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064-620-014
AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVI§ION 7 COUNTY CENTER DRIVE"�'� OROVILLE, CA 95965 2004-0074620 Recorded I REC FEE Official Records I CONFORM CountDf I BUT I CANDACE J. GRUBBS 1 Recorder I ROSEMARY DICKSON 1 Assistant I ®ark 02:41PN 07 -Dec -2004 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation; plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Sem AW-gc%ed Date 12 - � - C) i State of Califernia County of 5,,"'ro. e.- L.--> ft C PROPERTY OWNERS: before me, :5-6Se-94 Gik/r6zcEs b (e - personally appeared pAQ-k ^, LJ 0 (; M A-0 D C,ou f 4- v-- Y M-) o I_ -F -C�- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hie/they executed the same in his*er/their authorized capacity(ies), and that by his&er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature, Seal: JOSEPH CHARLES GAMBLE COMM. # 1350448 A.P. # �w �/ - (, 2.C7 - D I X Notary Public-Calffomia 9 N m SACRAMENTO COUNTY ZMyommission Expires April 9, 2006 10.00 1.00 J ' , 'ODER NO.: 218404L-001 - SN 1 i« SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT. CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE ALONG THE EAST LINE OF SAID SECTION, NORTH 000 01'47" WEST, 679.23 FEET; THENCE SOUTH 890 58' 13 WEST, 1323.31 FEET TO THE CENTERLINE OF NIMSHEW RIDGE ROAD AND THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID CENTERLINE, PARALLEL WITH THE EAST LINE OF SAID SECTION, NORTH 00° 01' 47" WEST, 209.36 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM THOS. H. JACOBS ET UX TO JOHN E. TRIONE, ET UX, DATED MAY 11, 1948 AND RECORDED MAY 17, 1948, IN BOOK 420, OF OFFICIAL RECORDS, PAGE 481, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE ALONG THE SOUTH LINE OF SAID TRIONE'S PARCEL NORTH 890 58' 13" EAST, 435.00 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 0'01' 47" EAST PARALLEL WITI I THE EAST LINE OF SAID SECTION 22 TO A POINT THAT BEARS NORTH 890 58' 13" EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 89° 58' 13" WEST A DISTANCE OF 435 FEET, MORE OR LESS TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING WITHIN NIMSHEW RIDGE ROAD. . AP NO. 064-620-014 PRELIM R RECORDING REQUESTED BY: X, f AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE 'OROVILLE CA 95965 IIII �'I I�'■I'I'�III"I 2��5—fb01.3775 "IIII II "�� Recorded I REC EEE 10.00 Official Records I CONFORM 1.00 ContT Of I BUTTE I CANDACE J. GRUBBS I Recorder 1 ROSEMARY DICKSON I Assistant I Myles 09:52AM 11 -Mar -2005 I Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon_ the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. MATTHEW AND COURTNEY M. WOLFE REAL PROPERTY OWNER/LESSOR 8840 BRUCEVILLE RD. APT. G-146 MAILING ADDRESS ELK GROVE SACRAMENTO CA 95758 CITY COUNTY STATE ZIP 5926 HAPPY HOLLOW RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAI LING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-3 91 530 538-7541 BUILD GPERMITNO. TELEPHONE NUMBER T RE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2005 7664B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER WAFL43IA/B/C18766-BA13 129' 4"X26' 8"/66' X 13'4" WAS0094833/4/5 SERIALNUMBER(S) LENGTH XWIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 064-620-014 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. 19(91V O!o `l — & as - v l y THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B_ & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE ALONG THE EAST LINE OF SAID SECTION, NORTH 00° 01'47" WEST, 679.23 FEET; THENCE SOUTH 89° 58' 13" WEST, 1323.31 FEET TO THE CENTERLINE OF NIMSHEW RIDGE ROAD AND THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENQE FROM SAID TRUE POINT OF BEGINNING ALONG SAID CENTERLINE, PARALLEL WITH THE EAST LINE OF SAID SECTION, NORTH 00° 01'47" WEST, 209.36 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM THOS. H. JACOBS ET UX TO JOHN E. TRIONE, ET UX, DATED MAY 11, 1948 AND RECORDED MAY 17, 1948, IN BOOK 420, OF OFFICIAL RECORDS, PAGE 481, RECORDS OF BUTTE COUNTY", CALIFORNIA; THENCE ALONG THE SOUTII LINE OF SAID TRIONE'S PARCEL NORTH 890 58' 13" EAST, 435.00 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 01 01' 47" EAST PARALLEL WITH THE EAST LINE OF SAID SECTION 22 TO A POINT THAT BEARS NORTH 890 58' 13" EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 89° 58' 13" WEST A DISTANCE OF 435 FEET, MORE OR LESS 1.0 THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING WITHIN NIMSH.EW RIDGE ROAD, AP NO. 064-620-014 / CORY of Document Recorded. L. 11 -Mar -2005 2005-0013775 RECORDING REQUESTED BY: Has not been compared with original BUTTE COUNTY RECORDER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, 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. MATTHEW AND COURTNEY M. WOLFE REAL PROPERTY OWNER/LESSOR 8840 BRUCEVILLE RD. APT. G-146 MAILING ADDRESS ELK GROVE SACRAMENTO CA 95758 f CITY COUNTY STATE ZIP 5926 HAPPY HOLLOW RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY, COUNTY STATE ZIP 04-3 91 530 538-7541 / BUILD G PERMIT•N0. ! TELEPHONE NUMBER '--�NXTIJRE OF LOCAL AGENCY OFFICIAL `• DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO FLEETWOOD HOMES 2005 7664B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMMBER WAFL43IA/B/C18766-BA13 129' 4"X26' 8"/66' X 13'4" WAS0094833/4/5 SERIALNUMBER(S) LENGTH X WIDTH .INSIGNIAILABELNUMBER(S) UAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 064-620-014 14rT'19nunn azzreT RPV Riot / oN o(oy --&i-of-(-)/Y THE LAND REFERRED TO ILEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL. PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. 8c M.,'.AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE ALONG THE EAST -LINE OF SAID SECTION, NORTH 00° 0V 47" WEST, 679.23 FEET; THENCE SOUTH 890 58'13" WEST, 1323.31 FEET TO THE CENTERLINE OF NIMSHEW RIDGE ROAD AND THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID CENTERLINE, PARALLEL WITH'rHE EAST 'LINE OF SAID SECTION, NORTH 000 01'47" WEST, 209.36 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM THOS. H. JACOBS ET UX TO JOHN E. TRIONE, ET UX, DATED MAY 11, 1948 AND RECORDED MAY 17, 1948, IN BOOK 420, OF OFFICIAL RECORDS, PAGE 481, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE ALONG THE SOUTI•I LINE OF SAID TRIUNE'S PARCEL NORTH 89° 58' 13" EAST) 435.00 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 0'01' ,,47" EAST PARALLEL WITH THE EAST LINE OF SAID SECTION 22 TO A POINT THAT BEARS NORTH 890 58' 13" EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 89° 58' 13" WEST A DISTANCE OF 435 FEET, MORE OR. LESS TO THE POINT Of BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING WITHIN NIMSHEW RIDGE ROAD. AP NO. 064-620-014 H.C.D. ATTACH. CHECK NAME: L/ AP#: DATE: I BUILDING PERMIT NUMBER: 04-3391 Address or location of unit: 5926 HOLLOW RD., MAGALIA, CA 95954 Legal Description of Real Property: AP#: 064-620-014 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: MATTHEW AND COURTNEY M. WOLFE Owner's address: 8840 BRUCEVILLE RD. APT G-146, ELK GROVE, CA 95758 INSIGNIA OR HUD NUMBER: WAS0094833/4/5 SERIAL NUMBER OR V.I.N.: WAFL431A/B/C18766-BA13 MANUFACTURER'S NAME: FLEETWOOD HOMES YE : 2005 OFFICIAL APPROVING INSTALLATION: DATE:-- j� PHONE: (530) 538-7541 H.C.D. 513C 11/30/04 10:35 FA%'530 894 7647 BTEC CUSTOMER SERVICE Q002 RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No.: 04305778 -MB Locate No.: CAFNM58-MB-0003-0000305778 Title No.: 04305778 When Recorded Mail Document and Tax Statement To:. Mr. and Mrs. Matthew Wolfe 8840 Bruceville Rd., Apt G-146 Elk Grove, CA 95758 APN: 064620-014 GRANT DEED �l11lI�!l�111lIl�I!!!!�!V!1 �04f�►-IQyR! l 5►E,56 Recorded I REC FEE W.00 Official Records I TAX 48,40 CouunnityEDf I MONUMEN i0.00 CANDACE TJ. GRUBBS 1 Recorder I ROSEMARY DIUMN I Assistant I Nyles 09:00AM 23—Mar-2004 I Page i of 2 SPACE ABOVE THIS LINE FOR RECORDER'S U5E The undersigned grantor(s) declare(s) Documentary transfer tax is $48.40 [X ] computed on full value of property conveyed, or ] computed on full value less value of liens or encumbrances remaining at time of sate, [ ] Unincorporated Area City of /unincorporated area, FOR A VALUABLE CONSIDERATION, receipt of which is hereby aclmowledged, Rudolph H. Knuth and Anneliese E. Koban, husband and wife as joint tenants hereby GRANT(S) to Matthew Wolfe and Courtney M. Wolfe, husband and wife as joint tenants the following described real property in the City of /unincorporated area, County of Butte, State of California: SEE LEGAL DESCRIMON EXHIBTr •"A" ATTACHED HERETO AND MADE A PART HEREOF DATED: March 12, 2004 J.�AAA - STATE OF CALL RNIA 4 Rudolph H. Knuth COUNTY OF ON before me, � „�e p personally appeared Anneliese E. Koban 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;iw/sbe/they executed the same in hisj4w/their authorized capacity(ies), and that by hisf 4eFA;heir signature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. . Witnessmyhanda official seal. Signatu KATHRYN SHORT COMM. #1294325 NOTARY PUBLIC . CAL.IFORNIA RIVERSIDE COUNTY F40fily Comm. Exp1me Feb. 17. 2M MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7196) GRANT DEED (grant)(8-02) ik 9 1 :,FILE No . 524.01 i 15 '05 PM 02:38 1 D :EXECUTIVE HOMES FAX : 530 891 8753 PAGE 1 STATD OF CALIFORNIA B BUSINESS. TRANSPORTATION AND HMO" AGQNCY E EPARTMIINT OF HOUSING AND COMMUNITY OMLOPMENT 8728350 DIVISION OF CODBB AND. BTAMWOB MANUFACTUREO HOUSING PROGRAM / 041 ' o b y -� �, -01 y ;TURER CERTIFICATE"OF ORIGIN ..:.�'. WO (/- f__ 1 1 runwu .e fi1Q101BUTIONt ORIGINAL (PINK) PORWARD TO THB INVENTORY CREDITOR. UNLE86 THERE IB NONE. THEN FORWARD TO THE PURCHASER IDEALER OR TRANSFEREE). COPY t W00911 FORWARD TO THE DEPARTMENT AT P.O. BOX 1820, BACRAM110TO. CA 9ss12.102a, WITHIN FIV! IS) DAYS OF RQLeAes. COPY 2 (YELLbM OELIVER TO TN! T.RANBPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 2 (OOLOEN111100) TO BE RETAINED BY THE MANUFACTUR[R, HCO 15.0 - BIWe 1 - (7181) NUMBER OF ' Y 3 SFP.19INGLE FAMILY DWELLING) D MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIQNG - COMMERCI L COACH: OCCUPANCY GROUP A FLEETWOOD HOMES OF WASHINGTON, INC. 10031 U UMBER: e1F1002465 'MUFACTURER ADO 211 3TH STRENT WOODLAND ,WA 98674 BUO RETAIL PRICE I& Ci 61ete (ZIP) TU DE NAME: MOD L E ANWO B R: 0 NUFA BARRINGTON 76648 2005 01/07/2005 NAfiWW g7 HIP F ( RSTRAM V O INC OTOS: CALIF. DEAL UMBER RANBF : DBAI EXECUTIVE HOMES TRANSFEREE! DE810NATION: 92081 01/07/2005 *MEN 04 TRANSFEREE ADORNS: .3042 >SSPLANADE CHICO CA. 95973 Sae° CI 8tne ZIP) 1 EDI ' .21ST'. DSORTGAGE CORPORATION IN E MANCE 620 MARKET STREET BUITE 100 Stleet KNOXVILLE TN 37902 CI state(ZIP) SECTION to MANUFACTURER SERIAL NUMBER NCD INSIGNIAOR FWD LIBEL NUMBER LENGTH WIDTH - IMiIOHT INCHES110041,198)PO NDB 1 WAFL431A18766-HA13WAS0094833 (cy 776 0160 31,900 2 WAFL431B16766-BA13 WAS0094834 IW 792 160 27,150 3 WAFL431CIS766-DA13 .WAB0094835 Wt 77.6 : 160 26,000 TRANSPORTER NAME: WNSTSTAR SYSTEMS, IN TRANSPORTER ADDRE88: Ewa y (CRY).:; stale . 0E8TINATN FOR UNIT DESCRIBED ABOVE: Muni) CM stat. 1 comity undM Pity of PMIury uneM u% Wq of the statg of catiI "s mla Ing ge0ae log" we IA» W4 googol. 01/07/2005 WOODLAND COWLITZffamfied WA on ( gta) -1 ! t guntyl t g SIGNATURE OF AUTHORIZED AGENT: 11 i,� fi1Q101BUTIONt ORIGINAL (PINK) PORWARD TO THB INVENTORY CREDITOR. UNLE86 THERE IB NONE. THEN FORWARD TO THE PURCHASER IDEALER OR TRANSFEREE). COPY t W00911 FORWARD TO THE DEPARTMENT AT P.O. BOX 1820, BACRAM110TO. CA 9ss12.102a, WITHIN FIV! IS) DAYS OF RQLeAes. COPY 2 (YELLbM OELIVER TO TN! T.RANBPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 2 (OOLOEN111100) TO BE RETAINED BY THE MANUFACTUR[R, HCO 15.0 - BIWe 1 - (7181) ' ` y NOTES RESIDENTIAL PERMIT NO. _..0647620-014_ _.__04-3391._ WOLFE, MATT 12�G�� / Z i I S9Zb HAPPY HOLLOW, CHICO / _ ICont: EXECUTIVE HOMES MH PERM FND • a` ,t I� T 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 O VERIFY SE L &LABEL'S. d�//t�,s� SPECIAL CONDITIONS CHECKED Y. BY . {; SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. tlV OFFICE ,COPY Addregs� �J U - y , ' S GAS2 Meter By Date) ELECTRIC Meter By Date T OFFICE COPY Address GAS y Meter By Date ELECTRIC ? � t Meter By—j? "JOB FINALED (Date) q Signature J=OK 0 = Not OK N tFeadyaele MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap; -/ P' L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. 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 -1 Date Card B-1 Date Ca B-1 Date Card B-1 Date PE ENT END SYSTEM (ONLY) Hing Requirements -Setbacks -Easements V Footings; Size -Spacing -Marriage Line 3. Blocking MH Test -Demand -Valve Electricit ; MH Test 6. Water MH Test 7. 8. VALVr and Se onnected 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 lar % O I6 2•Z,' •0S H LAP 4- vJ AS d1'4 8 3 3 a-� #- 5' ¢- w rL-43I A I OL,6- V-13 a i, C_ I, 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 I 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. i Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test I 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 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 Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. 23. Fire Sprinkler; Test 71. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 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 85. 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect; Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec: Trim: G.F.I. Receptacle -Underground J�J" Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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 L 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 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84.'tStucco Brown -Finish _ - 85. A.C.'Unit Disconnect; Electrical-Plumbing4- 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 J�J" 89. Ventilation Throughout House, 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, -Gas -Electric' 93. Water & Sewer, Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate --Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP043391 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: 12/20/2004 APN: 064-620-014-000 the Business and Professions Code, and my license is in full force and effect. - 1 � License Class: � `f / Lice se Number: ( 0 � Site Address: 5926 HAPPY HOLLOW RD MAG Date: Contractor. r7E' I.��rn�� Map Index: Description: NEW MH ON PERM FND(2640) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WOLFE, MATTHEW &COURTNEY M. permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 8840 BRUCEVILLE RD. 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 APT G-146 she is exempt therefrom and the basis for the alleged exemption. Any ELK GROVE, CA 95758 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 properly, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: EXECUTIVE HOMES pp owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 3042 ESPLANADE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of (530)891-6992 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed- Contractor: EXECUTIVE HOMES pursuant to the Contractors' State License Law.). ❑ '1 am Exempt under Article 3 of the Business and Professions Code 3042 ESPLANADE CHICO, CA 95973 Date: Owner: (530)891=6992 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 640583 ❑ 1 have and will maintain a certificate of consent to self4nsure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit issued. Architect: kis I . have and will maintain workers' compensation insurance, as Engineer: 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: ( 1 t . "�17C 42 Total Square Ft: 2640 S.F. Valuation: $171,600.00 Policy #: �/I/ [1z_�LG 3 o Z ❑ I certify that in the performance of the work for which this permit is Census Code: issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the compensation provisions of Section 3700 of the Labor Codee,, I shall forthwith comply with those provisions. Date: 02 o D Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the This permilfis hereby issued under the applicable provisions of the Butte County Cody anrV r Resolutio do fork indi a ab a for hich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) B Date: Name: nn Address: PERMIT EXPIRES ON: Date ❑ thereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of County to enter upon the above mentioned property for inspection prl oses� Butte �L��L Print Name: -Si, oal • /oZ — d WA -1-4— Date: ❑ Owner 1� Contractor ❑ Agent for Owner - ❑ Agent for Contractor � LIL r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 . }} % PERMIT APPLICATION -DATA SHEET OWNER: C/l / y--�. ASSESSOR PARCEL NUMBER 4- vc-� j� V ^ � J - Proposed Building Use: Counter Technician Date: Items required in order to a p y f • r a permit. �I boxes MUST be checked OR marked NA i o'r a to apply. IT Cp- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �j 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. j 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20' Erosion Control Plan Required........................................................................ 4711 21. Fees as shown on the attached Schedule of Fees Due Sheet .................. .......... ❑' 22. City of Chico Plumbing permit.............................��..................... .. . 23. California Department of Forestry plan approval tlpaid. Sent by. 24. Planning approval (A) Use: b1L (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form ......................................... _.. r 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. Y "5 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits ................................ *,'...................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone/., qG2_ and hold for pickup. 1 have been informed ofAhe above items and requirements for obtaining a building permit. Applicamt e4 c=;-� Date: 1. Index permit applicationlfor the above iteSms numbered: Plan•Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by �d phone, ❑ mail, ❑ counter, by Date: Z 6 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: A Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE ` DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 OWNER PROPRO SCHEDULE OF RECEIPT OF FEES 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ A.P. # DATE / < J(J V RECEIPT # DATE REC. --- Revised Plan Checking Fee.... $ J�SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 1 �� 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units r Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 1 5. RECREATION DISTRICT FEES ' (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89:60(paid at Building Division) A R TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(x). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FtE CERTIFICATION FORM (One form per Building) Building Department No. 6 Ll- v70-01tf Jurisdiction:' cityZfn Scoul ty InA-7� Wd Property Location/Address . . --? P //A �7' Subdivision Lot No. ................................................................................................... 1/0 Residential DevDevelopmentSq. Footage �6 No of Living Mobile Horne Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ............................................................................................... . .... Deed Restricted Sq. Footage (Attach a- signed copy of Deed Restriction- and Notice of Limited Use Facility document) New Addition ant Representative (City) School District certifies that , has complied with the requirements of Resolution No. 1442 IM12) — square feet. District Representative I Paid by Check Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) L/ Date (Applicant) (Phone Number) (Zip Code) by payment of $ JAB 2926 $ PFULL MMGATION Date Notice: You may protest the Imposition of the fen Identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written protest will'prohlbit you from challenging the Imposition of the fees In any court acftm If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Cartiftetion Form6 the School District Is rnottiled by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CIEQA) this project may be subject to additional school fees to fully mIdgete.fts Impact on the school dlefticrs schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (t0/03)dmrn, N 1111'1"I'fe, COUNTY I)E1'Alt'1')\1EN'1' Oh 1)h;VE(,Ol'�iEN'1' SER�rIC1�.S 111JII,I)ING 1'l:ltllUT APPLICATION ANll SUBN1lf'1"I'A1, REQUIltENITENTS 24 I101Jlt INSPEC'T'ION#: 0It0V1L1_E: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE Il: (530) 538-7541 A I%1iL IVILL BE REQUIRED AT77111E 017 APPLICA"PION CONTRACTOR OWNER ame k City ,Zp ddress C9 .Z ks l�,,tciz City w Slate tV ! ZipgW 73 Phone 9?/- /'Q Z b Fax E-mail CONTRACTOR Name Address J liG. Q, City ,Zp Stale Zip. 45-2173 Phone 875-3 Fax E-mail , Llc. # Clas APPLICANT NAME ARCHITECT/ENGINEER Name City Cil rlCv Address Occ. City Fax U Sla B- Zip Phone Planner Fax E-mail Slate Llcense Number APPLICANT NAME Name LU J 2 s1?S �yA Address�yZ kS 1tir�.� City Cil rlCv Stale Occ. Phone /G�2 C7 ! Fax U E-mail APPLICANT SIGNATURE X For office use onl Zoning lood ZMApproved: Occ. Subdivision Name Planner UvtK 1-0tt SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmis.doc Pale 1 of 2 PERNUT NO. BP BIN # %20'— LOCATION APII /' 1G' 1 o y P opetivAddress %A Ai-./ I . Cross Slreel WOI?KER'S COMPENSATION Policy Number — FN3 302 Carrier EX �7IdoS If Ilhhtg anyon other t an Ilcense contractors, a cert IJcaf of w ker's compensation must be shown at the thne of permit Issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage O ❑ Slruclure wilt without ennils ❑ Proposed Change of Occupancy (Note previous use): ------------ EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year aflcr the dale of application. In order to renew action on an application after expiration, a new application, plans and fee will be ruired. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. 71re request must be made prior to the expiration of the permit and no cons(mclion work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bow"l- Amount: Sgcl q0 Bldg /-qy SRA Receipt lt: DF V lg UD Sheriff Z(e SMTP Dale: II () Y Other REV 4-30-04 CDF FIRE SAFE REQUIREME TS AP # D/ 0-4&-0/yPERMIT # 04- .3.3 %% NAME: OL�� Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations that exceed these standards. Field inspections for compliance will be made by the Butte County Building Department. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Drivewav Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other.appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 2. the length of vertical curves in roadways - exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2.i, The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on 1 ! the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. 1 CDF FIRE SAFE REQUIREMENTS AP # PERMIT # 04- NAME: Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ J 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction,. of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insufficient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list_: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials [l 11/2904 Steven J. Fowl Date Signature 2 A0101- t1M-� ��� 5 �L/C WORD Department ..c o u n t y J. Michael Crump, Director f Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan.,(SWPPP).Acknowledgement [LESS THAN I ACRE1 Project Description: - ✓ham- � � Project Location and/or Parcel Number: D6 -7 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from .the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 n 4 NOTICE TO ASSESSOR HCD 433(B) THIS FORM MUST BE COMPLEDTED BY THE OWNER OF A MANUFACTURED HOME MOBILEHOME OR COMMERCIAL COACH AND FORWARDED TO THE COUNTY ASSESSOR UPON COMPLETION OF THE INSTALLATION OF THE UNIT ON A FOUNDATION SYSTEM PURSUANT TO SECTION 18551, HEALTH AND SAFETY CODE ORIGINAL PURCHASE PRICE FOR: The Basic Unit a_%3a2, 6.9 Optional Equipment & Upgrades $ Subtotal Acoesswiess&yAcoeessoryStnxtures $ Delivery & Installation $% L/—J[ —d Q TOTAL SALES PRICE $. a -:2 -7 DOES THE BASIC PRICE INCLUDE: The Towbar(s) ❑ YES NO Tires & Wheels ❑ YES [3 NO - Wheelhubs&Axles ❑ YES E)AU LIST NUMBER OF ROOMS: Bedrooms _L_ Dining Room Baths 12- Family Room Kitchen Utility Room Living Room Other Roomsfier Type of Exterior Wall Covering:c'QZ _ S- iii. (Metal, Wood, etc Type of Roof Covering: ' `B (M I, Wood, Composition, etc.) Heating Type: Forced Air Floor or Wall Air Conditioning: ElL7 YES �❑ ryG Tons Evaporative Cooler: ❑ YES Pt�0 Built-in Cooktop: ❑ YES L`j NO Built -In Oven: ❑ YES LJ NO Built-in Dishwasher: ❑-fES El No Built-in Wel Bar: t1 S- ENO Refrigerator: I❑ U Y ❑ NO Roof OoertoV(Eaves): F3 YES ❑ NO Inches Furniture Included: ❑ YES ❑116 Value $ Carport: ❑ YES [] NO (LENGTH X WIDTH) Awning: ❑ YES DNO X X Porch: ❑ YES 9-ff0 x Garage: ❑ YES ONO x Storage Shed: ❑YES �O X Skirting: YES ❑ NO -_L/ -;t, L E4mer The sales price as shown'does not include any amount for any in-place location. a The Assessor's Parcel Number of the installation site is 0/0 y ignature) 3oy2 . ��lR�D (Address) sem, f7-3 `S"3z7 (PP/ 4f 9 a (Telephone) e AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 07 -Dec -2004 2004-0074620 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property, should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. ' All that real property situate in the County of Butte, State of California, described as follows: See. A71Ac�te� Date 12 - `- �� PROPERTY OWNERS: • L 1 State of California' ) County of Scor`^ L--5 ) On b F�-E-' ` a C Z- ?'`� �f before me, personally appeared COU r 4-v-•`I-FTIo Lf -e--personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hese/they executed the same in hirer/their authorized capacity(ies), and that by hi&Zer/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature C-�, Seal: JOSEPH CHARLES GAMBLE COMM. # 1350448 A.P. # 2.0 - / X Notary Public-Calffornia 9 m SACRAMENTOCOUNTY N My Commission Explrea April 9, 2008 AM ODER NO.: 218404L-001 - SN SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ,ALL THAT, CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE ALONG THE EAST LINE OF SAID SECTION, NORTH 00° 01'47" WEST, 679.23 FEET; THENCE SOUTH 890 58' 13" WEST, 1323.31 FEET TO THE CENTERLINE OF NIMSHEW RIDGE ROAD AND THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID CENTERLINE, PARALLEL WITH THE EAST LINE -OF SAID SECTION; NORTH 00° 01' 47" WEST, 209.36 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM THOS. H. JACOBS ET UX TO JOHN E. TRONE, ET UX, DATED MAY 11, 1948 AND RECORDED MAY .17, 1948, IN BOOK 420, OF OFFICIAL RECORDS, PAGE 481, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE ALONG THE SOUTH LINE OF SAID TRIONE'S PARCEL NORTH 890 58' 13" EAST, 435.00 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 0'01' 47" EAST PARALLEL WITI I THE EAST LINE OF SAID SECTION 22 TOA POINT THAT BEARS NORTH 890 58' 13" EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 890 58' 13" WEST A DISTANCE OF 435 FEET, MORE OR LESS TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING WITHIN NIMSHEW RIDGE ROAD. . AP NO. 064-620-014 PRELIM BUTTE COUNTY NOV 15.2004 BUTTE COUNTY DEVELOPMENT SERVICES Environmental Health AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST N 0 V 1 0 2004 Butte County requires a 300 foot buffer between neighboring agric`G1iiJYfd9,o9#018Mli7hd a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 638-7601 Name: X� (t �-ly� �-tU Me,5 Phone: bq I " baa2 Mailing Address: CA tcc) C -A 3592 3 E -Mail address Assessor's Parcel Number. Reason you believe you qualify for the unusual circumstances exccep CWTC o -P f o� Owner or Authorized Agent's signature N oyarA be,r 10, 200'1 Date An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement "(well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ................................................................................................................................................... . Internal Dept. Contact Info: VE�nv. Health ❑ Pl%ping ❑ Building / ❑ Other 'cNttaac't�yPnerson: AJ.2�_ d_L c1.bAAo Phone: ?9/_3 'pZ 2.2 i ............ '�' 1 .............. .... ......! ..... Cts✓............ . . ... .. 1�� For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PtRMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 =Barr'ingtan Series Model 7ss4B LO w 4 Bedrooms - 2 Baths • 2,563 Square Feet T sir-. =�•'�- —�.-%.._,--.-..;;c_'_'__: - i' '-_..lam -'- ,,,: .,ps -•.:..� �'- :-�.,.-_. ,. DINING RETREAT AREA fol -e -.:z -IL rns• x lz-roc Alsx I• :: • I--- MASTER3EDROGA4 MAH0 BEDROOM #4 ra-,-xrd-s- i� - IY I� to i>L to I BEDROOM #3 :9'-2 " ro,Y ental Health Mill NOV 1 a 2004 Chico, Califomia 3ATFIr` 8i i nura-IN 1 �: 14 16:nOSET PUNfSFM iii IJJPU/ BEr7RODM. 2, H L 1--•-�_�__� : 1 \. ATN r0'�<���c � ` i E _ i l 1 L W01ON 71R -IN $; _ _ ; O"E- I'lleetovood Homes rues the right to longe calors, prices, specifica m, models, dimensions and materials without notice. Rende" and diagrams uPda&1g and fnPm—enL may nary from the actual home. A7 dimensions are nornitai and a ram a"e meant "a and, in keeping with FieeM ood s pori of ansrant floor L-nP ony. The length of the hitch is not included. (Add four feet to aAe al faotagee is measured from oderior wait to ezlerlorwalL and is an approzrnate figure. Length indicated in floorplans is transportable length,) Ask your retailer for —_-- spedfics. Pf3CES AND SPECfFlCATtONS SU8IECT TO t'�iANi;E WITHOUT NOTICE OR CgL[GATION. B+V31/MNZ7(j I I�w � 1 ENTFRGIwtrtrvr 1 J�Nrele 1 V1NG ROOM r9-01x2r-2P sPF-rNev RlteRdJ.F FAMILY ROOM i7-o-rzr.6- uI\ j 1t11 I,i �♦ BEDROOM #4 ra-,-xrd-s- i� - IY I� to i>L to I BEDROOM #3 :9'-2 " ro,Y ental Health Mill NOV 1 a 2004 Chico, Califomia 3ATFIr` 8i i nura-IN 1 �: 14 16:nOSET PUNfSFM iii IJJPU/ BEr7RODM. 2, H L 1--•-�_�__� : 1 \. ATN r0'�<���c � ` i E _ i l 1 L W01ON 71R -IN $; _ _ ; O"E- I'lleetovood Homes rues the right to longe calors, prices, specifica m, models, dimensions and materials without notice. Rende" and diagrams uPda&1g and fnPm—enL may nary from the actual home. A7 dimensions are nornitai and a ram a"e meant "a and, in keeping with FieeM ood s pori of ansrant floor L-nP ony. The length of the hitch is not included. (Add four feet to aAe al faotagee is measured from oderior wait to ezlerlorwalL and is an approzrnate figure. Length indicated in floorplans is transportable length,) Ask your retailer for —_-- spedfics. Pf3CES AND SPECfFlCATtONS SU8IECT TO t'�iANi;E WITHOUT NOTICE OR CgL[GATION. B+V31/MNZ7(j •iur••uc-cuu4 ul:u(pm Krum-FLW WUUU'HS4 UNUUP NUVW J IZ4 1-bi8 1'.UUI/UUI 1--888 APPROV SEAL SHEET OF -I_� i _' Q�pf�SSIpN i �l FLEETWOOD ENTERPRISES, INC. BY DATE-?- pAR/53125 Myers St., Riverside, CA 92503-5527 DESIGN LOADS (909 351-3500 LIVE PSF DEAD pSF NO. C 0123 rn y SECTION�,hi�f 1/i�i-�j-%7r I WINO PSF Orr. /Z,3y TITLE M L, �✓ �/ STRESS INCREASE OF s�9r FOR -- - - ;7-o�/ SUPPORT POST V. Y 1 4 X 10 BEAM (OPF M2) yy;4► 11,700 LBS. IAA). Lom 4 X 12 OEAM (SPF Irt) 16.600 LAS, MAX. LOAD D WEDGES (i. P BLOCK i SEE T/U1LES FOR TO BE USED WrM: CAPACITIES _ u .. 3LTLDING DPARk. VE . REV. DATE BY COMMENTS REFERENCED ENGINEERING PAGE NUMBERS CALC. NO. gvtlw Rev. 100.4me mgii - RETREAT 1355 sq. FI. BEDROOM 217.5 4 FI. �.— 16'-0' NO. SIZE D :O DINING ROOM OWED 5025 Sq. n. WN WE Lim as umm Q 10'-0 1/2: -- In /2._ Nl sm MORN. AREA KITCHEN { 807 S4. tt g' S � c 5 G 1 iL 5 1' T 5 HALL �- d E_ 7 7 0 - r FAMILY ROOM 7• I1 I/2' 1216 4(5EE NOTE 12) I. Itis Ibor dm may he Mil n m acral miry �� � C0�� � U© I /, iroye amain 112 Irry1A aat 2. Adud sAemal hbalmF trglh 1� b[m arre�ed pn o11se1 dm4' mnfgaralcn 3 Eras �ibo.s shorn .ah ,as Ihm s.0 So. FL vml BEDROOM 5 c" -m w�ao`i,�l D�2 :ate J /�& 1o1L1 4 n. JTa#x w �-/V( 5 �Zw E. 328.2 Sp. n. 7 — 71 7 BEDROOM I/1.7 5q, FL 17 3'1) IMN ROOM I3 " 12 KA+�11 jR ' 4 „ 1 44 44 3 44 44 BEDRIDO" yp� FOYER 3 TH ISD2 6a n. ,+ 44 PORCH'S B' DORMER --- II ,4 Ir 0 3 9'-8----� I N0. SIZE MENT d � CR SpECS. LEGEND: 1m MAR o6iRB W PANEL FfICE77WOori . so-- $Artrpl A�S�YGRILL/R(G IWO Tro)a UGHT MM tv® Dut osw /mx DROP2, 40 : ss® DMJS7 Q CEI. FAN 31 9r . 586.4 ® SIIdQ: AlAtal RAG WIR71 AR 17 U 9 9"m POST 6.2 S1�OQ MARY (ma) ® HOSE BD3B $GALE: 3/16' _ — 1, L nu. IurLIj 4200' 1 8 L S -7 33 7 �y 3700 2 a c+' -n' 33 a 6 8100 A 10'-4' 7 B . 1 t'-0' Q+� 8700 4 6 1t'-8 3/8' 7 u 7500 9 10'-2' 6 A, �Z1 yu 8500 6 A I. B -5 7/8 7 s / $Y S 8800 7 9 1V -Io' 7 10 9 T6 ` 5200 8 a 6'-10 3/4 33 y. B r F 5500 9 B 7'-3 1 4- 33 5000 IOC 6'-7 14' 33 I4) LI 'r 11400 11 B 15-5 I/8' 9 E� I c 14'-9 1 8' 2 i 8800 12 B 11' -ID I/2' 7 U" c p'3 / 3 7300 13 B � ;.. 5b 7 112M 14815'-2 1/4' 9 6800 156 9'-1 1/4' 33 ' j. c ,,--12- BEARNG STANaW LE: WOODLAND - 31 FLOOR PLAN OPT 401 SHT 1 O13'-+'■64•-8'®15-4•'66'-o'p13'-+'ibl'-8' OF 1 MW 61: SHAUN REV D%- 9/8/04 BARRINGTON 76648 rWdrrE Cog ANG - - --------------------- .Vector DY rami cs Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2./2003 INDEX SECTIONPAGE NUMBER INTRODUCTION 2 GENERAL INSTALLATION 3 PARTS LIST 44 5 LONGITUDINAL DEVICES 6 PIER HEIGHTS 7 - SET-UP INSTRUCTIONS : 8. ,FOOTER SIZES WIND ZONE I - SINGLE 9 -DOUBLE 10 - TRIPLE 11 - HIGH PIER 12 WIND ZONE It - SINGLE 13 -DOUBLE 14 - TRIPLE 15 V -DRIVE & PIER SYSTEMS 16 SOIL CLASSIFICATION 17 CONCRETE INSTALLATION 18 & 19 OUTM COMPONENTPA WS OVE Via. RELEASE DATE 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 Approval UARUFACTII M HOMMOMM Mug FOUNDATION gYSTXU IIBALTH AND BA �t� SWTIC" l&M WBtMT TO CORR=nom No AMOVAL DO= NOT'AUTRMM OH AMWO K 01MON8 OA DEVIA71CJN FRM RBQUlitBlMWM AMUCAMA 8TAU LAWS AND RSOi1L non tom? E3 No. E M. 2 03 °� cnt �f Co 9/2/03�� R> r— co icy co 0 N O M O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS t uction These instructions describe the,proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. t'en ra The Vector Dynamics Foundation System provides the'support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local load requirements prior to installation of the home. wind The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes, Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4 in 12 .slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone 11 Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector'Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on, homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2�" ,F 06ee too OE -A! California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS It is necessary that the home site be properly ggraded ITE and PREPARATION tlltOoNreve flowing beneath the home. P nt water and moisture from standing or NGS AND The Vector Dynamics Foundation System was designed to beplaced dOST irectly S concrete) after clearing all loose vegetation. In areas with frost heave, use Vector forPou edrC nc ette (see red pages 20 & 21) to comply with local requirements -for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or t feet of bearing support. Vector Systems shoPuld be spaced as symmetrically as possible alon g the hree square Fhome. For pier locations in between the Vector Systems, use the normal foundation ads. length of the LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vectors(stem f) center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dike di and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add s ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. 16 . Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths ar same, the pre-cut boards will also be the same length in each Vector set-up. a the STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum. of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 o6EE 199 069: r California 9/2/03 GE/E 7t tri ..�...-.� ...-. 1®ector Dynamics Foundation systems Lateral Component Parts List LE iv u Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts y } Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System "Must be used with: # 59018 - Vector for.single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. 06E^c 199 nEPage 4 California \`��" 9/2/03 S : . 'Vector Dynamics Foundation Systems Longitudinal Component Parts List , q t.. m xr Longitudinal Stabilization Hardware Kit # 10733 - (for use with'59018 Vector System, single stack block sets only - Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq, Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket N 59281 - For use with Schd 4n PV(-' Center Compression Strut # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) nr Page 5 California 9/2/03 ^r inn nc.- � ,.. ..... _.. longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. 'The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-,13. LSD' `` Combine Vector Dynamics & LSD I. Longitudinal Foundation Pad � 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Note: Two struts m 1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of possible Placement: (Contact TIE DOWN for placment in other Wind Zonea) Wind Zone Wind Zone 1 1 Single Section DnuFily Ciartinn ' I 1 I I I ,I ! 1 I I I I ! I I I I I I ,15 Ft. Max. s I I I I I I I 1 1 I I I t I I I I I I I I I I I I F I I I I I I I .I I I 32 Ft. Max. For greater widths use triple section design. Page 6 Wind Zone I Triple Section Wind Zone, 1 Tag Section 45 Ft. Max. California 9/2/03 4 as a Wind Zone, 1 Tag Section 45 Ft. Max. California 9/2/03 4 50 !r • max. 4 Maximum P'er t�p�nh Vector Dynamics Foundation Systems may be used on'single section homes in Wind Zone IIwhich require pier heights (from surface of -Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s): Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24. inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used At each Vector System location with pier heights above 46 with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for 'double section home high pier set instructions. 0 501r max. Unequal PierHeiahts daximum Homes with unequal pier heights are.limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". _ Page 7 California 9/2/03 a • s Set -Up Instructions for Vector -System #59018 Long U -Bolts I. Set Vector Pads 4. Inside brackets & straps Clear all vegetation where pads will rest. Place Attach the inside tie brackets to the U -bolts over a long U -bolt in pad as shown. Press or ham- the compresion member. Attach a strap w/hook mer pad into the ground. or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out - 2. Set Block or piers on pads. side tension bracket. Cut strap 12 - 15 inches Center foundation blocks or piers on pads. past bracket. Attach strap & slotted bolt in Place pre-cut center compression member bracket. Tighten strap until tight with 4-5 wraps between blocks, resting on pads, centers around bolt. Repeat with opposite strap. between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 California 9/2/03 W M CD _ a—- � M '�;@�-..- I h,.�.�,.�M//��re 'r r r ir4 �� m Note: L.S.D.= Longitudinal Stabilization Device See Page 6. a� 0 sy' N 0 w c. ZH. n. Nau Soil Classifications: Soil Bearing Capacity: Anchors Required: Home Length I Vector - 0 to 72' ector 0to72' 3 73' to 90' 4 s NOTE: Vector Systems should be spaced as symmetrically as possible along the length Of the home. Pier spacing must be 2, 3, 4A; & 4B consistent with home manufacturers' 1,000 PSF minimum instructions and/or state requirements. 30" with 2,4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties 9sAnchors Required Per Side or 24" Pier 1 24+" Piers I L.S.D. 2. 3 2 3 .4 2 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) • • ®l� t � �✓„r Y Vii.. .� !% C <.E ~ L.. 1 ,�. yl . � •'� y;,IVA. W M CD _ a—- � M '�;@�-..- I h,.�.�,.�M//��re 'r r r ir4 �� m Note: L.S.D.= Longitudinal Stabilization Device See Page 6. a� 0 sy' N 0 w c. ZH. n. Nau Soil Classifications: Soil Bearing Capacity: Anchors Required: Home Length I Vector - 0 to 72' ector 0to72' 3 73' to 90' 4 s NOTE: Vector Systems should be spaced as symmetrically as possible along the length Of the home. Pier spacing must be 2, 3, 4A; & 4B consistent with home manufacturers' 1,000 PSF minimum instructions and/or state requirements. 30" with 2,4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties 9sAnchors Required Per Side or 24" Pier 1 24+" Piers I L.S.D. 2. 3 2 3 .4 2 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) r M 0 it i R1 CD CD C-) w 0 M NOTE: Vector Systems should bi symmetrically as possible along home. Pier spacing must be cm manufacturers' instructions and No anchors required. For pier heights up to 46" for WIND ZONE I 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Bearing Capacity: Anchors Reouired'- 1,000 PSF minimum None ("Marriage wall anchors may be reuired bhome manufacturer) Home Length Vector Systems Required It y Anchors Required L.S.D. Per Side 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4- 0 4 . y 5 0 4 b y�liEa � �il� A•' r— F NOTE: Vector Systems should bi symmetrically as possible along home. Pier spacing must be cm manufacturers' instructions and No anchors required. For pier heights up to 46" for WIND ZONE I 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Bearing Capacity: Anchors Reouired'- 1,000 PSF minimum None ("Marriage wall anchors may be reuired bhome manufacturer) Home Length Vector Systems Required It y Anchors Required L.S.D. Per Side 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4- 0 4 85' to 90' 5 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. r WIND ZONE I, SEISMIC ZONE 4 ser,t;0n�ooystems. -� Vector Dynamics Systems Required for _ - - 76 tt ma�tn9 for \16c tot Section Homes - - - - - ' - ' of a e�al sp ♦ \ ♦ �� ,- e (Materials Required) — ....... .. . is `- NOTE: co When a pier height at Vector locations exceeds 46", an j anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. n 0 Tag or__-,.* full triple C5 1' f W 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': None ('Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72'to84' 4+2 on Tag 0 2 2 85' to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) If btAWIC ZONE Pier -Se Nector r . . Section Homes (HighDouble - Diagonal • " dovjble • CD. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. w Soil Classifications: 2, 3, 4A, &4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required-: 30" with 2-4" helix anchor (59096), 12" stabilizer plates (59292) 1-1/4 frame fie with connector Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 (Hurricane) \ Vector Dynamics Systems Required for Sing!® Section Homes (High Pier Sets with Diagonal Ties) I ` Sectioor s1s an al 9uideling5- - aging tos allation m 1e of a n ral sP h me ' - - - EXampsho`Ns must be to ° 111usr atnd sPaoin9 1 1 on Pads - _ - -�--' ♦ ♦ ♦ � ' ` ♦ 1 . unaati- - I I I \ - ty ..• I CD Iv co 24" o , 03 WIND ZONE it (not to scale) 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 Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61u to 72' 6 7 2 73'to.84' 7 8 2 85' to 90' 8 9 2- NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut Is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: �2 sq. ft. pad 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE III SEISMIC ZONE 4 -� - - - Vector Dynamics Systems Required for e ` - Double Section Homes _ _ - - b1e"Sectio tof ome ua� 9:.delines ca to co j {a72itd U in9�f llationman --�-"" to EXa oP short s mist be to h°me X111 ds and Spao� 9 , Foun - , i , , compression (see parts list) I}_ n WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for Triple Seition Homes"tpn horns ems (Materials Required) - "' ' (n,0W Seo Vecto` sY -0 a� CD cn n 0 V ' �9�>� .. r .•a . l�i �wDl�'l�/� .. .. :�'`�� _ t7 v..•1��'tl����= .. _ .-:<^.lita�i. NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Soil Classifications: Soil Bearing Capacity: Anchors Required': - 2, 3, 4A, & 48 full triple 1,000 PSF minimum 3/4" x 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 LSD Main TAG 0to48' 3+2onTag 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72' to 84' 4 + 3 on Tag .7 3 1 2 85' to 90' 5+ 3 on Tag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 04 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal, piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 04 per, or 1 adjustable steel commpression member, part #043 Vector system)pression section, when using METAL PIER STANDS, measure center to center frame dista ce and add 16". OptionaloMoisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be Installing. If frame widths are the same, the pre-cut boards will also be the same length In each Vector set-up. V for rocky s re used 9gly in 'ion homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the 2x4oards used outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the d ag ahm abo ebThis 2x4 boardh the should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap Is tight. Page 16 California, 2/03 LE /gt � 06EE X99 OES• VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 46 as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very- dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 .275-349 lbs - in. sands, firm to stiff clays 413 and -silts, alluvian•fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. 20x20 = 400 sq. in. _ . or 16x18 -- 288 sq. in. or 17x25=425 sq. in. - '� - EQUALS EQUALS 2 -Vector Pads # 59275 %'- - "`�' - ` - 1 -Vector Pad # 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. "Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional conditons En ineer amlllar with site `r. �w Page 17 California 'y 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and followall applicable instructions and guidelines in the Vector instructions and home Installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galy. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pa for concretE footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 a Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes,'going through the outside tension bracket, metal Vector pad and into the concrete. 10.� ' Using a hammer, tap the wedge bolt'into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12: Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp 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. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration T Inside Tie Bracket Compressh boards of PVC Pipe U -bolt Page 19 " California �1 Vector pad for concrete Concrete footer <EX�0_111 9/2/03 RETURN TO CHICO EHE TO SITE PLAN REVIEW APPLICATION Date: AP# (014-- La 0 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Addfess: Telephone No.: Situs Address: Proposed Use: Residential ❑. New Single Family Residential E] Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer Multi -family ' Pilon -residential ❑ New Commercial. ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel BUTTE COUNTY NOV ® 3 2004 DEVELOPMENT SERVICES St? f� jpp cvi%C,09C94 BUTT COUNTY AUG 3 12004 DEVELOPMENT SERVICES ❑ Commercial Remodel ❑ Industrial Remodel Other Septic Z -Well Agricultural Exempt Building ❑ Agricultural BufferFor ❑ Applicable ❑ N/A ❑ Other: j-` /L o`t Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date tt /4 G Page I of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 10 Snow Load Area: • • &Oel •To ,2-5'00 ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) M% 764/ �) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: &10ZU tkGOU Index Date: lCr ' omi�,� El Sacramento River Reclamation District (Approval must be obtained from the Ca a Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: X .Z Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side /01 ide Street Rear `Q ; Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑" School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ,. ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ---------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ 'North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: aZ Legal Access Provided: ❑ No , Yes Deed of Reference: Legal Access Required No Yes Parcel Frontage on Publiclyia�in�=d Road: ❑ No Yes, Road Name: Complies with County Standards for Deed Creation:❑ No '❑ Yes Comments: ® Parcel -Deemed to be legal ❑ Verify Legal Parcel" ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements -------------------------------------------------------------------------------------- Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire 'suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 0 Page 4 of 5 C Summary of Specific Requirements: PJ This information provided in this summary is based on the application information and on the best available data at the time of review. C:U arryslBuilding Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 11/15/04 14:16 FAX 5305332414 BTEC OROVILLE Uvv oay 011d BIDWELL TITLE -TITLE DEPT:, BTEC_ i OCecMNe smaYtafae rl' -IUD VALL4r TMOM' AND b URM CO M•..eM I.e.asae.tl� b r Ceri Lindsteom and '�- Grace C. 1.Sndetrew w U122 txford Street L9erltele7. Cellfornla �me 71. Ir '.�1 ..rf 1••1 ..'�. � 1 [!7ii!'t111l.IR 117(j MMOMM Al M —war t.N flat 4xn ..I..o...w Mas .•••�T' � �Ai Ifs � I u A.. 5.fi •A M AVOW 1Mle LAM r" rtK ietaiiiis. In .� .vim (!�• rS1 L..l�l�j�l=��ri r3 :V FOR A vALUA9l8 Cpptgp17tA7TON. r.:. pt of .rLid. a A.r.Dy .eLer.rklad M)}xt(A RO .OL god Kr.T,.j %aFR A. RC :CL, husband and rife LM4 OR411TIS) to c&FL 0. LIFDSTROK And ..^.o,1C: C. L171D9 RC):, h:6 wife AS 3Py� gEsA 06 Ma plumly 61 do =o„ di dy&NO" AUNMN,a r Cwaq.1 Blatt.) Borons a Section 22 Ts+aat part Los e£ the Seuthllast 4vsr=er of i'yy 23 Moth. Range 3 gs►1 s.,.D.S. 6 V., and ttor- ?a>rticularlr tleseYibed as {oilevs: wkwa4CM at ahs Sou_h-ast corner of said Sae:ioa 22• tkenasj orlon- the Fes: lige o£ said $action., Marth 00' 01' 41" ':ts:, 6751.23 h*-'thepes South 49'58'131 asst. 13E3.31 foot to the eat=nili:.e cf M"S'1bv tiid•a VOJ arm the true pe•6:' of b_Cir.: in lar the PsrRcol •-f lent: hereir. d5/t;Tlbe4tber.C3 'fTZU srid true Seericn£ bagi a 0v Dl'AI gpjd . ss�sn2e9136 einist p•:r.l)'he 5�othras eornereof %he% coT:aia 7aTcs1 of land dascribsa or need frsvr Th.s. :1. Jaen et Wt to Job F_ Triose as ux, dated «y 11. 1941. and reccrded May 17, 1948, in look 426. of Official Qeeards. papa 41.1 rsaeffls of !1tr_.e Count. Call omla1 tkonce Clang :he South 11ne of sai5 +rioaa's ftercil Vbrth 92 6R' 11" Ras., 433.00 feat to aha Sou']ts�t cental 'hortcf• here- 4au:h 0. 011 474. base pparallel rook the East lana o! said *ac:ist: 2f to a paint that bears Orth l5' alt 11" -i '-h es Seuth 99• SO 1311 Fi�s: s distance bas. ftce .hs paint of hagltl.. ng) eR of 435 feet, more or leas ti► the point of beglai ing. F=FPTZKG THEREFROM that pe•ftion lying within Mrsher Ridge (SStand. RBSER1rIHC THE1lEFR0M a rigid of way few toad VW704es OvertDA VortheTly 66.0 fee. thereof. ° september 20 1vtS5 o brxm or PJ1tliokNm L A aaQl+rT M f tor. ea tl. rdn• q� ' 1 haltIRAOOLa 4-7®r t'R.- OL rflt • .1.• d. tom— .a! �� walk+ r t►..al►�. _ 114+0.. r r. :: .•.. � .. N.wr VAII. Is .d Ir ..J &M' 2127 �1 .+wvr M • ri..f.. r^.,w+a- I!— N :.Now $a Lose N. {..�if/rMr .1l• M elell tax bill to the above %44rsss 11P )Ge. • 4 YVIK u I��ot WJUUZ Q002 I I I i I 1 1 I l I I I I t 1 I Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING November 10, 2004 Matt & Courtney Wolfe 8760 Center Parkway Elk Grove, CA 95758 Subject: APN — 064-620-014 . Dear Mr. & Ms. Wolfe, The Butte County Department of Development Services, Planning Department has reviewed the submitted permit for a well and septic system at the property'location of Nimshew and Happy Hallow, and we require the following information to continue the review process. Planning Department Approval Requirements 1. Creation Deed for APN: 064-620-014 A Creation Deed is needed to describe how and when the parcel came into existence, and must be dated prior to March 3, 1973. You may have a copy of this Deed from the purchase of the property, if not; one can be obtained from the Butte County Recorders office (or through one of the local Title Companies, which may charge a fee). Should you have any questions please feel free to me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-6706. Sincerel , ana Adler Assistant Planner G/14 c& (%l '— 94ad 11/15/04 14:15 FAX 5305332414 BTEC OROVILLE Wjuul (aK�►�tfalfa�c�c��Fa><rtci�c�c�xf�fa�ci��z�Cfa�c�Cfa�cfax(��c�z�fazfa�ctaz�Zfauhzfazfalcfi�tax�Ci��zbzfazfa><fioc�f�bui�fa��Zkzfaz�Ck�ialc�Z�C�Z[a�c�Cf�Cfa�c�Cf�cfaz FAX COVED. SHEET From the desk of BIDWELL Title & Escrow YOU9HOME"T", Chico Main Office Shawn Nelson Escrow Officer Bidwell Title Escrow: Company Phone: 1(530) 533-2414 Fax: (530) 53345-89 shawn@bidwelltitle.cm ATTENTION: l �� 500 Wall St. P.O. Box 5173 ---- :- .. - - - -- Chico, CA 95927 (530) 894-2612 FAX: (530) 894-0713- DATE: 1- l Paradise FAX- TO PHONE: 145 Pearson Rd. P.O. Box 490 OParadise, CA 95967 (530) 877-6262 FAX: (530) 872-5129 UGridley 560 Kentucky St. P.O. Box 949 Gridley, CA 95948 (530) 846-4005 FAX: (530)846-0584 NOTES: C 26_a1� - _ Bidwell -Title & Escrow Company - -_ YOUR HOME TEAM! ; faxhxbxbxfauhxfaxbxfufaxkxfaxfaxkxbxfubxfaufaxisfabxbxfaxfubxbxfixbxfaxfubxbxbxhxfazfaicfxkbxbxfazf x6bxhxtx Zfa! bxbxxktxhxkhxbxtabxbxbxbxbxki Oroville p 1835 Robinson St. LD)P.O. Box 811 Oroville, CA 95965 (530) 533-2414 FAX: (530) 533-156' _ Chico Main Office Shawn Nelson Escrow Officer Bidwell Title Escrow: Company Phone: 1(530) 533-2414 Fax: (530) 53345-89 shawn@bidwelltitle.cm ATTENTION: l �� 500 Wall St. P.O. Box 5173 ---- :- .. - - - -- Chico, CA 95927 (530) 894-2612 FAX: (530) 894-0713- DATE: 1- l Paradise FAX- TO PHONE: 145 Pearson Rd. P.O. Box 490 OParadise, CA 95967 (530) 877-6262 FAX: (530) 872-5129 UGridley 560 Kentucky St. P.O. Box 949 Gridley, CA 95948 (530) 846-4005 FAX: (530)846-0584 NOTES: C 26_a1� - _ Bidwell -Title & Escrow Company - -_ YOUR HOME TEAM! ; faxhxbxbxfauhxfaxbxfufaxkxfaxfaxkxbxfubxfaufaxisfabxbxfaxfubxbxfixbxfaxfubxbxbxhxfazfaicfxkbxbxfazf x6bxhxtx Zfa! bxbxxktxhxkhxbxtabxbxbxbxbxki FILE No .021 11/10 '04 AM 1.0:00 ID=EXECUTIVE HOMES FAX :1530 891 8753 PAGE I -I/,(. FAA,. 0110 111,11Ill l Ind. To: /.c4/jeL- Fro -7 79 J)bei 1-A Ado no t at tt, I've ��C�xl['l.�' S " I ("lliclo, Ca T.39V3 V3.30) &91-699Z Cate: (likulludem Cover Aofil, Ill - - - - - - - - - - •FILE No.021 11!10 '04 AM 10:00 ID:EXECUTIVE HOMES 11/10/04 10:61 FAX BTEC OROVILLE RECORDING ROQUINM BYr Fidelity National Title Company of California eam W No,i 04-SO5778-M Locate No.: CAIMMO 6dBbe-MI00005067A Title Ma 0+40me When Itecordad Mall Document and TO Statement Too Mr. and Mrs. Matthew Wolfe. 8940 BrucrAle Rd., Apt G-146 Elk Grove, CA 95739 APN: GRANT DIED FAX:530 891 8753 PAGE 2 i EXECUTIVE Q001 ' �IIII�I�III�p�1�IINlI . 11r0Q14--am i J'i$M6 Recordtd aKC�unl Rof�` I AEC FEE 11.80 1 1011211311 T it" C "corderJ. MOBS I Rif DICKSON 09r A Bio�t�allt VJ-alar-eM I 1 blyles I Page 1 or P ABOVE 113 LINE FOR R0.*MWit% U95 The undersloned orentar(e) declore(s) Documentary tranoffier falx la ¢411.40 I [ X ] Computed on full value of property conveyed, or [ J computed on hill value lees value of pans or encumbrances r+emaininq at time or sale, [ J Unlncorporeted Area aN of /unImxwpomt%d area, FOR A VALUABLE CONSIDERATION, recelpt of which Is hereby acknanMadped� Rudolph H. Knuth and Anneifse E. Koban, husband and wlk as Joint tenants hemby ORANT(S) to Matthew WoHb mrd Courtney M. Wolfe, husband and wire as Jolat tenenta the follovAnp dendbed real properly In the qty of /unincorporated arsl?t, County of Butte, State of Caftfornla: SEE LEGAL DESCRIPTION DHBIT "A" ATTACHED HERETO AND MADE A PART HEREbF DATED: March 12, 2004 STATE OF C COUNly of helbre ma, personallyappeared personally known to me (or proved to me on the basis of satlefaceory evidence) to be the person(s) whose names) Were subscribed to the within Instrument and acknowledged to me that *qjsWthey executed tate same In NeOwItheir authorized capecity(la), and that by Mall o*helr slonature(s) on the Instrumentthe person(s), or the entity upon behalf of which the person(s) acted, exeoAnd the Instrument. Witness my hand a offlCIAI seal. Slgnatu dIA Rudolph H. Knu Anrrelkk E. Koben W RVN ANONT MIAnr 1" SNUB sanCAUM xwa c a rw, �r soee I ' I . i MAIL TAX STATEMENTS AS DIRECTED AW* FD -219 (ftV VW MAW am ! I FILE No.021 11/10 '04 AN 10:01•ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 3 11/10/04 10:81 FAX OTEC OROVILLE EXECU•I•IVIE 14IVUY • h ) ri • 1 EXHIBIT i A" Being a portion of the Southeastquarter of Section 22, Townehip PNorth, Rshgs 3 East, M. 0. 9. & M., more particularly described as follows: ' Commencing at the Southeast comer of sold Section 22; thence at ng the East line W sold Section, Norm 00°.01' 47" West, 679.23 feet to the true polr Vat beginning for - the parcel heroin described; thence from sold true point of beginnlrr��g, South 89' 68' 13• West, 1923.31 feet to the centsdine of Nimahow Rldde Road;;thince along sold oenterline, parallel with the rest line of said Section, North 00 ° 01 j; 47" West, 208.36 feet to the Southwest comer of that certain parcel of land daoorl In bead from Thos. H. Jacobs, et ux, to John E. Trione, at ux, dated May 11, 1948 and recorded May 17, 19481n Book 42 of Official Records, page 481, records of Butte C 'unty, ColHomla; thence along the South line of said Trionss parcel North 89 ° 68' 14" Esat, 435.00 fest to the Southeast corner thereof; thence Along the East line of soldorobl, North 000 01' 47" West, 250.00 Jeer to the Northeast comer thereof; thence Noft 80° 69' 13" East, • 888.31 feet to the Feet line of said Section 22; thence along sold. gest line, South 000 01' 47", East, 459.38 feet to the point of beginning. EXCEPTING THEREFROM that portion lying within Nlmshew Ridge Toed. Assessor's Parcel No: 004-620-014 a z SITE PLAN -- .. �: .. .. .. --. :.._... ...................._ .. - . ..... 1 _ .. i `f. 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