Loading...
HomeMy WebLinkAbout068-160-084COMPLAINT TO INSPECTOR 68-16-84 GENE OPENSHAW 425 Glen Avenue, Oroville �/- �/� Permif#696-86B,P,E(new swi ng p6ol) 068-160-084 02-2678 MILLER, FRANCIS J 425 GLEN DR., OROVILLE "Ypuv CONT: SIERRA PACIFIC MH EX MH PERM FND EX SITE 068-160-084 MILLER, DAR WIN 06-1449 425 GLEN DR, OROVILLE Cont: OWNER MH PERM FND(EX) cool RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 .2006-00'33055 Recorded I REC FEE I& M Official Records 1 County of I CONFORMED COPY 1.08 Butte I CANDACE J. 6RIJBBS I County Clerk-Recorderl I I KL 011:2MM 28 -Jun -200b I Page 1 of 2 (III "III"II'���II"I"II�'I�II'I 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. DARWIN T. MILLER GERALDINE H. FRANCIS REAL PROPERTY OWNER/LESSOR 425 GLEN DR. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE TOWNHOUSE MAILING ADDRESS DATE OF MANUFACTURE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 06-1449 (530) 538-7541 BUILDIN NO. TELEPHONE NUMBER �� J( '� 6 SIGNATURE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD 1976 TOWNHOUSE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER S0551U/X 60'X 24' , 18.3270/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 068-160-084 HCD FORM 433(A) REV. 8/91 WHITE- County Recorder CANARY . HCD PINK - Applicant GOLDENROD- Building Dept. f. Ct a Lia:Ad referred to herein is situated in the State of California, County of Butte, and is described as ..�v� ice......_ .:.__...._ PZCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, IN. RECORDER OF THE COUNTY OF BUTTE, THE OFFICE OF THE STATE OF CALIFORNIA, ON APRIL 9, 1974, IN BOOK - 49 OF MAPS, AT PAGE(S) 55. APN 068-160-084-000 'e 11. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CM of Document Recorded 28 -Jun -2006 2006-0033055 Has not --been compared with. original ` BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. DARWIN T. MILLER GERALDINE H. FRANCIS REAL PROPERTY OWNER/LESSOR 425 GLEN DR. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP f.Y\TIS INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE TOWNHOUSE MAILING ADDRESS DATE OF MANUFACTURE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 06-1449 (530) 538-7541 BUHAIN NO. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE ' NONE DEALER NAME (if not a dealer sale, write "NONE") NONE - DEALER LICENSE NO. FLEETWOOD 1976 TOWNHOUSE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER S0551U/X 60'X 24' 183270/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 068-160-084 HCD FORM 433(A) REV. 8/91 ^.ANAR V _ urn vrt nr _ A.,..ii—I r 2nd referred to herein is situated the State of California, County of Butte, and is described as _ LCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE . OFFICE OF THE .kECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 9, 1974, IN BOOK 49 OF MAPS,. AT PAGE(S) 55. APN 068-160-084-000 , _ G BUILDING PERMITS NUMBER: 06-1449 Address or location of unit: 425 GLEN DR., OROVILLE CA 95966 Legal Description of Real Property: 068-160-084 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: DARWIN T. MILLER ETAL ` GERALDINE H. FRANCIS Owner's address: 425 GLEN DR., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: 183270/1 SERIAL NUMBER OR V.I.N.: 5O551U/X MANUFACTURER'S NAME: FLEETWOOD OFFICIAL APPROVING INSTALLATION: DATE: G' Z �. —0 PHONE: (530) 538-7541 H.C.D. 513C YEAR: 1976 068-160-084 06-14491/ f MILLER, DARWIN �1®TE.S �.' 425 GLEN DR, OROVILLECont: JOB OWNER i MH PERM FND(EX) M R'ESITOENTIAL AP N: Permit No. Owner:, Site Address: Contractor. Type of Permit: C SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT ,tEINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: _ SIGNATURE: . = OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATEPERMANENT FOUNDATION SOFT -SET 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 Q or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10Drain; ewer H Test -Fall -Flex Cnnctr 11 Wt SConnected-C/O to Grade 12 as nd Electrici agged i�� Downs Foundation 1 Exits 15 rt of Occupancy 1 HUD Label/Insignia Numbers Serial Numbers O -71 DATE D E C K S`C OV E R S'C A R P O R T S `GARAGE S f °s 1 I 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing -CnnctrsSteeI 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails . 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof, Shthg-Roofing 11 Ext; Steps -Doors -Landings . 12 Braced Wall pnls \ a \s °s t DATE IPOOLS 1 ! ! 1 4 ` 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 Bdxes-Enclsrs-pniboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide , \� ° ° Pool Drawing = OK 0 = Not OK RESIDENTIAL (Single & DupleX) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-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 CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test m 11 Wtr Pipe; Test-Anchrs-Rgitr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders Sills-Anchr Bolts -Joists -Vnts -Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic Ise 0 O' 0` O•D p`4 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-Cirnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GF1 Arc Fault 25 Frplc Ties or Type A Flue-Frpic Throat Clmc 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 T -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-Clmc-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 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes 0 No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns 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-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz 93 ❑ CU or ❑AL 98 Address Posted AC Wire Sz 9a Q CU or QAL 99 Fire Sprinkler 48 Range Circ ga Q CU or ❑AL Oven Circ 9a ❑ CU or [::] AL Insulated Neutral ❑Yes ONO 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 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. BP061449 B. C. Building Permit 01-16-04 pg 1 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: 06/16/2006 APN: 068=160-084-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 425 GLEN DR ORO Date: Contractor: Map Index: Description: EX MH, EX SITE, PERM FND p 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: MILLER DARWIN T ETAL to its issuance, also requires the applicant for such permit to file a FRANCIS GERALDINE H signed statement that he or she is licensed pursuant to the provisions of 425 GLEN DR 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 OROVILLE, CA 95966-9235 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: MILLER DARWIN T ETAL Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does FRANCIS GERALDINE H such work himself or herself or through his or her own employees, 425 GLEN DR provided that such Improvements are not intended or offered for sale. If however, the building or improvements are sold within one OROVILLE, CA 95966-9235 year of completion, the owner -builder will have the burden of (530) 534-8469 proving that he or she did not build or improve for the purpose of sale.). ED 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: 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:^ License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: O 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: Policy#: 10 1 certify that in the performance of the work for which this permit is issued, 1 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: (,e — Applicant: � ��' A 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. CONSTRUCTION LENDING AGENCY This pe�rmjtlfhereby is ed�under he app able provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolut' ns to do work fcate ove f which fees have been paid. /^ / performance of the work for which this permit is issued (Sec 3097 Civ.) .' 6 BY: Name: `Date: r --y 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 repr6septatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 'mss -% /< V?/CSignature: fiC�`;�� �+� r^ 62 . Date: o CP Owner O Contractor O Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER LastName SLG Firs ame I I? Address City /oc Staten Zip �6�7 Phone S -3Y . n 7 Fax E-mail fill: APPLICANT NAME CONTRACTOR Name- - -- - - - -- _ i Address Zip L5 Fax X CityState Zip Zip or��_ PhonE E-mail Fax I _ ,-----,:•.__ E mail Lic. #. Class. i,-z4...�; C" " APPLICANT NAME ARCHITECT/ENGINEER Name City ft/ZCD (flLGa� Address I --- Zip City Fax X State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name �!� ✓2r c,�j� �+-1i�4�l2 Address City ft/ZCD (flLGa� State Zip Phone �� % Fax X E-mail APPLICANT SIGNATURE X For office use only: Zoning I AP, I Flood Zone Cross Street ,1 SRA IYes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # LOCATION /� AP# O� D Property Address ,412,5— G' Z_ Z) i2. City Cross Street ,1 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 l(l & CF Address Page 1 of 2 Description or Scope of Work: Ex M91, E -K 840 PERM FtD Sq. Footage!- ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: �� ,`1 V ' Bldg f ,, -- f 1 SRA Receiptr"O Sheriff b SMIP Other Dat�nr17 VV It, 51 Total _REV 2-94-05 SUBMITTAL & PERMIT REQUIREMENTS ` The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Er" 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie downor fnd p:la:n�sll duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 • PERMIT APPLICATION DATA SHEET 00-1 9q a OWNER: M 111'e 1 ASSESSOR PARCEL NUMBER � Jt �� ` I l �1t : n<1 y Proposed Building Use: 54 M K STTF PERM Ft&errnit Technician: )- Date: Co -II 0(n �Itgs� rgqurred in order to apply for permit All boxes MUST b checked OR marked NA in order to apply. '� .111 1Site 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! ❑ 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. X 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or(Dplans all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers ............................................................................................ _ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by _ ❑ 17. Soils Report and/or Engineered Foundation required ........................................... _ ❑ 18. Erosion Control Plan Required .......................................... �pp _ 19. Fees as shown on the attached Schedule of Fees Due Sheet .1.�.!�.0..... ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 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.De Restriction.......................................................... 35.Vegal description, .H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: I A /-.<) ` Plan Check Letter 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Y tFtWC{ � _ Mid Valley Title'sc 22_95-_-Fe_atherZUi er=Blvd•�`#nlA1,K,=P.O.-:Bo�c � ( CALIFORNIA MANUFACTURED HOME SEL r 1w Come TC!_.MiYsllexTitle_Fscrow Com Date .Auger °—X ---- - - -- - . .._ . - ' - ' -- -- -- —�0ffi 4 FeatheL ver blvd � _ omvme CA Telephone No :($30j 533-6680 _:_.:.._----'NIiD-VAi.E'FFl�i.E & iJSCROVIZ-EU11�as licensed. by. .:tl�e - oi_C riit>n.*oe�ice Noy_IS$ At Buyer heiem is purchasing from seller the manufactured home and accessory structures described below and hand you or 9 cause.to be handed you the consideration as follows: . t � f Terms<of Transaction F 4.67 99� k- ..35,000.00 ....for:'the-manufactured home des _ _ cubed - HIAituFAc rxrlisx :.. _FL:EETWOOD _ -- — — - DO HO76 _ MOI3IIJfRADIs NA1HI: / Y_ ...- r U rIE '%MTH '12 i L> N "M 4 -. - _ . r"DECAL NUMBER(S) �LAH5480 _ LAH5480 1 �LA EL/INSIGNIA NUMM(S) : 183270183271 , �y - k ._ y --Z The escrow.fee and. HCD fees which you are hereby authorized to disburse pnor to close of escrow at your d�scretioa $175.00. a Tor structures_to be.included in. the' e- arewN/A t_ Escrow holder u Instructed to order a formal search of title from .` - - f Seller wl�l, no to close of escrow,: caused be deposlEed into escrow the current registrat►onr'� al} voex bf the v Y Pr�or`to close of escrow seller vV1K.cuse deh slgtned aad eonditio»ai Ilen ire a .. . to bey.. ,.. ered mto escrow. a .� . , r ... _ . v aclmowledged lease of: did referred to herein is situated in the State of California, County of Butte, and is described as CEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 9, 1974, IN BOOK - 49, OF MAPS, AT PAGE(S) 55. APN 068-160-084-000 RECORDING REQUESTED BY IIID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED iVLkIL TO: DARWIN T. MILLER GERALDINE H. FRANCIS 425 GLEN DRIVE OROVILLE, CA. 95966 Space Above This Line for Recorder's Use Only -\.P.N.: 068-160-084-000 Order No.: Escrow No.: 198970CB/ORO-C IN DEED GRA THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY .-S' [ X ] computed on full value of property conveyed, or r 1 computed on full Fall-le'_ess value of. liens or encumbrances re;. aini-,^.Q at time of calf, X ,.nincorporated area; [ ] City of _, and AOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, ,TAMES F. SALVATORE and NANCY S. SALVATORE, Husband and Wife hereby GRANT(S) to DARWIN T. MILLER, an Unmarried Man and GERALDINE H. FRANCIS, an Unmarried Woman, as Joint Tenants the following described property in the Unincorporated Area of the County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION JAMES F. SALVATORE vANCY S.: SALVATORE .Document Date: Aueust 9, 2002 STATE OF CALIFORNIA )SS COUNTY OF RTT T TF ) on ATTcITqT i 32002 before me, F F A NOTARY PlIRT If personally appeared JAMES F . SALVATORF. AND N S. SALVATORF. personally known to me (or proved to me on [he basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capaciry(ies) and that by his/her/their signature(s) on the instrument the person(s) or the endry upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand anq official seal. n ' Si_nature��- This area for official notarial seal. MMCHELLE A. MILLER Commission #1351456 n Notary Public-Cwifomia My Comm.-Exp.�C AP 15.2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below lit�'i fin i it ii 2002-004241-4-5 Recorde' K0 Jttili3i Ei=corgi': LaJ.. .-I 1� is^.`'•j �. _ _.. � 4,: S.U, Space Above This Line for Recorder's Use Only -\.P.N.: 068-160-084-000 Order No.: Escrow No.: 198970CB/ORO-C IN DEED GRA THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY .-S' [ X ] computed on full value of property conveyed, or r 1 computed on full Fall-le'_ess value of. liens or encumbrances re;. aini-,^.Q at time of calf, X ,.nincorporated area; [ ] City of _, and AOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, ,TAMES F. SALVATORE and NANCY S. SALVATORE, Husband and Wife hereby GRANT(S) to DARWIN T. MILLER, an Unmarried Man and GERALDINE H. FRANCIS, an Unmarried Woman, as Joint Tenants the following described property in the Unincorporated Area of the County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION JAMES F. SALVATORE vANCY S.: SALVATORE .Document Date: Aueust 9, 2002 STATE OF CALIFORNIA )SS COUNTY OF RTT T TF ) on ATTcITqT i 32002 before me, F F A NOTARY PlIRT If personally appeared JAMES F . SALVATORF. AND N S. SALVATORF. personally known to me (or proved to me on [he basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capaciry(ies) and that by his/her/their signature(s) on the instrument the person(s) or the endry upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand anq official seal. n ' Si_nature��- This area for official notarial seal. MMCHELLE A. MILLER Commission #1351456 n Notary Public-Cwifomia My Comm.-Exp.�C AP 15.2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. 1 personally plan to provide the major labor and material for construction of this proposed property improvement: YES.[ ] NON]. 2. I HAVE [X] HAVE NOT [ J signed an application for a building permit for the proposed work- 3. ork3. I have -contracted with the following person (firm) to provide the proposed construction: NAME: 4 C 2690 c A%�U el C`r� ADDRESS: 11,1e-_-,-,4iAe PHONE: V, 7��,��v CON'TRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and- provide the major work NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER �� �� ��- L L C DATE: 6- / & -- C NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. Butte,,. County Department of Development Services L ADMINISTRATION `BUILDING `GIS t PLANNING 7 County;Center Drive O(Oville, CA 95965 (530) 538=7541 Telephone . (530) 538-'2140 Facsimile OWNER -]BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified - For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed bHe meone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit iorher name. Contractors are required by law licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do'your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation kmi ance. o For more specific, information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial_ Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to semen an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits ars not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are a'%We of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector u— c—+:-- 1 ogin of tl,n ('alifnrnia Aoalth anti Cafo-ty rndi-- 2"x 2"x 3/16" STEEL ANGLE DETAIL "A" CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH m 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE o 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ASESCO ABS PAD X1503 �� m STEEL FRAME SEE DETAIL "A 3/8" CAD PLATED BOLT, NUT do WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE ABESCO ABS PAD X1503 / 36" MAX TO BOTTOM ' OF PAD 01/2"x 3" C.R. LOCK PIN WITH 01/8" BRIDGE PIN COACH "C" FRAME 2" CHANNEL 1/4"xl-1/4"- TEK STS (2) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (2) REQUIRED 3/8"x 6"x 6" STEEL PLATE 1/2" A307 BOLT (2) REQUIRED 10.00 —� 0 0 10.00 %,e o 09/16 HOLE (TTP) STAND BASE TOP VIEW INN 37 TUF-1 PERMANENT FOUNDATION SYSTEM 1/4" GRIPPER - PLATE COACH "J" FRAME 1/4"x1-1/4" TEK STS (4) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (4) REQUIRED C—BEAM J—BEAM ATTACHMENT ATTACHMENT 8" 1/2" DIA. HOLE (8) PLACES 30' -I STEEL FRAME TOP VIEW STATE APPROVAL MANUFACTURED HOMEANOBTLS HOW FOUNDATION SYSTD A DEALTH AND SAFETY CODE, SEC31ON US41 APPROVED SUBJEC! TO CORRECTIONS NOTED a f. APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY r.� OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPUCABLB STATE LAWS AND REOULATIONS sr swe Of Callfomis Depa and et8e"S and Co meaolly Dnvkpmd = UrU� I M31 rLUMUN - rntttuiN3 xvruw SPAIM 4 1- SACRAMENTO, CA 95823 i1YialL�Appa�al 0rc. PH: (800) 382-8831 CM FAX: (916) 383-5207 WAYNE T. POLVADO, PE—LISTING NC(. F94249 SHEET 1 of 3 K.Cv . GENERAL NOTES GUS GUARD TUF-1 1. DESIGN LOADS: LIVE LOAD - 30 LB. FLOOR LIVE LOAD - 40 PSF WIND LOAD - 80 MPH EXPOSURE "C" SEISMIC ZONE "4" *SNOW LOAD 100 PSF (SEE NOTE X115) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". 4 WHEREIN AREAS IASETTLEMENT D CAN MANUFACTURED HOMEISHALLL BERE READJUSTED S)EXCEEDS 1/4-, OCCUR, OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 BOLTS -SAE GR 5=ASTM A449=ASTM A3725. 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS: HORIZONTAL VERTICAL GUS GUARD TUF=1 2200# 6000# GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 6000# B. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. 11. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED` THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. • (SEE SHEET #3) • 13. ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14. WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED WITH EXISTING STANDARDS REQUIRED BY COACH MANUFACTURER OR REPLACE THEM ON A ONE TO ONE BASIS. 16. FOUNDATION BLOCKS 16"x 16"02" POURED IN PLACE AT GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. E= 2' MIN. / 11' MAX. S= 6' MIN. /16' MAX. S= 6' MIN. / 22' MAX. VARIES 10'-70' (SEE TABLE ON SHEET #3) E+�—S— S M. S E i n RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER (TYPICAL) F7 ❑ _ ❑ ❑ ❑ - 0-F ❑ ❑ ❑ ❑ 8' NOM. 2' NOM. El,❑ PADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE SUPPORT AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT PAD (TYP) e o!.ssroNqx_344. _i EKp &A& S OF (C' TUF-1 PERMANENT FOUNDATION SYSTEM STATE APPROVAL FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California Department of Housing and Community Development D S1 OF DES STANDARDS. BY I, �' f �'�> DATE r l 96'_6t /J (silln�) SPANO. 9 /. 6 t -1 This Plan Approval Expires 4C 4 WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 2 of 3 3/4" DIA. x 18" LG. REQUIRED EXPANSION Ois ANCHOR BOLT 3/8" CAD PLATED BOLT, NUT & WASHER (4) REQUIRED R\ COUNTER BORED FLUSH WITH BOTTOM LAIL,, �-.g11dlPC 1.=.11�1��'�r'.. ►I.11.IIF ;IIP�� � i CONCRETE• '�...►►==it-.0-_ ,i'.: ��� POURED IN PLACE 16xl6xl2 CONCRETE�u. �a�c� ri�.�_:n=ic11_i►=T�_ii y�_ir=i • • • Ili►d1_=.►�'�11 Ilr� __l►pp-.11 l�JA CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH m 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE o 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD X1503 STEEL FRAME E Z TIE. PID / 36" MAX TO BOTTOM OF PAD 01/2% 3" C.R. LOCK PIN WITH 01/8" BRIDGE r PIN I LIGHT HEAVY—WEIGHT PLASTIC PAD INSTALLATION 1117117 -AIDS UNTI'3 LENGTH OF HOME 24 WIDTH OF HOME 26 28 44 UP TO 44' I . 8 1 8 1 8 1 12 44'-1' fo 66-1 12 1 12 1 12 1 18 t1tY-1' fo 201 20 1 20 1 20 1 24 SIIIGLE AIDS UMTS LENGTH OF HOME 10 WIDTH OF HOME 12 14 16 UP TO 44 1 6 6 1 6 6 44'-1- fo 66-1 8 18 8 8 66'-1' fo Sol 10 1 10 1 10 1 10 NUMBER OF TUF-1 REQUIRED NUMBER OF TUF-1 REQUIRED NOTE; SINGLE WIDE UNITS REQUIRE (4) E -Z TIE PADS. GUS GUARD TUF-1 PIERS ARE TO BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL STATE APPROVAL FESSIO MANUFACTURED HO.Nk MOBILE HOW,, FOUNDATION SYSTEM a HEALTH AND SAFETY CODE; SECTION 18551 C APPROVED tEXUALA OF CAO® TUF-1 PERMANENT FOUNDATION SYSTEM SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of Cal i fn rn i a Deper4mnt otlTorsing and Community Development OF CODES AND BY RPA NO. This Plan Approval f• WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 3 of 3 hereby GRANT(S) to .DARWIN T. MILLER, an- Unmarried Man and GERALDINE H. FRANCIS, an Unmarried Woman, .as Joint Tenants the following described property in the Unincorporated Area of the County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION i•�f :,'w. -v � � .i tii--"i/r=•�l�i�q .,i %'\J, �/i� � %. ;i�r�G T✓ JAMES F. SALVATORE NANCY S.;S•ALVATORE- -,I)Lument Date: Aueust 9,, 2002 STATE OF CALIFORNIA )SS COUNTY OF BUTTE ) On A11G1ICT 13, 9002 before meT(-.IJVT T E A MTT T ER A NOTARY PUBLIC personally appeared JAMES F. SALVATORE AND N `I' S . SALVATORF. —personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand /anq official seal. Signature�C%�i� �l r�i This area for official notarial seal. NCMLLE A. MILLER�* Commission #1351456 0 Notary Public -California to Butte County .... - AAy_Comm::_Exp: APf_f.-15, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below t�l i IT i 2002-00424 1+5 RECORDING REQUESTED BY Recorded I REC F__ - MID VALLEY TITLE & ESCROW CO. Off icia . Record: I _AX ae AND WHEN RECORDED NLkIL TO: County '" ill I DARWIN T. MILLER - -- - _ANDHCc �. -RUE.K GERALDINE H. FRANCIS lecarder 425 GLEN DRIVE i<uCcii4 DCJ=Q^l t OROVILLE, CA. 95966 �"'' '' `ii`::41k'!l=tf .1=-.i�'-_[i'[��. _ao ?ane...'_ Space Above This Line for Recorder's Use Only A.P.N.: 068-160-084-000 Order No.: Escrow No.: 198970CB/ORO-C GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY X ] ;computed on full value of property conveyed, or t i computed on full .. a!ue '_ess value of liens or encumbrances remainima at time of sale. i k j unincorporated area; [ ] Ci y of _, and _-'OR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, .LkNIES F. SALVATORE and NANCY S. SALVATORE, Husband and Wife hereby GRANT(S) to .DARWIN T. MILLER, an- Unmarried Man and GERALDINE H. FRANCIS, an Unmarried Woman, .as Joint Tenants the following described property in the Unincorporated Area of the County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION i•�f :,'w. -v � � .i tii--"i/r=•�l�i�q .,i %'\J, �/i� � %. ;i�r�G T✓ JAMES F. SALVATORE NANCY S.;S•ALVATORE- -,I)Lument Date: Aueust 9,, 2002 STATE OF CALIFORNIA )SS COUNTY OF BUTTE ) On A11G1ICT 13, 9002 before meT(-.IJVT T E A MTT T ER A NOTARY PUBLIC personally appeared JAMES F. SALVATORE AND N `I' S . SALVATORF. —personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand /anq official seal. Signature�C%�i� �l r�i This area for official notarial seal. NCMLLE A. MILLER�* Commission #1351456 0 Notary Public -California to Butte County .... - AAy_Comm::_Exp: APf_f.-15, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below _ f aid referred to herein is situated in the State of California, County of Butte, and is described as LCEL 1, AS SHOWN ON TI -IAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 9, 1974, IN BOOK - 49.OF MAPS, AT PAGE(S) 55. APN 068-160-084-000 .-- Mid Valley Title & Escrow Comeau -- 2295 -Feather -Rt a Blvd #-'A PA.-Box1068O ma, CA 95965 _ - --::lel533;-b68c� FAQ 4tri!33:-:41$ „F-CAL]EFORNL4L MANUFACTURED HOMI& SEELEIVAUYEtfIN9MUCTI _ -Td:. W Xzf+Title.&.Escrow Company - Date: August S, 2(M2 escrow Officer: CI ARITYII.-BERRY -` 'ovvilk, CA 95965-- _ - Escrow . Telephone No.: (530) 533-6580 MME YALLE 'FME & ESCROW-COMIPANY-is keened bydw-Depiutrment-of Cnr�txn�?*+ns, �.f •, Nn..158= Buyer herein is purchasing from seller the manufactured home and accessory structures described below ancferill hand you or cause to be handed you the consideration as follows: Terms of Transettlon f 35,000.00 whicVreprese payment -for -the manufactured home described as --z MAkUFACrUM :'FLEETWOOD-.- L _ MODEMRADE NAME : TOWNHOUSE YEAR 00f QU/ 76 WIDTH .112 f' —LENGTH (�--- ----ulit-i_- 531U - —W -A 5S4X---" - — Unit 3:�Dtt� — _ DECAL NUMBERS) : LAH5480 LAH5480 L.Af ELaNSIGNIA NUMBER(S) : 183270 The escrow fee and HCD fees which you are hereby authorized to disburse prior to close of escrow at your discretion $175.00. ac ty stmpWm to.be included in the..pup;hm �crice;M. I1 /A - hol0er is instructed to order a formal search of title from HCD. _ r Seller.will, prior to close of escrow, cause to be deposited into escrow the current registration card all copies of the ---, d h ua or lienhotders' ad -the a of - - -- - - --- -- - _ Prior to close of escrow the seller will'eauw to be delivered into escrow a signed and tclmowledted c-ondidondIen release of F .. al} rights, title or interest in the manus home held by legal owner, jumps litaholderor othtr IitahflM . Such release(s) wu71 be caltdidoned upon reixipt of payment from escrow of the amount set ford in'st &res). Mm nates and =tddreu(es) _ a€'reg'utered owner. legal owner, junior lienholder or 001W lienholder is; i OF Al 3it:A r.� 1fAMf fthait lwe. lsetrt as f4 3 t.*caijrSaothma;%:anci atrYY WAbo ztd ifaZlod avd bttyef has .t :M - ir = ? Toe 13K M'VE�!O IIT( PERMIT.NO. 69&i86B, P, E PERMIT EXPIRES OWNER GENE OPENSHAW CONTR. owner ASSESSOR PARCEL 68-16-84 LOCATION 425 Glen—hemw Oroville is d /O'Zl-f2— Gef/ e./1N /i-- s r _ ,i 4 Temp. Power Pole Called PG&E 't Temp. Elec. Service. Called PG&E � Temp. Gas Service Called PG&E \ JOB FINALED (Date) 7/ Signature J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1., Zoning requirements -Setbacks -Easements +2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. 1 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI 48. Date Card -BI Date Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except N's Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 14. 15�Water Water Ht.; Vent -Access -Combustion Air Pipe; Test & Anchors -Nail Protection _ __16. D.W.V.; Test-Fttngs & Anchors -Nail Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 17. Shower Pan; Test, First Floor -Tub Access Siding -Nailing -Veneer 18. Test Tub & Shower, 2nd Floor -Tub Access Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 19. Gas Pipe; Size & Anchors Glazing Area -Glass Protection -Skylights -Plastic 55. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date ELECTRICAL (Permit) OK except N's 20. Fixture & Transformer Clearance -Ins. Protection 21. 22. Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings 25. 26. 2 Appliance C_ ircuits in Kitchen & Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At _ _ 27. _28. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral '-]Yes :1 No Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances: Panels-Motors-Mech. Equip. Card B -I Card B -I 30. Clothes Closet Light -Shower Light Date Card -BI _ Date Date Card -BI Date Date MECHANICAL (Permit) OK except q's _ 31. 32. 33. 34. 35. A.C. Ducts: Insulation & Support Vent Fan: Exhaust above Insulation _ Condensate Drain & Overflow; Size & Grade Furnace -Vent Access -Comb. Air -_Return Air Vent -_115V outlet Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: _ 36. Sills; Proper Material & Anchors 37. Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders &_F_loor Nailing_ 39. Draft Stop in Walls (rat proof) 40. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shlhnq.-Rfnq. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hg_t. & Dimensions 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) 48. Property Line Firewall & Openings 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 52. Siding -Nailing -Veneer 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 54. Glazing Area -Glass Protection -Skylights -Plastic 55. Shear Walls; Nailing -Bolts Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 58. 59. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. 69. A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps 74. Fdn. Vents & Crawl 'sole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 76. Stucco; Brown -Finish 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. 79. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. Glass Protection 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. 86. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: _ 36. Sills; Proper Material & Anchors 37. Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders &_F_loor Nailing_ 39. Draft Stop in Walls (rat proof) 40. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shlhnq.-Rfnq. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hg_t. & Dimensions 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) V = OK O = Not OK – = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK exce .#'s 1. Zoning Requirements–Setbacks–Easements 1. Zoning Requirements–Setbacks–Easements 2. Soils; Special MH Support–Sketch _ 2. Footings; Size–Depth–Spacing–Connectors • 3. Sewer; Location–Test–Fall-C/0–Concrete 3. Decks; Girders and/or Joists–Decking–Bracing–Stairs–Rails 4. Water; Location–Test–Easement Needed (Sketch) 4, Wood Awn.; Posts–Beams–Rftrs.–Connec.–Shthg.–Rfg.–Bracing 5. Electricity; Location–Clearances–Grnd.–/ / Amp–Concrete 5. Alum. Awn.; Columns–Connections–Splice–Decal–Enclosures 6. Gas; Location–Test–Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows–Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s Card -BI Date Date Card -BI Date POOL tans) OK except #'s 1. Zoning Requirements–Setbacks–Easements Se cks–Easements 2. Footings; Size–Spacing–Marriage Line oil • Compaction–Structure Stability 3. Gas; MH Test–Demand–Valve–Connector ool Structure; Steel–Connections–Thickness–Dead Men–Lining 4. Electricity; MH Test–Crossovers–Breakers–Clearances 4, Elec.;RgGf�orar�o—�+ i �nting; Distances–GFI 5. Drain; MH Test–Fall–Flex Connector 5. EI GFI 6. Water; MH Test–Regulator–Connector Elec.; Enclosures; Conduit Entries–Terminals–Listed 7. Water and Sewer Connected–C/O to Grade–HD Approval . Elec.; Bon • g; Metal –Circulating Equipment–Heater 8. Gas and Electricity Tagged B. Elec.; Grounding; Equip. w/5'–Circulating Equip.–Pool' Lghtg. Boxes–Enclosures–Panel boards–Ins. to Main in Conduit 9. Exits; Insp.–Sketch 10. Cert. of Occupancy 9�. Health Department Approval ,rya,' lumb; Cir. Test–Water Supply Test Card B -I Date Card -BI Date Card -BI ate Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date \Qz-vvdd vvS W i r e �o Q-qj vy% 0-1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 " 7 County Center Drive, OroviIle — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 RRECTION NOTICE .o" A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspec Date_ `-5l�pl COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE � OWNER r PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r ec O rdS La) W yn CA r /0 ,P ( Yin t 4- i' O C 0yt`S Cc &r Poo( /e/ _K Ey/f"PC/ C. -I Date I()), I-�� Inspector REV 11/81 v , COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovilley;.California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSES AQ L-NR l / ZONIN BUILDING PERMIT owN +r G' I't e a 1A TELEPHON'E S FT. OCC. BUILDING VALUA N O OWN 'S MAI LI /q/DORE ../� `�/e / 44 0 CON CTOR'S NAME TELEPHONE 'T'D CON"A R'S AILING ADDRESS Fireplace CONSTR )TION LENDER UNKNOWN Total Valuation is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS I Permit Fee $ ` ARCHIT T OnR ENGINEER l C LICENSE No. Plan Checking Fee $ \ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESSrI-'���jj - / V 14 Permit fee $ f PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Sol ar.or'heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 ` Each qas water heater or vent 5.00 USE OF STRUCTURE 1 SF ❑ Duplex❑ Mobilehome❑ Other s,I FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New XAddition ❑ Remodel ❑ Utilities ❑ Installation[]Other ❑ Describe work: Q _ O,5 tie Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main Service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect., • License No. Classification I, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a ,h¢sgft New AMULTI-OUTLET CONSTR. NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) OUTLET CIR. zo®yoa Ex, Occup OUTLETS OR FIXTURES BAL930ti FIXED (RES. OR Ex. Occup. OUTLETS Ts (RESI D.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities15.00 Misc. Wiring15.00 / Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate / of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter uponthe above-mentioned property for inspection purposes. I also agree /4ave,indemni and keep harmless the County of Butte against all liabil' e " judgment s s, and expe es which may in any way accrue against ounty in nseq ence of the ranting of this permit. X Date Signature of Applicant rx�r Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3^stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP, coNST.rrPe Flo D Rc DJ Ho seu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC BY PE EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date — Receipt No. 6-2 ol> WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLD ENROO-APPLICANT IJ OWNER N COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL-c--CA•AORNIA 95965 - TELEPHONE: 916/531 PERMIT APPLICATION DATA SHEET .� d ti Permit No. \ i1 Proposed Building Use Permit Fee Based 11,nn C'nnnnlPtP rnntrnnt Prir:P DPW Valuation Building Inspector I z f 'y At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have b�.n_submitted. _ Plot plans in du licate/t iplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non- eated and AC Buildings. g-� -fees of $ �c ) . . . . . Letter of signature authorizat' 6 O� Sanitation approval from ,, �. Health Dept. 3 U 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . Z1 . Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) �-v �� 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . 17. Pre -Inspection for Required. Pre-Inspec. request to (Dote)Building Inspector 18. RecorOther BP`�A f ,t f8onstkructionmapproval required prior to occupancy) 19. Other l When you issue.the permit, process as follows: Mail to owner. _ Telephone w -9v.// and hold for pickup at office. Other Appl' ant 7 -- Mail to contractor. _Deliver w/inspector Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail By Date Plans checked by A A ate Plans approved by Date V-1 0 Other: Copy -DPW Other To: Building Department From: ':.nvironmental Health Subject: .Sanitation Clearance 6e) S-- (I 60� Ownef Location AP# Plan Approved for: Sewage disposal ?� water supply Hold final for: J•?titer supply Final clearance O.K. for: � eater ly Clearance for bedroom mobile home. Other 144 T:Oi! „ r�,o / �C Sanitarian Date / / COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-534-4541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) Z44,22 _ signed an .application for a building permit for the proposed work. -' 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City _ Phone - Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, pervisj an rovide t e,major work: Name Address City Iwo ui Phone — Contractors License No. _;2� 2 5. I will provide some of the work but I have contracted persons to,pxovide the work indicated: Name \'Address Phone Signed: Property Owner Social Security umber Date , ;;�_4,`?-7'-) 4' (hired) the following Type of Work NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. "LN DEPARTMENT OF HOUSIN6FAN0 CALIFORNIA DEVELOPMENT DIVISION. OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION ; STATE19NT OF. FACTS This unit is. a: 0 Mobilehome 0 Commercial Coach = ® Floating Home a Truck Can Decal (License) No.(s) Trade:Name. Serial No.(s) - ' I/We, the undersigned, hereby state that the unit described above: '4 Affiant further agrees to indemnify and save harmless the Director of Housing and Commu Development, State of California, and subsequent purchasers of said unit, for any loss may suffer resulting from registration of the above-described unit in California, or fr issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on --0 —09 at Q/2� � /'lam , " ��'� Date (City) �D (State) Signature of each affiant Printed name of each affiant Address HCO 476.6 (Rev 11/86) VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION . PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER 8t V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 2 4 5 & 5a 6 7, 7A,7B&7C 8819 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER -DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval 7.201 '1 r HEALTH ,"j = 1 J�i c<f o V d 118sS 1 SUBJECT TO CC CTIONS NOTED APPROVAL DOES NOT AUTHORM OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENT OF APPLICABLE STATE LAWS AND REGULATi:;::S State of CaGfonnia Department of Housing and Community Devcicpr,!ent DM F CODES AND STANDARDS By f Date (Sig ture) p PANO. / his Plan Aooroval Exnim 9— I — I O O For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 . 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoringrhe uirements: The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 11 • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation. Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory. brackets fastened onto the perimeter joist or specified as a location for vertical ties. c Page 2 California �1/2001 56 i ma: Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the' pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks maybe required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma; Unequal Pier Heights ( Wind Zones I & II only ngure _- 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot�exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked . double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 California /2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems -should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TIDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any'strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 California 001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad rS AND Brackets to the re -cut boards or — V with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside 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. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A go, ' 401 f Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Ph For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2". Outside Tension brackets attach the same. Inside tie brackets mount 'upside down" as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches pqjhe anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. ff Page 6 California 822001 Vector Dynamics Foundation systems Component Parts List Y T ® ® O o o? �� oe Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 e C05> m o a a Part #'s included: 59275, 59282,59276, 83044z & 10999 4 ector �on;�s Vector System `2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 0 o e o Concrete Vector System ® Kit # 59008 ® (for single stack blocks) 0 0 ®0 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 . Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 or double stack blocks) Page 7 California N208 01 Vector Dynamics Foundation Systems Component Parts List o Part T's included: 59281, 59288,10925, 59232 & 83044z ®o 0 Part fs included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store S5�(e VOtedl 4y,Qlp,e a• 4o`Ae I 2ea•2X QOQVC'Q\pe Vector 2000 3 Sq. Ft. Pad 'Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit'# 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini, - mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. �� Page 7A, California %/2001 Vector Dyna/' ics Individual Component Parts Detail 1�e o e Vector Dynamics Single.Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" .X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link Slotted Bolt Part #59282 Part # 59135 6.25" x 2.52" x 3" �o. 3" x 5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530• Part # 10999 3/8" X 3-1/2 3/8" x 3" (16 Threads Per Inch) Page 713 1 o Protecto-Strap Carriage, Bolt w/Nut & Washer o Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2". X 2-1/2" Strap Protectors as Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length . 59732 12' p 59734 14' 0 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 0 Longer Lengths Available 30" x 3/4" with 24" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head `'� ^ ' 12" wide .." Black Paint: Part #59292 Part #59269 „, °� 4r1 Galvanized: Part #59294 �' ® Drive Rods x'A P. e ® Part #59113 ' e Page 7C California 1 Vector Dynamics System for Concrete Applications ctor Instructions for Vector Kit #59008 (for single stack blocks) , or Vector Kit #59006 (for single or double stack blocks) a -- Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pad '' 1 for concret4_2 Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge California 8/2001 Vector Dynamics System for Concrete Applications . Instructions for Vector Kit #59008 (for single stack blocks) ctor or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of -the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the _outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two e= \ Vector pad `O�hO� I for concrete v� 1 Inside Tie Bracket- - /* ji Concrete Compression boards c U -bolt Page 9 California 6/2001 WIND ZONE I Vector Dynamics Systems Required for Single Section Homes (Materials Required) at-10o, s,y sec n ma u _ a_t S°ttatto `otnsta pf a�ta p9me EXa01\3\e\s 9e) oskjNmst r r t�lusandsp pads ' " (D O , 34 OD Ali N O O NOTE: Vector Systems should be spaced as evenly as �. is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), (not to scale) 1-1/4" frame ties w/4725 lbs. min. breaking strength. ►` * Anchor and stabilizer plate combination pipe compression member 2 sq. ft. pad Y or 1 TDE adjustable steel strut Home Length Vector Systems Required q Anchors Required Per Side ' Each Vector Foundation System requires Y One Mactor Kit, 2 slotted bolts Y 2 ea. 1-1/4 In. ties, length will vary With pier height (4725 Ib. min. break), . Y 1 ea. 4 x 4 pressure treated wood 0 t0 72' 3 2 compression member 73 to 90 4 ' 3 Y or 2 ea. 2 x 4 pressure treated wood compression member ►` * Anchor and stabilizer plate combination pipe compression member 2 sq. ft. pad Y or 1 TDE adjustable steel strut WIND ZONE I I � Vector: Dyna mics Systems Required , J + Single Section Homes - - Difficult Soil Conditions • -- a eCt*on h�ys,ern�a\ gu\de\\nes- •s.,cj\e for vectc`( man am)\e s 9e� to\Sp e oa\`°me knsta \\\u� at%d pac%n9 mus b . ads a q t r 1 ++ FOU^ j``�` 1 ♦` Ir'-�..-.- Y:� Viz. bHy. ` - `1 I � - tip. 2h.CD me tjp . _ 3 ' r �' �✓ NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufactrers' i stalation + — Instructions and/or state requtements. i Maxlmum allowable working drag load R for the Vector System with the steel 1' compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. vV -Drive anchors when using "V" Or ve Anchors o are used only in WIND ZONE I (not to scale) Home Length Vector Systems Required Anchors Required Per Side' 0to72' 3 3 73' to 90' 4 4 Each Vector Foundation System requires ' • One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolls 2 ea. 1-1/4 in. lie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression ^- .member (center compression member only) or 1 TDE adjustable steel strut "V" Drive Anchor, Part Numbcr 59269 • 2 ea. 2x4 pressure treated wood for r "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the r t f j ' 2 sq. ft. pad `V" Drive Anchor connections. Metal Pier Sets ZONE I -' Vector Dynamics Systems Required for Single Section Homes Up to 72 ft. (Materials Required) " - " "' - Se�1lono om en�al 9�`deHnes' 18 \Jec n _e o� a �� gal sP 9 omeons,allaV% EXam9\e VIs gess be ,o _ T _ ktakld spaoln9 m " --- 111 s an , ads Jill Soil Classifications: Soil Bearing Capacity Anchors Required: 2, 3, 4A,&4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 NOT Vector Systems should be spaced as evenly as is practicable along the length of the home. O 7 E WIND ZONE I ' ' - " " �ome es` Vector Dynamics Systems Required - _ _ ' ' aye Se ve �o"sy ke(V\s gatde`,�, for Double Section Homes - ' - - of a I era d pacin98°0stattatt I (Materials Requiredl - XamP� holds 9eust be to "°`�, e , I Mass atlid spac`o9 ou(\dation P - , - ' \ \ \ ♦ \ \ ♦ I \ r ` . O.O. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. 0 �2 sq. ft. pad �T \t'' NOTE: Vector Systems should be spaced as evenly as ® is practicable along the length of the home. Pier spacing must be consistent with home mamdachrei s' installation instnxtiors and/or state requirernerits. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted boils • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 lb. min. break), • 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut TIE DOWN n N O 3 N 00 N O O WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum wired - oil rQm Stems uidellnes . S\ 1Wtc �9 of Japa� p° ma^ua1 9 . ' - tg Dt enelat tome" s - - _ ' ` • I ` ` \ \ R '0051,014S 9 usl be I a F ads 3 I . un000 WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - is allowable at each system.Pler spacing must be consistent with the home installation manual. \2 sq. ft. pada Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or'2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut N Anchors Required Home length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - is allowable at each system.Pler spacing must be consistent with the home installation manual. \2 sq. ft. pada Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or'2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut N C7 N O ;JP r WIND ZONE II (Hurricane) Vector D�nami cs Systems Requiredforngle Section Homes _ - ': _ : " - ' " " n %,Om ems• tdelines• (Materials RequirP-d} _ - -' - f� St�g�e t°GvettO man`'at gU 1 Of a en tat sPac,Me insta �Xaf,\,3\e ws mus be to h° tttustfatto sPactnO `\\ ads and - _ r, •�` F°undatton p I - - - - - NOTE: For single section homes Zama with eaves that exceed 6 inches In Zone 2, two additional frame tie anchors with stabilizer plates • (one anchor and one plate per side) must be installed in additon to the number of anchors listed in the chart below. - Maximum allowable working drag load ` for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 4B compression strut Is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. WIND ZONE II (not to scale) \2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side * Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 ,,49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 r Vector Systems should be spaced as event yy as Is practicable along the length of the home. Pler spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 lb. min. break). 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe r • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required _ _ - " - "foe for Double Section Homes - - b\e Se°\I°�to men a� �de1tne� 1` (Materials Required) , _ , - - - t a°`' f a'`°l _ - -' ' q - °f a 2eta1 spa 1Me lnsta�� - , 1 EXamp`rj s olds 9 est be to "o n N O N too N 0 0 1 . ♦ (1tl a e0d spa m - - oIPdatioo P , I ` I ♦ 1 ` \♦ z.. ' - - jj 21�. max. TIP. , I NOTE: Vector Systems should be spaced a s evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required O (Q • 0 to 48' CD Maximum allowable working drag load 49' to 60" for the Vector System with the steel rn compression strut Is 3,150 pounds per 6 the K2 Engineering test report. n N O N too N 0 0 1 . ♦ (1tl a e0d spa m - - oIPdatioo P , I ` I ♦ 1 ` \♦ z.. ' - - jj 21�. max. TIP. , I NOTE: Vector Systems should be spaced a s evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 1 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut I CO m v n v O 3 W WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report, WIND ZONE 2 �e0t1gr1V oil\ �sntaen y19u\de\mes' O1U for tion 1e t m\ paoln9e stags 9 �St be to \ro In SPaoin9 f 1 and foandat\on Pads II � NOTE: Longitudinal stabilization is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home installation manual. Soil Classifications: 2, 3, 4A, & 4B Soil Bearinq Capacity: 1,000 PSF minimum sq. ft. pad - Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) Materials: 1 ea. 4 x 4 wood compression member 'Anchors Required: 3/4" x 30" anchor (59095), or 2 ea. 2 x 4 wood compression member with vertical straps or 3.1/2" or 4" nominal SCH40 Pipe compression member. or 1 TOE adjustable steel strut Required Home Length Vector Systems Required p r Sides Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' sq. ft. pad - Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) Materials: 1 ea. 4 x 4 wood compression member 'Anchors Required: 3/4" x 30" anchor (59095), or 2 ea. 2 x 4 wood compression member with vertical straps or 3.1/2" or 4" nominal SCH40 Pipe compression member. or 1 TOE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B,'3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils' Blow Count (ASTM Soil Test Probe (1) • D1586) Torque Value (2) 1 Sound hard pock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate: The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.;. the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. ' (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California 8/2001 ':':002 `6:52 Fa%'4043480401 TIE DOWNS D►oWn. En 1neenn ,1nc. g 9 5901.'fiecton WM !RMcy M Georgia 30330 .(d04) 344.0 0 • FAX (404) 3x9-0401 -I MEMORANDUM TO:.. 'To Whom h May Concern FROM: Moine S. Moms Director, Manufactured Housing Division :ATE: May 24, 2002 SUBJECT: Vector Dynamics for Flood Zone Sets Please- be. aware that the Vector. Dynamics system for use on poured concrete will meet the requirements of the FEMA F2 flood =one set when . installed according 'to Tie Down's Installation Instructions. The floor of this home must rneet the minimum requirements with respect to elevation above the base flood area_ t" you hav® any quesbons,'piease feel free to call me at (800) 24.1-1806, ext 335. Q002/002 VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California U111*4 SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 2 3 4 5 &5a 6 7, 7A, 7B & 7C 8&9 WIND ZONE I - SINGLE -SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval ;�- ., _: `\�•� � 200 W-ALTH A§fj ji 6 ffiVdl 18551 SUBJECT TO COP,!- -7:-'C T IONS NOTED APPROVAL DOES NOT AUl'riORI2E OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULAT.`jj S State of California Department of Housing and Community Devcleprcnt DIVI F CODFS AND STANDARDS By r Dazc9—/o—v/ PA NO. I I— l� - Plan Approval Frites q- Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation' System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring reguirements The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3): WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double .section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side , • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes. which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer.. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter.joist or specified as a location for vertical ties. c Page 2 California `/2001 i' 56 i ma Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state -requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or. state. Check with the most recent regulations in your state. 56 h ma) "yulc c Unequal Pier Heights ( Wind Zones I & II only) 6 in. nax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I: Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 California /2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems -should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TIDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with, a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 CalifomiaN-21-001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad rS AND Brackets to the re -cut boards or __.ap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside 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. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. c Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts C f 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Ph For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PUC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: . for rocky soil conditions V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end.about ten inches pqjhe anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California S/2001 Vector Dyna ics ector Foundation Systems names Component Parts List ' Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts s Vector System s e Kit # 59007 o e oozz. 0 o Y� Concrete Vector System _ Kit # 59008 Lj (for single stack blocks) ® O o ®Q G Part #'s incl6ded: 59277, 59282, 10530, 830442, 59279 & 59232 Concrete Vector System Kit # 59006 (for double stack blocks) Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 California Vector Dynamics - Foundation Systems Component Parts List o Part x's included: 59281, 59288,10925, 59232 & 83044z Vector 2000 1 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) m ❑ m ❑ O V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) Part Ys included: 59269, 59113, 59282 & 10,999 --------------- Adjustable Steel A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal Compression Strut schedule 40 polyvinyl chloride pipe or conduit made P/N 59043 - from type • 1, grade 1, with cell classification 12454 as defined in ASTM D.1784. Compound dimensions Or and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside these products available diameter is 4 inches. at your local hardware store e`jea�eal B. Ground Contact Rated Wood: No. 2 yellow pine or Ay alP�ess�` equivalent, pressure treated to AWPACI-1990 mini - ea. } mum, stamped "Ground Contact Rated" on wood or on 2X 4 0< a label attached to the wood when purchased. 2 ea QVC ep Qn S�rgd . Page 7A California %%2001 Vector Dynamics individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" -X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link o 0 Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link 0 p Part # 59288 2.125" x 2.375" x 2.06 R1Slotted Bolt �'`RPart # 59135 \ ti'p Long U-Bolt.w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Page 7B Californi o Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" -X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link o 0 Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link 0 p Part # 59288 2.125" x 2.375" x 2.06 R1Slotted Bolt �'`RPart # 59135 \ ti'p Long U-Bolt.w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Page 7B Californi o Protecto-Strap Carriage Bolt w./Nut & Washer e� Part #59276 p Part # 10925 0 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors as Protecto-Strap Part.# 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160. 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' - Part # Length 59732 12' p 59734 14' o.. 59736 16' Frame Tie w/Hook 0 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 0 Longer Lengths Available. 30" x 3/4" with 2-4" helix . Black Paint: Part #59095. Galvanized: Part #59079 S 77. br r.: Earth Anchor Stabilizer V -Drive Head 12" wide Part #59269 _4 Black Paint: Part #59292 s Galvanized: Part #59294 o �'® Drive Rods e ®` Part #59113 q 0 Californiz 1 Vector Dynamics System for Concrete Applications _ Instructions* for Vector Kit #59008 (for single stack blocks) a or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge California 8/2001 Vector Dynamics System for Concrete Applications o; W Instructions for Vector Kit #59008 (for single stack blocks) � .ector or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie.bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using.a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through. slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Vector pad 9e o for concrete Inside Tie Bracket .�.;1 fit.. Concrete Compression boards U -bolt Page 9 California 6/2001 WIND ZONE I Vector Dynamics Systems Required y ` for Single Section Homes (Materials Required) �,\e secti,,.c too -5. fi,a ua` 1 I n WIND ZONE I flt . o . (not to scale) 0 C) �2 sq. ft. pad instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home1ength - Vector Systems Required Anchors Required Per Side 0to7.2' 3 2 + 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires Y One Vkclor Kit, 2 slotted bolts Y 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), ' Y 1 ea. 4 x 4 pressure treated wood compression member Y or 2 ea. 2 x 4 pressure treated wood compression member V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut WIND ZONE I Vector Dynamics Systems Required - _ - I J♦ . Single Section Homes g I � Difficult Soil Conditions - ' (n es' ' Sectiono� �yste n�a1 9uideltn ag;n9 t°f s�ac°n ma �- _EXampsh� fs gein be to home in I 1 ' I _ (� to b T " " 114uskf ak1 d sPactn9 _ - ; ; - ` ♦ 1 ; ao I . \ 1 , ' , ♦` ` � � y , 1t , _ •� n. m 1 (D ;..`. � ♦ n YT `.F:: � 1 \ .f \ . bN SN -m -n-0.10 W "I �vp I �'11011111 NOMMEMMUMM- � V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ �- NOTE: Vector Systems should be spaced as evenly as Anchors Required is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' ifstalaboni Per Side " Instructions and/or state requirements. 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report: Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: "V" Drive Anchor, Part Number 59269 4 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length Vector Systems Anchors Required Erern requires h vector turrio Vector K2 VtDa Anchors, 4 slotted bolts Required Per Side " 2 ea. 1-1/4 in. lie, length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression 1 member (center compression member only) or 1 TDE adjustable steel strut * "V" Drive Anchor, Part Number 59269 2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. Metal Pier Sets ZONE I - - " I J♦ � Vector Dynamics Systems Required for Single Section Homes Up to 72 ft._, e ♦ (Materials Required) - n to hom ros.- " fOCve t loo tnao"a1 9a of a 72 to spac me %ossa EXamp\e ,, gets be to h I o - ♦ ' 1 \\Wsttatnd spaclo9 to _ _ _ , - ♦ ' I ' ♦ ♦ �odatloo pads a - -�� I Fo tv co CD N 0 rZONE 0 v' 7 P- 00 N 4i!') sq. ft. pad 0 Soil Classifications: Soil Bearing Capacity: Anchors Required: Materials: 2, 3, 4A,&4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) • 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Anchors Required Required Per Side Oto 72" 3 2 73' to 90' 4 3 Ancnor ana staMizer plate comomauon NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. t VE DOWN CNGI WING T tv (f0 (D w O N WIND ZONE I_,o� h " ems ��de1 _ I Om Vector Dynamics Systems Required _ - - sect\Jes,s a� g _ - 1 for Double Section Homes " f a 12 fad Paci g19ns aka tt ma�� h (Materials Requiredl XamP� ho s 9esskbe to \1W t a,i d sP"c-\ng m E:� daClon Pads an • — ' — ' I ♦ _. ' F° ♦ ,hid" __ I yn � j ,. �,. xm aX typ `♦ - aan.m _ Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Ili 0 �2 sq. ft. pad — ., tea NOTE: Vector Systems should be spaced as evenly as is practicable along the length of ft home. Pier spacing must be consistent with home manufact rers' installation irtsWWons and/or state requirements. 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 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 lb -min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood 1 compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut 0 N O 3 W O N O O WIND ZONE 1 I Vector Dynamics Systems Required - " ; -' - - " 11, oa vma� 9u;de\,ne6 for Multi Section Homes 9 be h m lnsta"a (Materials Required) s °nsa�ngmcst , (\1lasandsP I_ x.%, ` Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot - variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot - variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut V rn CD Cn A O 7 •S WIND ZONE II (Hurricane) I Vector D�namics Systems Requiredforngle Section Homes , On %,0\e ms. ��ae 1 � (Materials Required} - ft S,,4e for \je1kO! 0 maoUa` go, .A�-'' f a 2 a� sPact me - EXamPsho s 9e�s� be to ho 1 1 On ` 1 1 tlluasr atria spacing m n Pa ' r F I - WIND ZONE II (not to scale) 9 OD f; N O O �2 sq. ft. pad `\ 'NOTE: For single section homes z .max lvP with eaves that exceed 6 inches ' in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Ida * Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe ff • or 1 TOE adjustable steel Strut A WIND ZONE II - - Vector Dynamics Systems Required - - - - " " r, for Double Section Homes a 5etrec c` oy anual 9Wrde- (Materials Required) a�2 `aPa1 e`osVe,,lonm- _ f c1n9 1a1\. of _. Pra s ,,gym 1n ' LEY leo N O 0 NOTE: ' Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Soil Classifications: 2, 3, 4A, & 4B - Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required rn 0to48' rD Maximum allowable working drag load --► for the Vector System with the steel rn compression strut is 3,150 pounds per 6 the K2 Engineering test report. LEY leo N O 0 NOTE: ' Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Soil Classifications: 2, 3, 4A, & 4B - Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut C7 N O 7 .0 WIND ZONE.2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 11flRhooesYmen al 9u.da1lnes ` ♦1 lion �9e mslalla a _ ♦ ` eta o1 ♦ I • ` 1O�isme° elOh _ - � shpe usl b ♦ 1 ♦ � 1 ♦ ` . , - (111 land 5Pao�n9 ♦ 1 .♦ `''FOundalion gods Y - ylt.t s ♦ 1 1 NOTE: Longitudinal stabilization is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home installation manual. sq. ft. pad Materials: 'Anchors Required Soil Classifications: Soil Bearing Caoacity: 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut chors Required Home Length Vector Systems Required p r Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics. Foundation system instruction is applicable only on homes set on soils classified as Class.4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals ' Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts,, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local buildingg-official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California 8/2001 i s0�2 16:52 Fel% 4043480401 TIE DOWNS ovnrn Engineeringj Inc. 51;0! b'meaion nMe •Attars. Georgia 303:4 •(404) 344.0000 • FAX (40A) 349-0401 MEMORANDUMi TO: 'To Whom It May Concern FROM►:. ° . Boone S. Morris Director, Manufactured Housing Division :ATE: May 24, 2002 SUBJECT: Vector Dynamics for Flood Zone Sets Please be aware that the Vector. Dynamics system for usa on poured concrete will meet the requirements of the FEMA F2 flood zone set when installed accordinfl `to Tie Down's installation Instructions_ The floor of the home must rreet the minimum requirements with respect to elevation. above the base flood area - ft" t` you have any questions, please feel to call me at (800) 241-1806, ext 335• Q002/002 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMrr NO. aev.12/96) APPLICATION AND PERMIT As"Els ;BUILDINGPERMIT sow,w T1111.0"ONe BUI i owNE� ; SO. FT. OCC. LDINO VALUATION OWMM $ YAalw ADOIlss CONTRACTO" IML! TEIa►gNE lo q 00MMCT0A'3 WWNO A00PC" cONsT ucMN LEQEN LENoenY ►wlaro AMMS Fireplace Total Valuation = UCOSE NO. E 20.00 AaeNrrEeT on EMYtg81 Filing Fee AAcWECT on E4Ol1E M S MQUIND ADOft S Permit Fee S V o Plan Checkin Fee b suanwo ADOREss _ Energy Plan Checking Fee S b PERMIT FEE 1 $ LOT NO. I sueoNsio" NAAW USEOFSTRUCTURE SF ❑ Duplex O Moblehome ❑ Other saEesv TYPE OF WORK New ❑ Addition ❑ Remodei ❑ Utilities ❑ Installation O Other O Describe Work: n A, 1 1 - L I ikrm;� s1kh o 4w,pr Olt! - - Alm PLUMBING PERMIT FiMg Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 -� Building sewer 15.00 Mobile Home I S I G W agP0.00 PERMIT FEE S '--5F y ELECTRICAL PERMIT Filing Fee 20.00 Main 'ce xoA oma is 23.00 Main Service =ouA To i000A 46.00 NEW CONST.7P. 310. 3.5e OA ADONS. a ACC. n ( .�.....e....e 1 07.50 Ex. Occu . OuTUT Oft FCnuam Ex. Occup. ounETs mlo. EA Temporary Service 23.00 Mobile Home Facilities 2000. Misc. Win PERMIT F = U1:r14AN1rA1 DFRUIT I FI'Lna Fee 1 20.00 6.50 Ventilation PERMIT FEW'I Moble Home Installation FeeEnergy Inspection Fee occ CONST. �� TOTAL FNAZ o.n°8 si► K=0 This permit Is hereby Issued under the appikable provisions of the Butte County Code and/or Resoludons m do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBERJG r2�- Proposed Building Use:i mCounter Technician. Date: 1 Items required in order to apply for a p mit. All b xes MUST be checked OR rn• rked NA in order to apply. L. Plot plans, 3 or 4 sets, signed ,�y the preparer of the plans. lJ ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation Warts, all in duplicate. ❑ 7. Metal buildings: A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. _ ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in _ ❑ 17. City of Chico Plumbing permit......................................................................... _ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... _ ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 20. Contact Land Development about ❑ Improvements, ❑ D ' age ............................... _ 12❑ 1. Encroachment Perrgit drivewayom the Public Wo s De t. (construction approval prior to occupancy). 2. Pre -Inspection for .Qf.(-1M required ................ _ ❑ 23. Contractor's license information. (Numbe , Name Style, Classification) ...................... _ ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. _ ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 26. Letter of Signature authorization.................................................................... _ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 28. Manufactured home utility clearance............................................................... _ ❑ 29. E isting violations°nd/or expired permits........./Letter ❑ 30!�Grant Deed, I�'M.H. Title/Statement of Facts, from Legal Owner, ® Check to H.C.D. $ ❑ 31. Other: _ When issued Telephone d hold for pickup. I have been informed of die above items and requirements for obtaining a building permit. Applicant: �OR Date: 1. Index permit application for the above items numbered 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ❑ phone, ❑ mail, ❑ counter, by ❑ phone, ❑ mail, ❑ counter, by _ Plans approved by: Structural approved by: Yellow: Buildine Division Plan Check Letter Date: _Date: Date:_ Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 \ SCHEDULE OF FEES DUE OWNER � 1 ) PROPOS D BUILDING USE 1 �'t' 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due .......... :...... $ . Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... z $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x _ $ # Units Amt. Commercial (sq. ft.) ............ -X - Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #U CDS DATE ' RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have.90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) rn no >C � O zG�r� x-rrr,ON b(ntTlx� 1z dnocn cn H yn M 0 rTl .> N x o O� COUNTY OF BUTTE 'DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building Is approved for occupancy. Plans must be available on the Job site. M A.P. No. MILLER, FRANCIS Owner -' - — - . �-- ,,,..- . .. - ,.,... �.,.•.� �...- r--� 1425 GLEN DR., OROVILLE Contract I`CONT: -SIERRATACIFIC,MH— Permit No EX MH PERM FND EX SITEjlm PERMITTEE MUST CALL FOR INSPECTIONS Piers Conduit Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Electrical Rough Mechanical Framing Shower Pan ................................ Insulation Di ............................... Fireplace Footings Fireplace Throat ...... a fVoti:C Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildinq or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresse Infarrtiatton..... 24 Hr.lnsp _ Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 NOTES __RESIDENTIAL 068-160-084 02-2678 PERMIT NO. _ MILLER, FRANCIS 425 GLEN DR., OROVILLE CONT: SIERRA PACIFIC MH EX MH PERM FND EX SITE r THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY 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 = NowOK = NotReadyab'e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance 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. Date 7. Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 12. 2. Footings; Size -Spacing -Marriage Line Light Niche 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 DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except_ #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining . 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; *15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type 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 0 Yes _ 83. Following Instld./Drive O Yes O No/Walks 0 Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House - 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASESSOgP ELNf M _ � � ZONING BUILDING PERMIT NER -e 1-0JC1 % Frei TELEPHONE S .5ri -69'A SO. FT. OCC. BUILDING VALUATION .OWNER'S MAIUNG ADDRESS a CO RACTOR'S NAME TELEPHONE 4M /fit[ CO TORSM1987SS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ OR ENGINEq ������'� ' ii-- - r \ 1) ` *� lz 1 �` EC'✓t LICENSE NO. 1 Fee $ 20.00 Permit Fee Per $ ARCHITECT OR ENGINEERS MAIUNGf° D_R��E�SS �13keo,rm Plan Checking Fee $ BUILD KESS MR 4_aC5 0 1i Energy Plan Checking Fee $ $ PERMIT FEE $ Lo SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome� Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel`❑ `Utilities ❑ Installation ❑ Other ��y_ ����� 6� e. q r*C� ,:V Describe Work: —TV,4,C, A' C���pll P �'°'f MO�he✓�� T—C u--,CJ�CJ 't1Y\ (,uxcXer e1��s��''1�1' Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S n L -.N 'r— V�to�,e, ELECTRICAL PERMIT Filing Fee 20.00 600VOR LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i InII force and effect. License Class Lic. No. 139 C1 C -so L48 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO I 46.00 WEE200A NEW CONST. DWELLING OCCUP. U OR ADDNS. ( & ACC. BLD S. SO 3.5¢FT, NON-REBID.T. MULTI.OUTLET 6. 97.50 POWEPPARATUS SINGLER AOUTLET CIR. Ex. Occup. OUTLET OR FDRURES BAL O .SO Ex. Occup. Dux ,'.,&DER,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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' gomTnsation insurance arrier and policy number are: Carrier �1 Ci�1 C �Ca C Policy Number - j (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1111---- p 1 X '� �� `f f M t'�S Date Z _ Signature dof Wpplicant I El Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY-ASSESSO INK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION a , i.r "` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538'-7541(, ' (Rev. 1.2/96) APPLICATION AND PERMIT ,< PERMIT NO. ASSESS D P ELNUMBER ZONING BUILDING PERMIT O NER e I r., loci �d �v�c -fC4 TELEPHONE 'sEW -67 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS '{] - �vrSvc O -ov.W\ CA gS9G& CONTRACTOR'S NAME m �• E 1a' ` �\QL C7 me— \rj WSTELEPHONE �%�� (� a/.�� CG - TORS .M/iNGODRESS 4 _ { _1 \ `qT \ a, CA Y604 CONSTRUCTION LENDER / Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ C OR ENGINE i" r �or k_ U>,YN En i n e LICENSE NO. Q60, Filing Fee $ 20.00_ Permit Fee $ •'� ARCHITECT OR ENGINEERS IUNG ADDRESS - V // w k *-O �O1'\ t•- Plan Checking Fee $ BUILD . RESS, l./� Energy Plan Checking Fee $ ; _ _ $ PERMIT FEE S LO.O. SUBDIVISIONS NAME ti PARCEL MAP��.. PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE r SF ❑ Duplex ❑ Mobilehome Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 1 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ] 1 i \tib Describe Work: �h�tC.�`�CA�I Oh �C q 'f C� ► U- ���- )�erMG1hE�r��' r(u---JaC\ky\ ulA , %er Gas piping system 1 - 5 outlets' 15.00 Building sewer 15.00 Mobile Home S G W @20.00 r' PERMIT FEE S noLLAJ ei�,Q, 'ELECTRICAL PERMIT Filing Fee 20.00 Main Service zooA oa LEss 23.00 II LICENSED CONTRACTOR'S DECLARATION �, I hereby affirm under penalty of perjury that I am licensed under�p�ovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. (� License Class �- 1-1-1 Lic. No. 3q 9 SO OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Profess Code for this reason �„ WORKERS' COMPENSATION DECLARATION %" 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �', I have and will maintain workers' compensation insurance, as required by Section w 3700 of the Labor Code, for the performance of work�or�wfiich this permit is issued. My workers' ompensation insurance arrier and policy number are: Carrier S 1C_ V- Main Service TO IuooA 46.00 NEW CONST. DWEWNG OCSUP. DWE200ALLING ( NEw SO 3.5¢FT: cDONST MUACC. NDN RESID. 97.50 �� POWER APPARATUS 1 d SINGLE OUILEr CIR. Ex. Occup. OUTLET OR FIXTURES sAL @':w FIXED A Ex. Occup. GuT (RREEsID°EaA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. -Wiring 23.00 *� PERMIT FEE t ; MECHANICAL -PERMIT Filing Fee 20.00 Heating Cooling .x Hood! t ,6.50 \Ventilation PERMIT FEE $ Policy Number '14 1- I t (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to'workers compensation laws of California, and agree that if I should become subject to the, - workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. '''' �y X aO H +O r(]r M14S Date q I,J6 I6 Z.. _ Signature of Applicant E] Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ' occ CONST. TYPE - TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By t PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. �� p �n WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � L✓ (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSE SO P ELNUMBER ' I too_8- 000 ZONING BUILDING PERMIT NER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1 `, `c 1 Orou `\\ /� cl sG � J CONTRACTOR'S NAME i IAOMe TELEPHONE CONTRVTORS.MAT8ZSS _ { ``1 �� • 1 T 1tY�� C 1� 96049 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ C ((,�C,�OR ENGINE . t e. 1)o� En Al IF LICENSE NO. )60 FI Iln F@@ $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS IMAILING ADDRESS n ` `_ (1 �A.1 h O CAk Or\ -C . R}V, n�kG r A Q � Plan Checking Fee $ BUIL 1WESS Y- 0 Energy Plan Checking Fee - $ $ _ PERMIT FEE $ Lo o. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome*1i( Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other(+] rt).-Itnt%t�1(�"1 Describe Work: —TY\-C.A\�rA.M (>-N nq YC.�'"()- t ,� Pof ry\G1 hP✓��" -(_)Lj 0(1t k l C� uP,,APr ���1n -j- Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ',pq pq DESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ie full force and effect. (� C License Class ' �1 Lic. No. —1 X70 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 11 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the lidperformance 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. and policy number are: My workers' QQompyensation insurance CA Carrier c5irA E III-" SCA Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OccuP. OR ADDNS. ( a ACC. BLDS. so 3.5¢FT. NEW pESlp MULTI -OUTLET @7,50 POWER APPARATUS 6 SINGLE OUTLET CIR. �(, OCCU OUTLET OR FIXTURES BA0 @ 1 0 Ex. Occup. OFu(UTEL R ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood' 6.50 Ventilation PERMIT FEE $ Policy Number %4-1111- 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. j ff p / X ,n P J,, , }f/��Y•-AD r(�< S f P� Date Q I , 6 f 6 L _ Signature of Applicant f ® Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 2.A. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON eta rReceipt No (ri�� 7j HITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Rev. -1,2/96) - -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. I ASSESSO%R�PA�RCELNUMMBER , ZONING BUILDING PERMIT OWNER y �.. U k f `--Jk Y1 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 1 CONTRACTOR'S NAME 3`c�°c,a. ars i TELEPHONE CONTRt1CTORs MAILING ADDRESS t i L\��Y:� Ci ICONSTRUCTION LENDER Kr Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCIJITka O^R EENGINEl LICENSE NO.. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS y �,"�R <- M(A 1 J''0 . ! � I,.,°. t .� t ! ' - i _ p t Plan CheckingFee $ BUIL - RESS r' � 1+ `� G v _• Is 14;;1L/ Energy Plan Checking Fee $ $ PERMIT FEE $ Loo. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehomel` Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O ..l-," M;' �t , +I Describe Work: y t3 L: 1 "!N -V3 {`:'� �y�_� r.. �. , s x r aC ms`s p< Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 E00v OR LESS Main Service 2o0.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is9in full force and effect. — License Class `�� Lic. No. a 1': ]f �"� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. BLns. So 3.50FT: L,Dµ= ' MULTI-OUTLETRCUI 97,50 PON1ER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FD(TURES 20 @''50 BAL p .50 Ex. Occup. ofluiLEEDrsARESIo.DEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. OI 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 : L Z.. t. -+ Policy Number -I 1 1 t (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. l r [ ( X ?L 1 t r' r. x.r' t'; (, Date J f _jo f o 2— Signature of Applicant ' ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood' 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE It HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON rI 1 the app"licable provisions Resolutions to do work been paid. f Date Dale Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR `PINK -INSPECTOR GOLDENROD -APPLICANT This se# of plans and spe _ 60 on tae job at aN times rfiake mny changes or alterai written permission from the I Wod6, .Couwty of B#te.. t M*ST *m Pt,AN. caticis MUST be J it il unlawful to - ons xne wMiout artm nt of Public L.Lo I NO,- P- 4917— . , �A• N�See Masfer plan on file Tor building Pans.' - - Z A setback of 5 ft from the properi lines and a setback -� of f 50ffrom f e road. --.___r. __..__:��---.....::__._.. D. �. ,�?�6_._�._ -•-• A? goosWlo?.)(bg..cenierline shat-be'clearof----.-__. _ "tm U �$ - n�0b" ee `5 "" �' _ struct es ori�r�nent except- _ _•-.- - - ---- - - X r a 2 , t eave overhang bo - Y 1 71, 1? m •1- NK 1 C:' Al - ase t,'L T.m,C Materials do V�orkm hip Shad ? '° Aoeordance with Reco ni d G 99 . g d Practices .ate u; �. 1+0� prescribed for fihe Sp 6fied:use -in the Mach nical Codes and de I TTE .�......... 0 ui ��e� C�� .�T �%.. �`3.z3c30 / . BUILDING DEPARTMENT s _ ,Q r-2. 6/ APPROVE R'4QUESgi FOR IN PECTION Permit No. Location: Owner: ZS, Contractor: Comment: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE- Form Rough Rough Fnd/Ftg INSPECTION Frame/Underfloor Top Out Temp. Service Job Status Stucco Lath Gas Piping/Test Main Service Corrections Permit Renewal Stucco Brown Temp. Gas Underground Final s Woodstove Sewer Piping Well Circuit Ex Mobile Site Brace Panel Water Piping POOL Insulation Shower Pan Nailing Gunite Demo Bonding Corrections Corrections Corrections Light Niche Final Final Final Corrections Ready for t Final Inspec. on: Date: 1 1 Call U Phone: n 41 PRE -INSPECTION REPORT OWNER- ]LOCATION: WNERLOCATION: CONTRACTOR: 2.`r'�Q�U UrJ� l� PRE-INSPETION DATE TO INSPECTOR: 9 Building Description: Electric: Gas: JV1\ PERMIT HISTORY:( ) NONE *qAS BUILDING'INSPECTOR'S REPORT DATE: `'f ?- 1; _ G A.P. #- 64 •6�S ZONING: Conuntrcial/Usage: -, _ Residentialf# of Units: Currently Occupied Abandoned/Vacant Yes - No , Electric currewly On Off Condition of Electric Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working _ Well Working Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: ISSUE: HOLD FOR Inspector. Date Sketch buildings on reverse and indicate location on p ropert�, 6A pid ayx(Co tjjp C4fpzi,r ?C r.. n 10 C C4fpzi,r ?C r.. n (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESS09P ELNy ER _C00 (a 1] ZONING BUILDING PERMIT 6ER {4�J YW� TrA rerAtAIv\(-- —f4 TELEPHONE S 5 9`I SO, FT, OCC. BUILDING VALUATION OWNERS MAILING DRESS �jQ ' a r Svc Orov.\\ is '1 1(:) CTI NAME 1 TQYQ� \Q� �6-me TELEPHONE 13A-�11 4C9 CG TORS < D7Ss • x CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING�° D�RESS A \� nn / �' wt'O�TCY\ {`. ITtI�►1T�%l Gtt �)(� Plan CheckingFee $ BUILDKESS .! ® J Energy Plan Checking Fee $ $ PERMIT FEE $ Lo O. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome)( Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00,. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other] Describe q (CA v-�A- r%,unC alt \'ti's Ukxd1ler CXkk , n * Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ��nrv-\ e, ELECTRICAL PERMITovOOR Fling Fee 20.00 LESS Main Service 20QAORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i in full force and effect. License ClassQ_"4_1 Lie. No. 39 cl SO L OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO IOOOA 46.00 NEW CONST. DWEgIG OCCUR OR ADDNS. ( a ACC. BLD S. so 3.5¢FT; NEW HEOT.MU T SIO. ", CIRCUITS I CUI @7.50 POWER APPAT U a sINGLF oLrn.ET cIR. EX. Occup. OUTLET OR FIXTURES 20 Q .00 BAL @ I.50 FIXED APPLNS. OR Ex. Occup. ovnETs RESIo. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Cade, 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' comP�nsation insuranc�arrier and policy number are: Carrier _ �J�G�t Policy Number - _ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. 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. �M� ) X ' r S'�1_2 Date �7 1Q6 1Q Z Signature of pplicant I El Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEE $ VT�hispermit D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE is hereby issued under utte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (DefeJ_ Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to`theublic!!!!!1 P O NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above information is not available to the public!!!!!!! IL (2) 1 + su Nairej X ILFR DA TWIN T.ETrAL •. ; Fee # 068-160 ;,t 3U. � y - X34.000 1 - ��# St3tUS Cate �r AdM FRArJCIS GERALDINE H 4tlax OOJ] NOMALOWNERSHPJTRA 091001- Addc2 -425t(aLEN DR � �r �� I tR 4 Situs 425--COEN DR OROVILLE �_� AAILOROVILLECA:35966-923. 1i�=1:� l: _J� B-Ubt Addr4 e„ +M� I ,` y ,�� Land o 1 jmber P•eser r; - V Structure + If r y""_ 0 g Pres . = �•` i I Corm�e-As 81600€4C0 CO RT 09l08a88 Fi, Fixtures d Etal Growing D Creatiic Doti 1985Ei2906300 Date ; [ 4lotes , 4 r # Total L&I Oi Ronds 4 . €�. Cur Ent Dock 2002�i0642445 ;.� Date 08'16x 002 � ,� t � _Fix. FI ji a +fie *� ki ulti Sit r + Killing Dbc# _ ►t Date + r' 4,y R`� ': MH.PP t JR. Ffag1 tg� # Asx- D 425CLENDR S u Cin l � PP d flag2 6 ; X10 Exempt a �rn y AR t' Dwl $4 t 1�!smt # MH PP,Fer, Net Aor-- - 1 79,s N!C , + r 4�g i' R!C#�--- tf .: eal Faking T!R Dt- .i x t 4 1 r lit Peridn� R!C Stat '.. Pie . ;.. OVF= EBF_ lAX `HONf� T �! "SIT ? r PR PCL vr._ - ' x `_5 Find I.: 07j22j2®3 11=1557 AM I�s� ayx068-1.60-0-a tj.., � Cf` -1 � 010-(V-e� &cff e ci 10 ; cKpr n5 V -y vn 46W -Q- s aq, Room PCOJ4160 To4,Aho,45e- /7, ulilvy koz)m 15 003 lea 17 1, C/C rlo� V(� o - Ok.�N G ^r se a y x o� -_ 160 - o 'Y�5 Oeel ol'I r9c 6Ib / 12A 0- "N OCAMqq Bil.00m .;BUILDING DEPARTMENT APPROVED 068- PPROVE0063- I � X6. o P .k po ol'I r9c 6Ib / 12A 0- "N OCAMqq Bil.00m .;BUILDING DEPARTMENT APPROVED 068- PPROVE0063- I � X6.