF C14APr45,C 3 A.2T/C[.E -W OF 7W4 = BUTTE COUNTY C001--, PRIO.e To /�SLJANCE OF BU/LO/NG PERM/775• TslE FSE AMOUNT W/LL EE D67-,ERM1NEO ANO CALCULATED AS CA' 7Aie- OL177E OF AP,-4./CATION FOR 774E 5U/L.0/NG PERM/7= /VO TE : GE/VERAL. coAIZDI TIOIJ-S co.VT1"ZJE-O ON S"aC-T 7 4040k911L 0040P A PORTION OF S'EcTIcN 34, TQWNsMIP 19 AloRTH, RANGE 5 EAST, M. D M., AND A PORT/ON OF SECT/ON 3, TawAl-- ,6/Fp /d NORTH, RANGE 5 EAST, M, D. M., IN TA/E UNINCORPORATED AREA, aur? -H COUNTY, CALIFORNIA. TIONAL MAP 51/E67- SNOWS kL //4FOZMAT/oN, AND /s TED R41AlGEE �2MAT/ONAL PU�2POSE 5 O/JLY, VG CON0I7-/0N5 ASof 7WE- F/L /NG A /q D /5 NO.T /J/ - r— n c c r o c i•• .-. p ,••� - ter•• GCMEP¢AL C01,10/7/0N5 C0"rI14UG0: THE SE NO T6 5 APPLY To SFI66T5 3, G AN,C 7. 9. A DEVELOPMENT IMPACTFol SCHOOL F°C/G/T/ES SHALL 5E RAIC2 PR/oR To /S5vA14CE of Bu/LO/MG PERA47r5. '-rA40 FEE AMOtJn/T WILL BE DETERNI/NEO ANO CALCU- LATED AS o.' TLlE DATE- 0.= APPL/CA7710^J o�)e THE BU/LO/NG PEQ�1/T. /o. rh4E&C- /S NO EVid ENCE 7WA T P0",S S T/ C WATER /S AVA/LA64E FoQ PA.C-C61$ /-Z/ //. No WATER WELL MAY BE LOCATEC) bV/TsL/%c/ /400' OF A S6WA,QE O/SPOSAL LEACNF/,ELO. /t. W17WIAI DES/GNAT--,0 SEWAGE 0/S,-OSAL A.e6A5, 7-AV6 SEPT/C SYSTEM SHALL 5E LOCATED 1.Vf4E.e,T- AT LEA S7' Two (C) FEET OF 5O/L /S PeE SENT. S/TE SPE C/F/C SO/L V6.2/F/C,4T/oN MAY BE .ee4W1-eEd L/PoA/ APD4/CA770A/ Fo,e A SUPT/G 5>'s TQM PE.PM/ T SNEE? � SCALE; /"= 500' pik2cit MAP A PORTION OP SECT/D,&/ 54, roWIVSNIP /9 NORTH, RAN6E 5 EAST, M. D.M., AND A PORT/ON OF SECT/O/ 5, ToWNSN1P /B NOR7-Al, RANGE 5 EA 5T, M. D. M., /N TUE LJN/NCORPORATE6? AREA, 5arri- COW-47 Ys CAL /FORANA. {or /OA/4L MAP 5/4E --T 59OW S /NF0R"A7-10nl, AND /5 TED RUNG& MA7-/ON,4L PUR PO SE 5 oKL) , 3 GONDIT/ONS AS OP 7-MC- ='11-Mia HE=/L/NG AND /S NOT /N - J AFFECT REC0M20 E2E 57 V&C Ge ua aa;: Coto AND NVHEN RECORDED MAXL TO! DIME COLTM BUILDINC DIVISION 7 CoLwrV CENTER DRIVE OItOVILLL CA 9$965 "'(612 X07697 Recorded I REC FEE 7. Official Records I CONIES 2.® County Of I BUTFE 1 CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Mark 09:51AM 17 -Dec -2004 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT I � FOR Rr51l0ENTLAL DEVELOPMENT Section 2" of the Butte County Code required.this acknowledgment to be recorded prior to issuance of a building The property described herein is adjacent to land or included within an area zoned far agricultural Purposes - permit. and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, t bb including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural O tiio s i including, but not limited to cultivation, plowing, spraying, pruning+ and harvesting which occasionally generate smoke, noise, and odor. B>ltte County has established agricultural purposes and residents within said zones and op adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farts Operations. All that real property situate in the County of Butte, State of California; described as follows: PARCSL L• PARCEL 18. AS SHOWN ON THAT CERTAIN PARCEL MAP. RECORDED IN THE OFFICE OF THE RECORDER OF TIM COUNTY OF BUTTE, STATE OF CALWORMA, ON SEPTEMBER 11, 1999. N BOOK 148 OF MAPS, AT PAGE (S) 30,3U2.1),34.3S,36 AND 37. RESERVING TFIEREFROM AN EASEME)IT FOR ROAD AND PUBLIC UTILMES, AS W.OWN ON SAID MAP, APd 028.320-003-000 (POanOM PARCEL. U: AN EASEMENT FOR ROAD AND PUBLIC UTR rr1Fs OVER PARCELS r TETRU 2t, AS SHOWN ON THAT CERTAIN PARCEL MAP. RECOR 17F,�19991N BOOK 1a8 OF MAPS. AT�PA OSi 301 F THE COUNTY ,]51d AND )�TATLSE7TOF CAUFORNUL ON EXCEVrING THEREMOM ALL THAT POR'nON LYING W (TERN TLE HOUNDS OF PARCEL 4 DESCRIBED MEIN Date I2 '/J - O PROPERTY OWNERS: State of CaliforhiA County of ° Jcjcar rM _ Wore me, personally appeared known to me (or roved to me on the basis of satisfactory to the within instrument an n e ge o me t o ac capacity(les), and that by hislhe t e&r gmllmre(s) on the the person(s) acted, executed the instrument. WITNESS m hand and officiai seal, Signature: �• �e the person(')whose nam�e(s) i�sl rye subscribed �xecutea the same in hislbett' 1hCWftuthor-rud .' the person(s) or the entity upon bebatf of whicb LEGrJnRD EDPrAD�BRANN Seal: .. ` Comm.41468488 _ , r VOTARY PUBLIC-CALItO IM o EI Dorado Coenry Uhf Comm. Expires Feo 6,2� 0 Wednesday, September 20, 2006 Counter Kourtni I Person Development Services BUILDING DIVISION ver. 1.0 Payment Date 9/8/2005 Permit Number 05-0871 Receipt Number 435548 Check Number or Cash 11532 Parcel Number 028-450-028 Applicant RED LINE INSTALLATION I Received From SAME Total Received $149.99 Total Fees To Collect $149.99 Recorders Fees (N.O.C) Notes: Thermalito Drainage Fund 10 (Bldg Permits) I $54.99j,, SRA Fees (Fire) $95.00 SHR Fees (Sheriff) $0.00 SMIP $0.00 Copies/Document Sales $0.00 CUA (Chico Urban Area) $0.00 TUA (Therm. Urban Area) $0.00 Water Tender Win #= West Chico Fire Station $0.00 AVA Restitution Payment $0.00 Recorders Fees (N.O.C) $0.00 Thermalito Drainage $0.00 Oroville Area Traffic $0.00 NSF (Non Sufficient Funds) I $0.00 Notice of Violation $0.00 NCSP Trails System $0.00 NCSP Roads/Bridges $0.00 NCSP Storm Drainage $0.00 NCSP Fire Station $0.00 NCSP Parks Type $0.00 Value $0.00 Revised 7/1/2005 DATE 9/9/2005 BAG # 329 DEPOSIT # 48 RANGE OF RECEIPTS: 435490-435569 MONEY COLLECTED: 9/8/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 3 10 -0100 -1001 -10 10 -10 -10 -10 -10 -1800 BUILDING PERMITS FIRE - SRA SMIP FEE REMOVE NOTICE OF VIOLATION RETURN CHECK FEE AVA COURT RESTITUTION COPIES PUBLIC SALES WITNESS FEES RECORDERS FEES STREET IMPROVEMENT PERMIT# RECEIPT# 4210500 4617240 280 4350903 4610105 4617252 4711910 4712523 4613701 280 101001 101001 1011298 101001 101001 101001 101001 101001 101001 1011815 052378 435490 $ 219.96 051469 435538 $ 511.41 $ 2.21 052176 435539 $ 71.49 052410 435540 $ 467.42 961207 435541 $ 109.98 052411 435542 $ 1,886.40 052412 435543 $ 219.96 052413 435544 $ 110.00 052035 435545 $ 109.98 052415 435546 $ 887.11 052416 435547 $ 285.94 -050871 435548 - ' $ 54:99 $ 95.00' `052414 435549' "$ 109:98 052417 435550 $ 55.00 052418 435551 $ 450.92 $ 95.00 052420 435552 $ 467.42 052419 435553 $ 494.91 051988 435555 $ 329.94 $ 15.97 052421 435556 $ 137.50 051934 435557 $ 1,869.09 $ 18.73 051694 435558 $ 626.89 $ 5.40 052077 435558 $ 1,421.92 $ 32.26 052242 435559 $ 329.94 $ 95.00 $ 12.09 040908 435561 $ 2,134.42 $ 19.56 052422 435562 $ 329.94 $ 95.00 052423 435563 $ 60.00 $ 95.00 052424 435564 $ 329.94 052425 435565 $ 1,223.55 copies 435566 $ 0.25 050706 435567 $ 90.00 $ 0.34 copies 435569 $ 0.67 $ $ 15,396.00 $ 475.00 $ 106.56 $ - $ - $ $ 0.92 $ $ - $ - Page 1 of 3 Revised 7/1/2005 DATE 9/9/2005 BAG # 329 DEPOSIT # 48 RANGE OF RECEIPTS: 435490-435569 MONEY COLLECTED: 9/8/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 2 of 3 W09TWOM SUB -DIVISION DRAINAGE TRST TRAILS SYSTEM ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Page 2 of 3 Revised 7/1/2005 DATE 9/9/2005 BAG # 329 DEPOSIT # 48 RANGE OF RECEIPTS: 435490-435569 MONEY COLLECTED: 9/8/2005 CWIF DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 3 of 3 PREPARED BY: Gwyn Benedict ext 7604 DATE: 9/9/2005 CWIF CWIF CWIF CWIF CWIF CWIF CWIF CWIF CWIF CWIF CWIF Water Tender F-1800 F-1808 F-1810 F-1825 F-1825 F-1825 F-1831 F-1840 F-1840 F-1851 F-1851 F-1851 SHERIFF - SHR (JAIL) GENERAL GOVT. FACILITIES GENERAL GOVT. EQUIPMENT LIBRARY FACILITIES LIBRARY MATERIALS LIBRARY VEHICLE & EQUIP ROADS 8 BRIDGES SHERIFF FACILITIES SHERIFF VEH & EQUIP FIRE FACILITIES FIRE - VEHICLE & EQUIPMENT Battalion # 7 280 280 280 280 280 280 280 280 280 280 280 280 1011811 101001 101001 1011826 1011827 1011828 1011001 1011841 1011842 1011852 1011853 1011867 SF $ 257.00 $ 599.81 $ 276.64 $ 217.34 $ 146.20 $ 4.36 $ 1,206.78 $ 282.39 $ 137.79 $ 330.54 $ 638.03 MH $ 257.00 $ 489.89 $ 225.94 $ 177.51 $ 119.41 $ 3.56 $ 709.87 $ 230.64 $ 112.54 $ 269.96 $ 521.10 MH $ 257.00 $ 489.89 $ 225.94 $ 177.51 $ 119.41 $ 3.56 $ 709.87 $ 230.64 $ 112.54 $ 269.96 $ 521.10 SIF $ 257.00 $ 599.81 $ 276.64 $ 217.34 $ 146.20 $ 4.36 $ 1,206.78 $ 282.39 $ 137.79 $ 330.54 $ 638.03 MH $ 257.00 $ 489.89 $ 225.94 $ 177.51 $ 119.41 $ 3.56 $ 709.87 $ 230.64 $ 112.54 $ 269.96 $ 521.10 $ 305.01 $ 1,076.01 $ 1,579.59 1 $ 728.52 $ 572.36 $ 385.02 $ 11.48 $ 2,626.52 1 $ 743.67 1 $ 362.87 $ 870.46 1 $ 1,680.23 $ - GRAND TOTAL TO BE DEPOSITED $ 26,615.21 Page 3 of 3 PREPARED BY: Gwyn Benedict ext 7604 DATE: 9/9/2005 Dg�l REQUEST FOR AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT DEPARTMENT: DEVELOPMENT SERVICES - BUILDING DIVISION DATE: 9/9/2005 BAG NUMBER: 329 DEPOSIT NUMBER: 48 RANGE OF RECEIPTS: 435490-435569 MONEY COLLECTED: 9/8/2005 DESCRIPTION FUND TITLE FUND CODE DEPT CODE ACCT CODE CASH CODE AMOUNT BLDG PERMITS BLDG INSPCTN" 0010"' "440001 4210500 101001 $ 15;396:00 REMOVE NOTICE OF VIOLATION GENERAL FUND 0010 440001 4350903 101001 $ CHRG ON RET CHECK BLDG INSPCTN 0010 440001 4610105 101001 $ AVA COURT ORD RESTIT REIM AVA CRT ORD 0010 440001 4617252 101001 $ COPIES COPY SALES 0010 440001 4711910 101001 $ 0.92 WITNESS FEES BLDGINSPCTN 0010 440001 4712523 101001 $ RECORDERS FEES GENERAL FUND 0010 470001 4613701 101001 $ FIRE PLNG APPL FEE SRA (SRA) FIRE PROTECTN 0100 '4! 450001 -`"�"� 4617240 _ 101001`$ "'"""`-'-475.00"} SMIP FEES SMIP FEES 1001 280 1011298 $ 106.56 SHERIFF DEVELOPMENT (SHR) SHER DEVL FEE 1800 280 1011811 $ 1,076.01 CHICO URBAN STREET IMPROVEMENT CHICO URBAN AREA 1800 280 1011815 $ OROVILLE AREA TRAFFIC OROVILLE TRAFFIC 1800 280 1011817 $ CHICO VECINO DRAINAGE TRUST CHICO VECINO 1800 280 1011821 $ - THERMALITO DRAINAGE THERM. DRAINAGE 1800 280 1011822 $ DRAINAGE DEPOSIT TRUST DRAINAGE DEP. TRUST 1800 280 1011823 $ - SUB -DIVISION DRAINAGE TRUST SUB -DIV. DRAINAGE TRUST 1800 280 1011824 $ NCSP • TRAILS SYSTEM NCSP - TRAILS SYSTEM 1800 280 1011888 $ NCSP - ROADS & BRIDGES NCSP - ROADS & BRIDGES 1800 280 1011889 $ NCSP • STORM DRAINAGE NCSP - STORM DRAINAGE 1800 280 1011890 $ - NCSP - FIRE STATION NCSP - FIRE STATION 1800 280 1011891 $ NCSP-PARKS NCSP-PARKS 1800 280 1011892 $ CWIF - GENERAL GOVT. FACILITIES CWIF-GEN. GOVT. FACILITIES 1808 280 101001 $ 1,579.59 CWIF - GENERAL GOVT. EQUIPMENT CWIF-GEN. GOVT. EQUIP 1810 280 101001 $ 728.52 CWIF - LIBRARY - FACILITIES CWIF-LIBR - FACILITIES 1825 280 1011826 $ 572.36 CWIF - LIBRARY • MATERIALS CWIF-LIBR - MATERIALS 1825 280 1011827 $ 385.02 CWIF • LIBRARY - VEHICLE & EQUIPMENT CWIF-LIBR - VEH & EQUIP 1825 280 1011828 $ 11.48 CWIF - ROADS & BRIDGES (NCSP/CUA) CWIF-ROADS & BRIDGES 1831 280 1011001 $ 2,626.52 CWIF - SHERIFF - FACILITIES CWIF-SHR - FACILITIES 1840 280 1011841 $ 743.67 CWIF - SHERIFF - VEHICLE & EQUIPMENT CWIF-SHR - VEH & EQUIP 1840 280 1011842 $ 362.87 CWIF - FIRE - FACILITIES CWIF-FIRE - FACILITIES 1851 280 1011852 $ 870.46 CWIF - FIRE - VEHICLE & EQUIPMENT CWIF-FIRE - VEH & EQUIP 1851 280 1011853 $ 1,680.23 WATER TENDER FEE BATTALION #7 1851 280 1011867 $ - TOTAL $ 26,615.21 Revised 7/1/2005 PREPARED BY: Gwyn Benedict ext 7604 Status: ISSUED APN: 028_450-028.000_—_ ) Bin #:� _ + Site Address: 835 SWEDES_FLAT_RD_ORO Map index: Owner (Title): Sign Authorization: Project Title: Erosion Control Plan: IDONNA MC DONALD AND DEE Chico Plumb: Contractor: IRE D. LINE,INSTALLATIONS,IN( Applicant: REDLINE INSTALLATIONS_I' Contr Phone: (530) 895.5543 _ _ _ � Architect: Contr. Lic. # JIB48025 t Engineer: IJ Description: I D E T_GARAGE (576) Fee Summary Construction Permit Fee: J�,A, —_.$0.00 Ti Misc. Permit Fees: t __ _$549.90 Strong Motion: _ $1.38' Investigation Fees: ME —_$0.00 Other Agency/Impact: $0,00; Other Fees: __ _$0,00 TOTAL FEES: _ _$551.28 Fees Paid: _ __,_ $0.00 Balance Due= ____$0-00' Planning: Fire: PW -Land Dvlmt: PW Encroach: Ag buffer: Ag Statement: Pre-Insp:� Soils Rpt/Eng. Found: Other: rl J Key Dates Applied: 04!05!2005- J Approved: 05/09/2005) BP Renewal: /_/_,, Issued: 06/08/2005 Expired: Finaled: _! /__j Voided: Census Data Census Class Code:- TRA: I)pdate Exit Back Construction Information Permit Category: MISGRES`� Construction Type: VN_�__) Total Valuation: ,$13,824.00 ,] Total Square Feet: .576,____ i Permit Type: GAR__ ] Required to Issue Contractor's Lic.: Workers Comp: Owner/Builder: Sign Authorization: Erosion Control Plan: Chico Plumb: Recreation Dist: Fire Sprinkler: High School District: 1 Elem School District: t Water: �_ 1 Sewer: I Rec Dist: 1 NPDES: Water: Health:: Sewer:I School Fee: rI Deed Restriction: Plan Check: AQMD: MH Docs: Grant Deed (h MH Title/Statement Ltr-legal owner; HCD check $$ T Intialized: 04/05/2005_TPOWELL_ ; BP050871 APN#028-450-028 OWNER: MCDONALD TOTAL PERMIT COSTS $756.26 REVISION FEES $149.99 TOTAL PAID FOR PERMIT $906.25 Building. Permit Fees $659.88 SMIP $1.38 SRA REVIEW $95.00 Plan Revision Review Fee $54.99 SRA Revision Review Fee $95.00' $906.25 SMIP SRA F10 -BLDG: F1001 F100 Receipt #425996 Dated 4/5/05 $424.94 $329.94 $95.00 $424.94 Receipt #439795 Dated 9/26/05 $331.32 $329.94° $1.38 $331.32 Receipt #435548 Dated 9/8/05 $149.99 $54.99 $95.00 $149.99 $906.25 Wednesday, September 20, 2006 Counter Tammie Person Development Services BUILDING DIVISION.' aver. Fund 10 (Bldg Permits) SRA Fees (Fire) Payment Date 4/5/2005 I SHR Fees (Sheriff) Permit Number 05-0871 I SMIP Receipt Number 425996 _ I Copies/Document Sales Check Number or Cash 1016 I CUA (Chico Urban Area) Parcel Number 028-450-028 I TUA (Therm. Urban Area) Applicant DONNA MC DONALD & DEBORAH Water Tender Btln #F=- STEWART I West Chico Fire Station Received From RED LINE INSTALLATIONS, INC. I AVA Restitution Payment Total Received Recorders Fees (N.O.C) �__ $424.9 4 Thermalito Drainage Total Fees To Collect $424.94 Oroville Area Traffic Notes: NSF (Non Sufficient Funds) Notice of Violation NCSP Trails System NCSP Roads/Bridges NCSP Storm Drainage NCSP Fire Station NCSP Parks Value $329.94 $95.On E $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I $0.00 —$0.00 $0.00 I $0.00 $0.00 $0.00 Type $0.00 $0.00 REQUEST FOR AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT 11=1J_lZAiJi1=1►r0 DATE: BAG NUMBER: DEPOSIT NUMBER: RANGE OF RECEIPTS: DEVELOPMENT SERVICES - BUILDING DIVISION 4/6/2005 328 326 425943-426008 DESCRIPTION FUND TITLE FUND CODE DEPT CODE ACCT CODE CASH CODE AMOUNT BLDG PERMITS BLDG INSPCTN 0010 440001 4210500 101001 $ 12,224.11 FIRE PLNG APPL FEE (SRA) FIRE PROTECTN X0100 y .� '-ti�rw-+ 4617240 101001 $ ,. -- -,_- _190:0�� 0� SHERIFF DEVELOPMENT (SHR) SHER DEVL FEE 1800 280 1011811 $ 610.02 SMIP AUD SUSP 1001 280 1011430 $ 32.00 IMPACT FEES AUD SUSP 1001 280 1011430 $ - AVA COURT ORD RESTIT REIM AVA CRT ORD 0010 440001 4617252 101001 $ - COPIES COPY SALES 0010 440001 4711910 101001 $ - WATER TENDER FEE BATTALION 4 1800 280 1011804 $ - CHRG ON RET CHECK BLDG INSPCTN 0010 440001 4610105 101001 $ - STREET IMPROVEMENT CHICO URBAN AREA 1800 280 1011815 $ - WEST CHICO FIRE STATION GENERAL FUND 1800 280 1011809 $ - WITNESS FEES BLDG INSPCTN 0010 440001 4712523 101001 $ - RECORDERS FEES GENERAL FUND 0010 470001 4613701 101001 $ - THERMALITO UA THERM. URBAN AREA 1800 280 1011816 $ - THERMALITO DRAINAGE THERM. DRAIN 1800 280 1011822 $ - OROVILLE AREA TRAFFIC OROVILLE TRAFFIC 1800 280 1011817 $ - REMOVE NOTICE OF VIOLATION GENERAL FUND 0010 440001 4350903 101001 $ - NCSP TRAILS SYSTEM TRAILS SYSTEM 1800 280 1011888 $ - NCSP ROADS & BRIDGES ROADS & BRIDGES 1800 280 1011889 $ - NCSP STORM DRAINAGE STORM DRAINAGE 1800 280 1011890 $ - NCSP FIRE STATION FIRE STATION 1800 280 1011891 $ - NCSP PARKS PARKS 1800 280 1011892 $ - TOTAL $ $ 13,056.13 MONEY COLLECTED: 4/5/2005 PREPARED BY: DIANE LEWELLEN extn: 6869 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET BUILDING DIVISION DEPOSIT # 326 BAG # 328 PERMIT# RECEIPT# ACCOUNT# F-10 ACCOUNT# (SRA) 0100 ACCOUNT# AVA COURT (SHR) 1800 F-10 ACCOUNT# ACCOUNT# ACCOUNT# ACCOUNT# (CUA) 1800 (SMIP)1001 IMPACT FEES (COPIES) 0010 050834 425943 $ 219.96 050852 425967 $ 1,894.08 050368 425975 $ 1,806.56 $ 305.01 $ 15.51 050862 425986 $ 467.42 033428 425987 $ 109.98 050863 425988 $ 467.42 050864 425988 $ 467.42 050865 425988 $ 467.42 932761 425989 $ 109.98 050866 425990 $ 54.99 042281 425991 $ 0.38 050867 425992 $ 55.00 050868 425992 $ 110.00 050869 425994 $ 219.96 050870 425995 $ 219.96 050871 425996 $- - 329.94 $ 95.00 050872 • 425997 $ 55.00- 050873 425997 $ 55.00 050875 425997 $ 55.00 050874 425998 $ 329.94 $ 95.00 050876 425999 $ 219.96 050877 426000 $ 109.98 050122 426002 $ 2,050.71 $ 305.01 $ 14.04 VOID 426003 050125 426004 $ 329.94 $ 2.07 050879 426005 $ 110.00 050880 426006 $ 1,138.63 050780 426007 $ 329.94 050781 426007 $ 329.94 040470 426008 $ 109.98 $ 12,224.11 $ 190.00 $ 610.02 $ - $ - $ 32.00 $ - $ - GRAND TOTAL TO BE DEPOSITED MONEY COLLECTED: 4/5/2005 COMPILED BY: auditor:yellow DIANE LEWELLEN extn 6869 $ 13,056.13 DATE 9/20/2006 Counter Person :Curtin Payment Date Permit Number Receipt Number Check Number or Cas Parcel Number Applicant Received From Total Received Total Fees To Collect Notes: :..............................................................................................................................................: :...................................... Fund 10 (Bldg Permits) $329.94 Notice of Violation $0.00 NSF (Non Sufficient Funds) $0.00 '•. :...................................... AVA Court Copies/Document Sales $0.00 Witness Fees $0.00 '•. Recorders Fees (N.O.C)' $0.00 SRA Fees (Fire) $1.38.,.: SMIP $0.00.:... Water Tender Btln$0.00 West Chico Fire Station $0.00 SHR Fees (Sheriff) $0:00 CUA (Chico Urban Area) $0.00 TUA (Therm. Urban Area) $0.00 Oroville Area Traffic $0.00 , Thermalito Drainage $0.00 NCSP Trails System, $0.00 NCSP Roads/Bridges $0.00 NCSP Storm. Drainage. $0.00 NCSP Fire Station $0.00 NCSP Parks $0.00...;, IMPACT FEES Q DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET BUILDING DIVISION DEPOSIT # 371 BAG # 328 PERMIT# RECEIPT# ACCOUNT # F-10 ACCOUNT # ACCOUNT # (SRA) 0100 (SHR) 1800 AVA COURT ACCOUNT # ACCOUNT# F-10 (CUA) 1800 (SMIP)1001 ACCOUNT# ACCOUNT# IMPACT FEES (COPIES) 0010 051477 430883 $ 109.98 050606 430885 $ 2,109.65 $ 19.00 $ 4,096.88 051118 430886 $ 329.94 $ 15.80 $ 3,117.42 051461 430887 $ 219.96 050871 430888 $ 329.94 $ 1.38 041738 430889 $ 109.98 051117 430890 $ 329.94 $ 10.19 040940 430892 $ 54.99 051478 1430893 $ 60.00 042435 430894 $ 1,144.27 $ 7.62 051479 430895 $ 220.00 051080 430896 $ 1,627.89 $ 12.73 $ 4,096.88 051480 430897 $ 55.00 050880 430898 $ 1,542.97 $ 11.94 $ 4,096.88 051468 430898 $ 698.61 051481 430899 $ 55.00 050791 430900 $ 55.00 043612 430901 $ 54.99 040316 430902 $ 109.98 051482 430903 $ 329.94 $ 95.00 051483 430904 $ 275.00 051484 430906 $ 55.00 051485 430907 $ 55.00 050774 430908 $ 255.70 $ 1.37 051486 430909 $ 109.98 051487 430910 $ 109.98 $ 10,408.69 $ 104.00 1 $ 1 $ - $ - $ 71.03 1 $ 15,408.06 1 $ - MONEY COLLECTED: COMPILED BY: auditor:yellow GKANU I01AL TO BE DEPOSITED DIANE LEWELLEN extn 6869 DATE?l'is fir) REQUEST FOR AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT DEPARTMENT: DEVELOPMENT SERVICES - BUILDING DIVISION DATE: 6/9/2005 BAG NUMBER: 328 DEPOSIT NUMBER: 371 RANGE OF RECEIPTS: 430883-430910 FUND FUND DEPT ACCT CASH DESCRIPTION TITLE CODE CODE CODE CODE AMOUNT BLDG PERMITS BLDG INSPCTN 0010 440001 4210500 101001 $ 10,408.69 FIRE PLNG APPL FEE (SRA) FIRE PROTECTN 0100 4617240 101001 $ 104.00 SHERIFF DEVELOPMENT (SHR) SHER DEVL FEE 1800 280 1011811 $ - SMIP AUD SUSP 1001 280 1011430 $ 71.03 IMPACT FEES AUD SUSP 1001 280 1011430 $ 15,408.06 AVA COURT ORD RESTIT REIM AVA CRT ORD 0010 440001 4617252 101001 $ - COPIES COPY SALES 0010 440001 4711910 101001 $ - WATER TENDER FEE BATTALION 4 1800 280 1011804 $ - CHRG ON RET CHECK BLDG INSPCTN 0010 440001 4610105 101001 $ - STREET IMPROVEMENT CHICO URBAN AREA 1800 280 1011815 $ - WEST CHICO FIRE STATION GENERAL FUND 1800 280 1011809 $ - WITNESS FEES BLDG INSPCTN 0010 440001 4712523 101001 $ - RECORDERS FEES GENERAL FUND 0010 470001 4613701 101001 $ - THERMALITO UA THERM. URBAN AREA 1831 280 1011819 $ - THERMALITO DRAINAGE THERM. DRAIN 1800 280 1011822 $ - OROVILLE AREA TRAFFIC OROVILLE TRAFFIC 1800 280 1011817 $ - REMOVE NOTICE OF VIOLATION GENERAL FUND 0010 440001 4350903 101001 $ - NCSP TRAILS SYSTEM TRAILS SYSTEM 1800 280 1011888 $ - NCSP ROADS & BRIDGES ROADS & BRIDGES 1800 280 1011889 $ - NCSP STORM DRAINAGE STORM DRAINAGE 1800 280 1011890 $ - NCSP FIRE STATION FIRE STATION 1800 280 1011891 $ - NCSP PARKS PARKS 1800 280 1011892 $ - TOTAL $ $ 25,991.78 MONEY COLLECTED: 6/8/2005 PREPARED BY: DIANE LEWELLEN extn: 6869 NOTES f ,0 5 S L'LE�T2�cfk� w RESIDENTIAL :il PERMIT NO...028.450-028` W,) I,D, DONNA 04'3550 IEDES FLAT�, OROVILLE DLINE PVSTALLATION MH RM F�,rL� t4 f THE HCD FORM 433A FOR THIS THE FOLLOWING HAS RECORDED UNTIL ONE OF BEEN TURNED INTO THE BUILDING DNISION: i 1 LICENSE PLATE(S) OR DECAL (THE ()INSPECTOR MUST RETRENE). (2 STATEMENT OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. OFFICE COPY 'Address GAS Meter By ELECTRIC Meter By W I Date 5-1-1 Iq -13 P 3 - y P(tST CN►afESC wALC. 2A j C�rZ� Lk"13 '3 ()S O -N D(0 hoc- 0,-wEFsT MGG3 -D-Arf, p,( -".1r y IO 462-7L P-Pwo.- � (s JOB FINALED (Date) Signature . J=OIC 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBIL,.HOME UTILITIES (Plans) OK except #'s Date oning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. ater; Location -Test -Easement Needed (Sketch) Footings; Soils -Size -Depth -Spacing -Connectors -Steel ctricity; Location-Clearances-Grnd-/ /Amp -Concrete 0,/ Gas; Location -Test -Wrap;-/ /" L 'ft. 4 /' Nat. or / /" L "ft./ /' LPG 7. Well Clearance & Disconnect 8. Utility Clearance ' , Date`j- ZZ-oS Card B-1 Date Card B-1 Date •tt;A• Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements /ming Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Footings; Size -Spacing -Marriage Line Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails as; MH Test -Demand -Valve -Connector rAAKOW1Cl6-R_ LCAg1tKLk\ ky ectricity; MH Test -Crossovers -Breakers -Clearances 5. 5. Drain; MH Test -Fall -Flex Connector 6. 6. Water; MH Test -Regulator -Connector 7. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. 8. Gas and Electricity Tagged 9. 9. Tie owns -Type -Installation Cert. 10. Roof; Shthg-Roofing its; Insp.-Sketch 11. 11. Cert. of Occupancy 12. Braced Wall Panels Date Date -1 -j'7 -0S Card B-1 Ox.6 S. Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. 1. Zoning Requirements -Setbacks -Easements 2. 2. Footings; Size -Spacing -Marriage Line 3. 3. Blocking 4. 4. Gas; MH Test -Demand -Valve 5. 5. Electricity; MH Test 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected Elec.; Grounding; Equip. w/5'Circulating Equip. -Pool L ht 9• Boxes- Enclosures -Panel boards- Ins. to Main Conduit 8. Gas and Electricity Tagged 9. Exits I 10. License Decals 11. Verify #'s with Office Enclosure; Fencing -Alarms Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 C 1- � L MISCELLANEOUS ' Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 + Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5'Circulating Equip. -Pool L ht 9• Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test I 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK T 0 = Not OK = Not Applicable . = Not Ready 13 RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped _ 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13.' Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies , 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 84. 17. Water Htr.; Vent -Access -Combustion Air Baffle A.C. Unit Disconnect, Electrical -Plumbing 18. Water Pipe; Test & Anchor -Nail Protection 87. 19. D.W.V.; Test Fittings & Anchor -Nail Protection Exterior Elec. Trim, G.F.I. Receptacle -Underground 20. Shower Pan; Test, First Floor -Tub Access 90. 21. Test Tub & Shower, Second Floor -Tub Access Corrections from Previous Inspections 22. G9s Pipe; Sixe & Anchors 93. 23. Fire Sprinkler; Test 95. Address Posted 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Card B-1 Date Card B-1 Date 58. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 64. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 65. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 66. 32. Service -Riser Conductors & Ground Main Disconnect 67. Bedroom Exiting 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 70. 35. Smoke Detector 71. Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 75. 36. A.C. Ducts Insulation & Support 76. A.C. Duct in Garage -Damper 37. Vent Fan, Exhaust above insulation Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 38. Condensate Drain & Overflow, Size & Grade Plb.; Elec. & Mech. Equip. Listed for Location 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Elec. Receptacles in Garage (F.F.I.)-Romex Protection 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 82. 47. Hangers -Post Caps -Anchors -Connectors Clearance Looked under Floor 0 Yes 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 84. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance A.C. Unit Disconnect, Electrical -Plumbing 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 87. 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Exterior Elec. Trim, G.F.I. Receptacle -Underground 52. Garage Fire Protection Framing -RC Channel 90. 53. Property Line Firewall & Openings Corrections from Previous Inspections 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 93. 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 95. Address Posted 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Siding -Nailing Veneer Card B-1 Date Card B-1 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Comments at Final: 59. Glazing Area -Glass Protection -Skylights -Plastic 60. She%.yW ls; Nailing -Bolts 61. Brace erior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes O No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 ,PERMIT NO. BP043550 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/15/2005 APN: 028-450-028-000 the Business and Professions Code, and my license is in full force and L centse Class : L License Number: Site Address: 835 SWEDES FLAT RD BAN �,c� 0 Map Index: Date: 4 uJ Contractor. 'OWNER -BUILDER DECLARATION Description: NEW MH NEW SITE PERM FND (2610) 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law ror the following ,reason (Sec. 7031.5 Business and Professions Code, Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior Owner: MCDONALD, DONNA M ETAL 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 1423 GREY OWL CIRCLE the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or ROSEVILLE, CA 95661-4005 she Is exempt therefrom and the basis for the alleged exemption. Any (916) 780-4802 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: RED LINE INSTALLATIONS INC Code: The Contractors' Slate License Law does not apply to an owner of properly who bullds or improves thereon, and who does such work himself or herself or through his or her own employees, 13407 GARNER LANE provided that such Improvements are not Intended or offered for CHICO CA 95973 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 895-5543 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 Contractor: RED LINE INSTALLATIONS INC 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.). 13407 GARNER LANE ❑ 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 (530) 895-5543 Dale: Owner: WORKERS' COMPENSATION DECLARATION License #: 848025 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 Architect: Is issued. have and will maintain workers' compensation Insurance, as Engineer: A --required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance re carriccer and policy number (are: _ - p Carrier: S+Q � P ill OI` Total Square Ft: 2610 S.F. /� Policy #: ��5 L4 D S--0/ Valuation: $169,650.00 00 Census Code: ❑ 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 th se provisions. u Date: Applicant: 12 WARNING: Fallur o 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 This permit Is eby Is er the pplicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolutions do fv Ind w ted ebo a for vy ' fees have been paid. performance of the work for which this permit Is issued (Sec 3097 Civ.) Date: /�� Name: By.. PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose Print Name: (� Signature: Date: `' J ❑ Owner ❑ Contractor ❑ Agent for Owner gent for Contractor o r D„ nAi— D—o M-1R•nd nn t BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS BPd43: 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name , Address G rCj City I I State l AT I Zi Phon , 7 M Z Fax E-mail CONTRACTOR Name2S d n InStca l W_ - H cyvS Address Gpme-*- La.,n c City Ch 1 Statec `-'� � Zi Phone � Fax s'55 q . E-mail Lic. TCt<�07_5 Clasj�q APPLICANT NAME ARCHITECT/ENGINEER Name City f cc) C� 1 Address zi -73 City Fax Iy `I State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Cl 1 QL" 1 / ,, ,, Address J 3 o - y eX L-(.(_Jf I City f cc) C� 1 Stat r -.t 6J-5_55 zi -73 Phone 5 J5q-0 Fax Iy `I E-mail APPLICANT SIGNATURE X I If - For off ic se nly: Zoning -s Flood Zone =SRA a No Occ. Type Const. Al Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# OZ -95,0 -02 Property Address O s r - i q4 J t j _ _ Cros trV-01) -11, WORKER'S COMPENSATION Policy Number Dqii Carrier 07ift+„ r�4 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 Descrip ion or Scope of , ork: Footage CQ10 0 Structure Built without Permits 0 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. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: I�� c, Amount: � . 670 Bldg .204- • '�'0 SRA Receipt #: 4-1064,85 34-0 Sheriff Date: 11. I I. D 4- 1 6 SMIP Other t 13 I . 0-5 Total REV 4-30-04 7 SUBMITTAL „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. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. 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 GRAPHPAPER! ❑ 2• s -and installation instruction manual: V t[" 3. 2 Marriage line information. 4. 2 Floor plans. O- 5. 2 Engineered Tie Downs or Foundation ❑ 6. plans. 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 GRAPHPAPER! ❑ 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. 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 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 ❑ , 9. triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. 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 KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # PROPROSED BUILDING USE 14M-0, 7JVd DATE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ J 2. SCHOOL DISTRICT FEES 1 / (paid at School District Office) (form available after Plan Check) 1.11f�.v1 3. SHERIFF FEES (paid at Building Division Residential............ X $36 Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. RECEIPT # DATE REC. 4. URBAN URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X = $ — Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CH�E•�/K FEE '$(paid at Building Division),'�. 6i?5 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. 4-1,8&6f� z' 1 04 - Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER ( -IQ 4'to 17 4-1,066e)1L � . D� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed ding the plan checking process. APPLICANT DATE]Qin)nQ Pursuant to GovemmentVQde S$ction 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) / ,r___-.._�,. �,H,,. w •-.,..,,�y,J"r-�,,,w..;�..i�.--{'r"`�.+';d'"`�•`�Jy�''Ma7JSs.".?'�'�`'..``` .-......-•ti-.-+'�.-..r-".r- � _. i, �. �, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 1 7 County Center Drive;.Oroville; CA :95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ' OWNER: ! DO" ,c,a.-L7 ASSESSOR PARCEL NUMBER 4-50 •Q P IS n� Proposed Building Use: eW/ 14 N fJC-V/ 51 7-c- rG2M Counter Technician: Date: 19 . Il, 04 - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .0 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ; ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! 0- 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. - ❑ 8. Manufactured homes: J�oLatas .eets.aad installation inst,.T,) Marriage line info, �P Floor Plan,PTie down or fnd plans, all. duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico Foville, as applicableCXN2-7A-051P ❑ 16. Other Re ning items needed to issue th permit. May require additional plan review upon receipt of the following items.) 17: Fire Spririklers...F.7....- ..Gam.•.. .. L�r�.lC1r ............... ❑ Agricultural Buffer clr nd site plan pr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... . . ........ ❑ 20. Erosion Control Plan Required........................................................................ ...:.... 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ , 22. City of Chico Plumbing permit....................................................................... 23. California Department of Forestry plan approval maid. Sent by: t?CW -�•- t 24. Planning approval A Use: (B)Parking: (C Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 1 26. NPDES Form............................................................................................ / 11 �J 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ..................• ❑ 30. Worker's Compensation Carrier and Policy Number .............•............................ ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. 33. Recorded copy of Agricultural Acknowledgment Statement .............................:... 0 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37.42 Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, UjMck to H.C.D. $ k ❑ 38. Other:_1-egaJ dense - V ' 39. Other: M When issued Telephone I , W5. St's© and hold for pickup. I have been it formed of the above items and requirements for obtaining a building permit. Applicant: lSJ Date: 1. Index permit applicat on or the above items nu ered: Plan Check Letter 2. Additional items require Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above dat by phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: k, Date: Plans approved by: Date In Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division .1 W f i i TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance P1oZ Pian Attechod 000' Raw Plan Attechad ✓ Santo S.D. Ci/ fy�-1 r4 L ��,cJ /r1S /� S - / �3 ✓ - Iecx� — — Owner Location AP# Plan Approved for: Sewage Disposal �f Water Supply: Public Private Well ✓ Clearance for --dwelling. Other A0 ce-o,5e-LlA-.) Hold final for: d Final clearance O.K. for: NOTE: Environmental Health S 8/96 �P i2< c, Jr' o2 -da g Date Apr 15 05 10:00a Redline Installations 1-530-891-6720 p.l ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 53BA356 Download Forms: www.butiecounty.net/publieworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK 1S TO BE DONE Phone (530) 538-7157 ExL 2016 Permit Number en District - APPLICATION I WE, the undersigned, hereby apply to the County of Bunt for an encroachment permit to do the following work under or over the County roads td hi hwa s, all in accordance with County ordinances and gen2rat laws. All information except signature must be typed or legibly rinted.) Applicant's Name:i a. Comp ny Name: Address: , I Sri a[I -S wCE Lj Phone:L C5 v 4. Assessor's Parcel N+ O_b Location of Work to be Done �GL 1 J ' T T Gl Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION Contractors Name ( GYMS Address t L()� C try LZZ—/h <f- V 3. Phone: 3. S- L-( 11. Fax: V 2. Contractors License Number g r r C, 13- Certificate of Insurance: Ye 0: 0 4. Contractor's Signature: 14a. Date Signcd: 3. Authonzed Agent: ( y V TYPE OF WORK TO BE DOE 6. Please Check:17. If Driveway List Type: Curb: C1 Gutter 11 Sidewalk: ❑ B. Other Work - Describe: 19. Plans Attached: Le rl ��O Q L a{ 1 VYl__4 ❑ Yes ❑ No PERMIT GRANTED compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, emission is hereby granted. Indergmund Service Alert (USA) must be notified two working days prior to any excavation. BOD -227-2600 I. D All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ 2. Date Issued �m 23. Expiration Daw / fe 24. Surety: , S. Date Paid: Z-,/-?- 26. Amount Pa i 2 Paid By: &aftr D ' 26. RecciptNo.: z ZZ alike Crump, Director of Public Works 7- By: 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK ❑ Completed -Not OK c,,,,,ry ❑ Additional Comments Attached u..O"tr 31. Comments: .1nte: If permits uc faxed to arty number besides (530) 539-4»b, they can De cctayea up to one weer. �e Main Street BUTTE COUNTY DEPARTMENT OF HEALTH 7 County Center Drive P. o. Box 959 DIVISION OF ENVIRONMENTAL HEALTH orovilie, CA 95965 -7281 Chico, CA 95927 530 538-7281 F530) 891-2727 FAX 530; 538-7785 AX (530) 895-6512 APPLICATION AND PERMIT TO CONSTRUCT A SMALL DIAMETER WELL WITH A CASING DIAMETER OF EIGHT (8j INCHES OR LESS OR A CHAPTER 23B- 5c E:XEMPT WELL Application for: Small Diameter Domestic Well ❑ Repair or Deepeninc(( Wit 1 Same Pump Capacity ❑ Replacement Well' With Same Pump CapacityWithin 100 ft. of Destroyeci We I ❑ Frost Protection ❑ Fire Suppression Ci Well ❑ Public Water Supply Well ❑ Other Owner Name: �l(]CAl if 4sNo. is sessor Parcel p Applicant Name: �l lJ! �� I�l�-I- ! �� 'iGYI.S a 6't relephcne No - � 9 Applicant Mailing Address:(?j��� G�i(� :d�drl� °� Zip ° 5 Street Address of Site: Sw-e-d-e-S Land Use Zone Well Driller N C-57 LICENSED CONTRACTOR DECLARATION WELL INFORMATION Propcsed Depth L)& - Diameter Casing I hereby affirm under penalty ofpperjury that I am licensed under provisii:ns of Chapter 9 (commencing with Section 7000)) of Division 3 of the Business PERMIT and Professions Co I e, and my license is in -fu fl force and effect. License Class Lic. No..�% WORKERS COMPENSATION DECLARATION (EXPIRES ONE (1) YEAR FROM DATE ISSUED) Fee Received Date Fee Received Receipt No. I hereby affirm under penalty of perjury one of the followi-ig ' Date issued declarations: Ln 0 Approved By I have and will maintain a certificate of consent to self -ins ire Special Conditions: 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 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 M2 _ ❑ 1 certify that in the performance of the work for which this permit Is Issued, I shall. -not employ any person in any manner so as to become subject to workers' compensation ' laws of California, and agree, that if I should become subject to the workers' compensation provisions of Section 3700 of . the Labor Code, I shall forthwith comply with those ' X of Applicant'- ❑ Owner ZC-57 Licensed Well Driller 0 Authorized Agen ***NOTES TO WELL DRILLER*** 1. Provide a minimum twenty-four (24) hour ' notice prior to installing or placing sanitary seal or drilling a well expected to be completed in less than twenty-four (24) hours. (BCC 2369[b]) 2. A satisfactory final inspection, by the Health Department and receipt by the Health Department of a Driller's Report or a satisfactory abandonment report and a disinfection statement is required for final approval of work. (BCC' 23B9[a]) Date: I () L _ 3. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS '($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEYS FEES. we4 <B'=O To facilitate issuance of your well permit, please stake and flag theproposedwell Iocafmwo `tv� �-.cal Heart, I� Er L6 ?004- '.7 Cotsiit, Center Drive ctifiII% C . pQQPRTMENr 01, T T� m -o o � e o l a �.■0 AUC 7C?1%4p 7 Department .0 o u n t 1 J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 (National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 9 ACRE] Project Description: N Lo— YY e_4 T Of n-eU3 ryi 4 Project Location and/or Parcel Number: 0 2 a- H5Z) - o2 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program _ Revised 5/24/04 BUTTE. COUNTY DEC 21 toot . PERtVIITNO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS BPe-,43a 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name I _ l Address &pme-K La/inc, Address City io State0"P. Zip Phon + 2 Fax E-mail CONTRACTOR Name I _ l Address &pme-K La/inc, CityChi State( (. � ` Zi Phone c ,2 �X15-55 Fax E-mail #Q Lic.LC_lTZ5 I Clas!C14 APPLICANT NAME ARCHITECT/ENGINEER Name Address - OLk Address State,�An_ ISr,5 City Phone8 S 51 � 5q State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name (2 1 1f — S Address - OLk CityC i CC) � State,�An_ ISr,5 Zi -73 Phone8 S 51 � 5q Fax `/q . '/ E-mail Subdivision Name Map APPLICANT SIGNATURE X For offic4,use nly: Zoning — S Flood Zone WORKER'S CO ENSATION SRA es ` No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# OZ _950 _02 Property Address JweGtts PtcL4 P0 Cros trVoU 11� WORKER'S CO ENSATION Policy Number ii D Carrier OrCL4e.r�X , 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 Descrip ion or Scope of Work: i S . Footage cQto 10 ❑ 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. t K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: Bldg 1 SRA Receipt #: Sheriff SMIP i Other + Date: I . t �. 4 A - - Total REV 4-30-04 CDF FIRE SAFE REQUIREMENTS ' AP# ��- �j�—� � PERMIT # 04 � NAME Under authority of Public Resources Code Sec. 4290, the followi09 checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards (XJ Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. Driveway Radius IN No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. (X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. IN Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall -be provided no more than 400 feet apart. Gates [XJ 1. Gate entrances shall be at least two feet wide:hhan the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Setback for Structure Defensible Space 4 [Xj Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued' availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. (� 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. (] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [Xj Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [ j If Building Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials /a eignature D e P CF FIRE SAFE REQUIREMENTS APS - �j , PERMIT # 04- J�5 NAIVE Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this p&nit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius 1X1 No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 . feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. . IN Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X1 Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length-. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates 1X1 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure cowtinued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [� 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. (X] Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion . of road construction or final building permit inspection. 11 Other Requirements [ J If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves (] If Building Setback is Less Than 15 Feet — ,ol Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials (l �a D e ISignature/z*- SITE PLAN ...........:.....:.....:......:......:.....:......:............:.... .. .. ....... ................................... .... -_ ....... ......_ ....... ....... ..... -..- ..... .... ..... - LA (a2 =.,. .. .. .. ... .. -- .. .. ... . . . . . . . . . . ... -. .- ... .- .. _- .. .. .......................................:...... :.� .-.........._..............--.- ....-._........-..-...... *. ..;....:.. l• .:.- .-; - ..:.... .- .. .. .. .. .. ... .- .. .. .. ... ............. 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I ........... ...... ...... ....................... ...... ........................... ........... ... .. .. -.- -. .. ... .. �. ^ .. ... .. .. .. ._ .. ... ,.!.............:...................:.... ... .. ............... .. .........................1 � .... .... ..l.. .... .... .. . : . : . : . : .. ... .. .. .. .. .. ... ....................... .. .. ... .. ... .. .. .. .. ............. .. .. .. ... .. .. ... ................ .. ... .. ... .. .. -1•� :..-...: .. a�/may ..... ......:......:-.... {......; .. .. .. .. .. _- ... .- .- ... ......................... ... .. .. ... .. ................................ ... .. .. ... .. ............................... -.. .. .. ... ....................... ... ..: .. ..:.. ..:.. .r.. ..l.. .j.w!. .;.. .l ........................._...... ....... _..................._............_....._............__....._............._....._...........---....._............._....._......................................._............._....._.-..........._....._....-... ...... ..:.. ..: Assessor's Parcel NumberFTI FE31 Owner'Name _ I Address / Phone No. Site Location Contact: Name 1" = Phone 5�5- =y U- v 0,±,)--23,2M3 (00" FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" ' PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: GENERAL NOTES NOTAS GENERALES Trusses are not marked In any way to Identify Los trusses no' estan marcados de ningtin modo que the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de los arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendadones de manejo, Installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los trusses. Vea el fbljetq Refer to SCSI 1-03 Guide to Good Practiceia & Brad BCSI 1-03 Guia de Buena Practio para el Manejo. Instaladfin Handling. Installing of Metal Plate Connected Wood Trusses for more detailed y Arriostre de los Trusses de Madera Conriectados run Placas de Metaloara para mayor informad6n. Information. 6 pies maximo Truss Design Drawings may specify locations of Los dibujos de d'isefio de los trusses pueden especificar las localizations de los arriostres pennanentes en los permanent bracing on Ind vidLai compression members. Refer to the BCSI-83 Summary miembms individuales en compresi6n. Vea la hoja Ies6men BCSI-83 Dara los arriostres nermanentes refuerzos de los Sheet - Web Member Permanent Bracing/Web Reinforcement for more Information. All other y miembros secundarios (webs) para mayor informad6n. EI permanent bracing design is the responsibility recto de ardostres permanentes son la responsabilidad del of the Building Designer. Disefiador del Edifido. Qt The consequences of improper handling, installing X.� and bracing may be a collapse of the structure, or 0 worse, serious personal injury or death. .m EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Fuera-de-Plomada. n ; 4 Banding and truss plates have sharp edges. Wear 16 gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes ytr afilados. Use guantes y lentes protectores cuando ;} torte los empaques. HANDLING - MANE]O QAllow no more No permits masQ Use special care in Utilice cuidado than 3" of deflec- de 3 pulgadas de windy weather or especial en dias tion for every 10' pandeo por Cada 10 near power lines ventosos o cerca de of span. pies de tramo. and airports. cables electricos o de aeropuertos. to 3v� to Spreader bar for truss bundles a*— ep�po T I o 0 ra I to QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q, Avoid lateral bending. — Evite la Dexi6n lateral. QPick up vertical Levante de la•cuerda bundles at the superior los grupos top chord. verticales de trusses. ONEWEEK OR LESS MORE THAN ONE WEEK F... D D �. ,�,�y� -s�•, q."$$� o QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a Cada 8 0 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. Berra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or Trusses 30' or less, support LJ less, support at at eek. p quarter points. t Levante Levante de del pito loslos cuartos trusses de 20 I de tramo los pies o menos. _ trusses de 30Truup to Trusses up to 30' Trusses haste 20' —)►I pies o menos. 14— Trusses haste 30' HOISTING — LEVANTAMIENTO I"7f Hold each truss in position with the erection equipment until temporary bracing is installed and lJ truss is fastened to the bearing points. Sostenga Cada truss en posid6n con la gr6a hasta que el arriostre temporal est@ instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del Pico los trusses de m6s de 30 pies. _Jf! Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 —� Tagline truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Spreader bar 1/2 to Tagline .I}�F�`/--I� 2/3 truss length —� TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar Attach above or stiffback 1m x. max. mid -height _ Spreader bar 2/3 to Tagline [_3r4 truss length _TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary _Sheet - Truss Installa- tion and Temoorary Bracing for more information. Vea el resumen BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el Primer truss directamente en linea con cada Una de las files de arriostres laterales temporales de la cuerda superior. Brace first truss well E— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) nin. ►7 ±/11� V tL7RMV-�IrV,-V BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m6todo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies m6ximo •Con sult a Professional Engineer for trusses longer than 60'. 'Cc nsulte a un Ingeniero para trusses de mos de 60 pies. Q See SCSI -82 for TCTLB options. Vea el SCSI -82 para las opciones de TCTLB. 0' Refer to SCSI -136 t Summary Sheet - Gable End Frame Bracina. Vea el resumen BCSI-B6 - Arriostre del truss terminal de un techo a dos asuas. QSet first five trusses with spacer pieces, then add diagonals. Repeat process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , r Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members 'A r r DIAGONAL BRACING IS VERY IMPORTANT e'< iEL ARRIOSTRE DIAGONAL ES MUY IMPt7RTAWE! '1L.rL'M 1 LT;,\iVlrl\L\i:l"L'V�YV1VVVVVVI;RV BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ©Refer to BCSI--R7 Maximum lateral brace spacing Summary Sheet 10o.c. for 3x2 chords -- Temporary and15' o.c. for 4x2 chords Diagonal braces Permanent Bracing �0' of �`' every 15 truss for Parallel Chord spaces (30' max.) Trusses for more Gypsum Board information. for Out -of -Plane. — Tolerancias para Fuera-de-Plano. 16" Vea el resumen QTolerances �t-- Length —►i Max. Bow Max' Bow n�- Max. Bow /. B I-87 - ArdgStf 3/4' _ w Length Viral v_ 14.6' Q Tolerances for -, f I Permanente de The end diagonal 1' trusses de cuerdas brace for cantilevered Raralelas para mayor trusses must be placed Lateral braces informad6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board 12" for Out -of -Plane. — Tolerancias para Fuera-de-Plano. 16" Asphalt Shingles QTolerances �t-- Length —►i Max. Bow Max' Bow n�- Max. Bow Truss Length E — — — — �ax, g =�� ~ Length ► 3/4' 12.5' w Length 7/8' 14.6' Q Tolerances for D/50 D (ft.) 1' 16.7' Out -of -Plumb. ? 1/4' 1' 1-1/8' 18.8'1 Tolerancias paraI 1/2° 2' 1-1/4" 20.8'r Fuera-de-Plomada. n ; 3/4" 3' 1-3/8• 22 g m Plumb -bob 1• 4' 1.1/2' 1.3/4" 25.0'1 29.2' O 1-1/2° 6' 2- a33.3' It 1-3/4° T CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n haste que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI--@4 5ummary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen BC51-B4 Cargo de Construcci6n pard mayor inform i6n. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 34 tiles high rl Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. �- QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. f. Coloque las cargas sabre las Paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-65 Summary Sheet - Truss Damage, 3obsite Modifications and Installation Errors. Vea el resumen BCSI-BS Danos de trusses. Modificaciones en la Obra y Emotes de Instalad6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. I No Corte, altere o perfore ningtin miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del disefio del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizacicn previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project The Contractor should seek any required assistance regarding construction practices from a competent path. The methods and pocedures outlined are Intended to assure that ftoverall construction techne iques mployed will put Bow and roof trusses Into place SAFELY. These recommendations for hwang, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/lastallation Contractor. It is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Anohitect, Engineer, the Building Designer, the ErectbNinstallation Contractor or otherwise) for handling, Installing and bmdng wood trusses and it does not preclude the use of other equlvalex methods for bracing and providing stability for ft walls and columns as may be determined by the truss Erectlon71n43liation Contractor. Thus, the Wood Trus Council of America and the Tess Plate Institute expressly disclaim any responsibility for damages arising Inxn the use, application, or redance on the recommendations and infomnation contained herein. \If.f1 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 bUS/2744849 • MM.W66dbW.d6M 608/833-5980 • w Apinstwg 81WARN11x17031125 �i��2 tiop5 peR 1 a�Lyy� °gg1�ti Yam The 2001 CBC, CMC, CPC, CEC, Designer: Ross P. Farland Plana and documents bear" this stamp have been Ne„ c ,aw and 2001 California Energy oma, g nu4 accepted w meeting the applicable provisions of Efficiency Standards as amended b Y Y 8410 NW Gilliam Lane Portland, Oregon 97229 r AO �i��2 tiop5 peR 1 a�Lyy� °gg1�ti Yam The 2001 CBC, CMC, CPC, CEC, Designer: Ross P. Farland Plana and documents bear" this stamp have been Ne„ c ,aw and 2001 California Energy oma, g nu4 accepted w meeting the applicable provisions of Efficiency Standards as amended b Y Y 8410 NW Gilliam Lane Portland, Oregon 97229 California Code of Regulations, Title 24. Acceptance• is not approval to violate any applioeble code: The AO Butte County apply to this project oar' plan review included the fuilowing subjects: (Y/N) °`a�,ros�,a Drawing List Sheet Number Sheet Name AO General Notes Al Floor & Foundation Plans A2 Exterior Elevations A3 Cross Section &.Details General Notes: 1. The Builder shall field verify all conditions and dimensions prior to proceeding with any work. 2. Dimensions take precendence over drawings. Do not scale drawings to verify information. 3. All construction shall comply with the local governing building codes and ordinances. 4. The Builder is solely responsible for all construction means and shall maintain the structural integrity of any construction until all final lateral and vertical carrying systems are completed. Footing Notes: 1. Footing sizes are based on 1000 PSF allowable soil pressure. 2. The sill plate shall be anchored to the foundation with 1/2" dia. anchor bolts, placed 6-0" OC and not more than 12" from corners and ends. 3. Bolts shall extend 7" minimum into concrete.(12" long bolts) Brace Panel Notes: PF=Portal Frame - BP=Brace Panel - ABP=Alternate Brace Panel ABP Requirements: 1. Each panel shall have a 32" minimum width & 10' maximum height. 2. Each panel shall be sheathed on one face with 3/8" minimum wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 602.3a and blocked at all edges. 3. Two anchor bolts installed in accordance with Figure 403.1 a,or approved equivalent _ shear connectors shall be provided in each panel. 4. Each panel end stud shall have a tie down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1800 pounds. The tie down device shall be installed in accordance with the manufacturers recommendations. 5. The panels shall be supported directly on a foundation or on a floor framing - supported directly on a foundation. This foundation or footing shall be continuous across across the entire length of the braced wall line and shall be reinforced with not less than (2) #4 bars. 6. Grade 60 Steel, A307 Bolts, 24F -V4 G -Lams, Doug Fir # 2 & Better Solid Sawn Y Structural Electrical - Mechanical �J Plumbing Accessibility _ether 2 Ri ht Front Corner View APPROVED Left Rear Corner View Builder: Redline Installations Designer: Ross P. Farland Project Title: Ne„ c ,aw kv, Date 4-345 oma, g nu4 sore, w. 13407 Garner Lane Chico, California 95973 8410 NW Gilliam Lane Portland, Oregon 97229 General Notes AO oar' rACL')0(%4 d Skttbirt °`a�,ros�,a Project Address: ,._t SWeG(-eS PlCr . (V)530-891.6719 (V)503.291-7160 (F) 530-891-6720 (F) 503-291-7181 n r C P�",�o": vsscos,zss:,z�,.n NN BUTTE_CCiU.f�l�r MAY 04 2005 0 N 0 N o 2'.8- I 16.-0-,T.0- Door q' . p•', : •B.P. on inside of wall' a v Di -Frame opening around door Into' ..'61-, — — o — — — — — — — — — — — — — — — — — — — a m a, Max: . 'existing residence..' • •: 4x6 Header across opening: . ' "' ------------------ .I -.: 3-0 x 6-8 0 A.B.P. .. .. . = I I I.I Foundation Wall Typical I I Door iN 2 0" •I with 12" x 7" Footings I.I Gara a Floor N ih N I,I 1 .New Garage 1' I -• 0" 11-0 I I I 305ODH I;I II I I.I II I I I 30500H o Builder: Redline Installations " 3 1/2" Min. Concrete Slab on Grade Designer: Ross P. Farland Project Title: New cmaw 13407 Garner Lane . .. - 8410 KW Gilliam Lane Owner: N Chioo, California 95973 Portland, Oregon 97229 (V) 530-891.6719 o (V) 503-291-7160 Project Address: 5- - (F) 530-891-6720 `� (F) 503-291-7181 sctrAbr C cn 3' - 101/2": ' .16'- 3" AO'.' 3' - 10 1/2"': o c a v rm A"Ix 1.2".x Header a 2 Foundation Plan. _ 3/16" = 1'-0" Luue Date ".05 Drawl"0 ride Sheet Kb. ''t °r.�"""°'° y16 - Floor & Foundation Plans •1UNIPPROM Pontedo": u�zmsizss:asaa MAY 0 4 2005 BUTTE- COUNTY - - BUILDING DIVISIOr, APPROVED 2'.8- I 16.-0-,T.0- Door — — o — — — — — — — — — — — — — — — — — — — Min. -I Min. ------------------ .I A.B.P. 12'- 0" 12'- 0" A.B.P. I'I j.I I I I.I Foundation Wall Typical I I 2 0" •I with 12" x 7" Footings I.I Gara a Floor N ih N I,I 1 1' I -• 0" 11-0 I I I 3/16" = 1'-0" I;I II I I.I II I I I Builder: Redline Installations T- 10 1/2" 16'- 3" IT - Designer: Ross P. Farland Project Title: New cmaw 13407 Garner Lane 8410 KW Gilliam Lane Owner: Chioo, California 95973 Portland, Oregon 97229 (V) 530-891.6719 (V) 503-291-7160 Project Address: &Jxdm Ri (F) 530-891-6720 (F) 503-291-7181 sctrAbr C 2 Foundation Plan. _ 3/16" = 1'-0" Luue Date ".05 Drawl"0 ride Sheet Kb. ''t °r.�"""°'° y16 - Floor & Foundation Plans •1UNIPPROM Pontedo": u�zmsizss:asaa MAY 0 4 2005 BUTTE- COUNTY - - BUILDING DIVISIOr, APPROVED 24'- 0" 6" 23'- 0" 0' - 6" — — o — — — — — — — — — — — — — — — — — — — I.f ------------------ .I I�I I I I I I 76" • I'I j.I I I I.I Foundation Wall Typical I I •I with 12" x 7" Footings I.I I••I N ih N I,I 1' I -• 0" 11-0 I I I I;I II I I.I II I I I T- 10 1/2" 16'- 3" IT - 24'-0" 2 Foundation Plan. _ 3/16" = 1'-0" Luue Date ".05 Drawl"0 ride Sheet Kb. ''t °r.�"""°'° y16 - Floor & Foundation Plans •1UNIPPROM Pontedo": u�zmsizss:asaa MAY 0 4 2005 BUTTE- COUNTY - - BUILDING DIVISIOr, APPROVED Front Elevation 3/16"= 1'-0" Top_Plate 8'-6" Garage Floor 0'-0" Top Plate 8'-6" v io 5o Garage Floor Ri ht Elevation 3 3/16" = V-10" 0' - 8" 2 Left Elevation 3/16" = 1'-0" 4 Rear Elevation 3/16" = 1'-0" #5 x 24" Dowels Typical Exterior Notes # 4 Bar'" 12" or 16" Eaves ° - Shingles on 15# felt over 1/2"CDX Plywood or Equal ..rT #4 Bars `�' Cement Board Fascias & Bottom 't '° #5 x 14" Dowels 3" Trim (Doors, Windows & Corners) c c"Dowels @ 24" OC 1. 0. —01 In 3/4" Dia. Epoxy Filled 4'x 8'Cement Board Vertical ' Hole @ 24' OC @ Footing 1/2" CD Plywood or OSB or EquuallaSiding over 5 Footing at Garage Door Garage Footing @ House 3/4" =1'-0" 3/4" = 1'-0" Builder: Redline Installations Designer: Ross P. Farland Project Title: Nmc�e hswo.� 4-3-M �ro� Shea 13407 Garner Lane 8410 NW Gilliam Lane tee, swe N�,,,d �} I MAY 0 4 2005 Chico, California 95973 Portland, Oregon 97229 Owner: �� � "0 Exterior Elevations [IPMAA 2 (V) 530-891.6719 M 503-291-7160 Project Address: Su,eckS. P(Ci♦ W. (F) 530-891-6720 (F) 503-291-7181 r6a r GA POW= 4/4,2006125610AM BUTTE COUNTY BUILDING DIVISlot, - APPT1.0VED x 5 1/8" B. -Lam Header 5 Garage Door Header V- 0" V • 4- (1) 2 x 6 Pressure Grade Treated Sill Plate i Note: Extend Footing 12" Min, Into I� undisturbed soil ;-- I io if l•. : %Composition Shingles over 15# Felt 1/2" CDX Plywood or OSB or Equal Manufactured Roof Trusses @ 24' OC Simpson H-3 Tie at each Truss Optional 1/2" Gypsum Drywall on Ceiling Exterior Sheathing and/or Siding For Fastening of Sheathing use 8d gahanlzed box with 6" @ panel edges & 12 field. Solid block panel edges. 2 x 4 Studs Co-) 16" OC 1/2" dia. Anchor Bolts @ 6'-0" OC (not more than 12" from corners and ends) 2 x 6 Pressure Treated Sill Plate �— # 4 Bar 3 1/2" Min. Concrete Slab jyv :3" Min. Gravel or Crushed Stone Fill Optional 6 mill Vapor Barrier — (2) #4 bars -Grade-..• a . , o I (2) #4 bars Clear �— CL of Footing & Wall Alternate Footing Detail Note: Concrete cracks are likely Typica l Section 1 3/4" = 1'-0" 12 Manufactured 41 Roof Trusses TOD Plate _ 0 24" OC 8' - 6" Overhead Garage Door F-1 � f Marano Flnnr Existing Dormer A Existing Residence 2 m 2x6 Rafters @ 24"OC (Blind) 0 N LS30 (Typical) -- New Dormer to match up with existing dormer Composition shingles over 15# felt over 1/2" CDX plywood New Garage 'J 0'-0" -- _----- I i Foundation 2a' - o^ ^ '-' =Compacted -1' - 0" - Cross Section Continuous Footing Roof Dormer FramingPlan 3 3/16" = 1'-0" 3/16" = 1'-0" Builder: Redline Installations Designer: Ross P. 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