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058-190-148
SAND WHEN RECORD'.D N.a►-* TO: BUTTE COUNTY BUILDING DIVISION .7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1111 III III I IIII IlII111111111lI I III 2��4--Q3067620 Recorded Official Records I REC FEE 10.00 I CONFORM 1,00 County Of I BUTTE CANDACE J. GRUBBS 1 Recorder I ROSEMARY DICKSON I Assistant I Jason 12:29PM 03 -Nov -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: Date 9 -02 -014 State of California County of-Vsw4W. OWNER 4- On CA - a U L-A before me, L.. ?--* e-6 -50C, A I F m a rJ4 L • &-edSae 'q -- Pri 6 q in Fa c+ personally appeared �1�+,��PG1�� , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and officiall Kal. Signatur Seal: THERESA GAGNE Comm. # 1378203 NOTARY PUBLICIAtff OM County of Butte A.P. # � Comm. o� s,:oob Q Grant Deed - continued Me No.:0401-221778DR A.P.C1.058-190R) Date: 07/30/2004 PARCEL I: BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER of SECTION 33, AND A PORTION OF THE SOurHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 22 NORTH, RANGE 4 EAST. M & .D.B. M., AND ORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER COMMON TO SAID SECTIONS 33 AND 34; THENCE NORTH 740 45' 36" WEST, 573.86 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT Of BEGINNING, CONTINUING NORTH 740 45'36-1 WEST, 138.68 FEET; THENCE NORTH 200 4340" WEST, 837.62 FEET TO THE CENTERLINE OF A 60.00 FOOT ROAD EASEMENT, SAID POINT BEING ON THE ARC OF A 140.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, A TANGENT AT SAID POINT BEARS NORTH 890 02'46" EAST; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22� 03' 40", AN ARC DISTANCE OF 53.19 FEET; THENCE SOUTH 68° 53' 34" EAST, 117.65 FEET TO THE BEGINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 160 39' 15", AN ARC DISTANCE OF 104.64 FEET; THENCE SOUTH 850 32' 49" EAST, 66.56 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 510 24'07" AN ARC DISTANCE OF 179.43 FEET; THENCE SOUTH 340 08' 42 EAST, 49.15 FEET TO THE BE -GINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO YHE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 300 50'07" AN ARC DISTANCE OF 193.74 FEET; THENCE SOUTH 640 S8' 49" EAST, 59.30 FEET TO THE BEGINNING OF A 160.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 25' 23'05" AN ARC DISTANCE OF 70.89 FEET; THENCE SOUTH 39° 35' 44" EAST, 88.19 FEET TO THE BEGINNING OF A 120.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 810 13' 15", AN ARC DISTANCE OF 170.11 FEET; THENCE LEAVING SAID CENTERLINE, SOUTH 59° 11' 01" WEST, 634.67 FEET TO THE TRUE POINT OF BEGINNING. APN 058-190-148-000 CONTINUED DESCRIPTION - CONTINUED PARCEL II: ANON -EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30.00 FEET IN WIDTH LYING CONTIGUOUS TO AND NORTHEASTERLY FROM THE NORTHEASTERLY LINE OF PARCEL I ABOVE. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEEL' ON EACH SIDE OF THE FOLLOWING DESCTTHENCEBNOR H 59' 1 01ED LINE: Z EAST, 185 04 NG AT THE FEET EASTERLY HE OROVILLk CONCOW ROAD - Dated: 07 3fl zo0a KyoMi L ird Rosalind Hussong -: RECORDING REQ UESTED BY: 2 5 — 02 4 1 a-7 Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 County Of I CANDACE J. GRUBBS I ' Recorder I AND WHEN RECORDED MAIL TO: ROSEMARY DICKSON I Assistant I Myles 02:11PM 28 -Apr -2005 I Page 1 of 2 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. MARK BLEDSOE AND CHRISTINE MURPHY REAL PROPERTY OWNER/LESSOR 2746 SWEETWATER TRAIL MAILING ADDRESS COOL ELDORADO CA 95614 CITY COUNTY STATE ZIP 3530 SHUMAN LN. INSTALLATION MAILING ADDRESS, IF DIFFERENT , OROVILLE BUTTE CA 95965 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 "LIP 04-3206 530 538-7541 BUI -D IT NO. TEL HONE NUMBER \I 1` SIGNA URE O L CAL AGENCY OFFICIAL DATE GOLDEXNEST HMS DEALER NAME (if not a dealer sale, write "NONE") 93-103-2273 DEALER LICENSE NO. CMH MFG WEST INC. 2004 8322 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMUMBER GIOR23N28880AlB 48'X 26' 10" ORE464586/7 SERIALNUMBER(S) LENGTH XWIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTIO SEE ATTACHED ASSESSOR'S PARCEL NUMBER 058-190-148 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD 'INK - Applicant GOLDENROD- Building Dept. Grant Deed - continued A.P A.: 058-190-148-00= Flle No.:u*i-221778DR (DR) Date: 07/30/21004 PARCEL I: BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33, AND A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTIONIBED AS FOLLOWS! OMMENCING AT GE 4 HE,QUARTER CORNER ORE PARTICULARLY COMMON TO INTSAIDOF BEGINNING FORTHEARCE HEREIN DESCRIS 33 AND 34; THENCE NORTH 740 4S' BED; THENCE •FROM SAID 86 FEET TO THE TRUE POINT TRUE POINT OF BEGINNING, WISTN837.62 FEET 4 HE CENTERLINE O A WEST,0.00 FOOT ROAD HENCE NORTH 20 4340" , EASEMENT, SAID POINT BEING ON THE ARC OF A 140A0 FOOT RADIUS CURVE CONCAVETO THE SOUTHWEST, A TANGENT AT SAID POINT BEARS NORTH 890 02'46' ETT; THENCE H A SOUTHEASTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE, CENTRAL ANGLE OF 22° 03' 40", AN ARC DISTANCE OF 53.19 FEET; THENCE SOUTH 680 S3' 34" EAST, 117.65 FEET TO THE BEGINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE -Of 160 39' 15", AN ARC DISTANCE OF 104.64 FEET; THENCE SOUTH 850 32' 49" EAST, 68.56 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51° 24' 07'' AN ARC DISTANCE OF 179.43 FEET; THENCE SOUTH 34° 08' 42" EAST, 49.1'5 FEET' TO THE BEGINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 300 50'07" AN ARC DISTANCE OF 193.74 FEET; THENCE SOUTH 640 58' 49" EAST, 59.30 FEET TO THE BEGINNING OF A 160.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 250 23'05" AN ARC DISTANCE OF 70.89 FEET; THENCE SOUTH 390 35' 44" EAST, 88.19 FEET TO THE BEGINNING OF A 120.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 810 13' IS", AN ARC DISTANCE OF 1 0.11 THE RUE THENCE LEAVING SAID CENTERLINE, SOUTH 590 11' 01" WEST, 634.6 POINT OF BEGINNING. APN 058-190-148-000 CONTINUED DESCRIPTION - CONTINUED PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30.00 FEET IN WIDTH, LYING CONTIGUOUS TO AND NORTHEASTERLY FROM THE NORTHEASTERLY LINE OF PARCEL I ABOVE. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE MOST EASTERLY CORNER OF PARCEL I ABOVE; THENCE NORTH 59° 11'01- EAST, 185,G4 FEET TO THE OROVILLE-CONCOW ROAD. Dated: 07 30 200a Kiyo i L03ird ))) Rosalind Hussong COPY of Document Recorded 28 -Apr -2005 2005-0024127 RECORDING REQUESTED BY: Has not been compared with original BUTTE COUNTY RECORDER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION E 7 COUNTY CENTER DRIVE OROVILLE CA 95965 I SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. MARK BLEDSOE AND CHRISTINE MURPHY REAL PROPERTY OWNERILESSOR ' 2746 SWEETWATER TRAIL MAILING ADDRESS COOL ELDORADO CA 95614 CITY COUNTY STATE ZIP 3530 SHUMAN LN. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 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 04-3.206 530 538-7541 BU G? ]T NO. TEL HONEINUMBE�C ' J �0 I SIGNA Ofj L, CAL AGENCY OFFICIAL DATE GOLDE\ EST HMS DEALER NAME (if not a dealer sale, write "NONE' 93-103-2273 DEALER LICENSE NO CMH MFG WEST INC. 2004 8322 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER GIOR23N28880A/B 48' X 26' 10" ORE464586/7 SERIAL NUMBER(S) LENGTH X WIDTH W SIGNIA/LABEL NUMBER(S) I REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 058-190-148 SEE ATTACHED _ __ i.: OSS -190-148-000 Grant Deed - continued File No.:rj-.,,i-221776DR (DR) Date: 07/30/2004 PfaRCEL I: BEING A PORTION Q�� QUARTER OF THE NORUARTE9- OF TIKE �� � QUARTER GF SECTION 33, AND A PORTION OF SO QUARTER OF SECTION 34, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & R AND MORE OLLOW' COMMENCING AT THERTER CORNER PARTICULARLY DESCRIBED 33 AND 345 THENCE NORTH 74° 4S' 6A WEST, 573.86 FEF -T TO CO'iMON TO SAID SECTIO THENCE FROM SAID THE TRUE POINT OF BEGINNING FORTHE PARCEL HEREIN DESCRIBED; TRIjE POINT OF BEGINNING, CONTINUING NORTH 740 45'36" WEST, 138.68 FEET; THENCE NORTH 200 43'40" WNT EST, 7.62 FEET OF A 60.00 FOOT ROAD BEING ON 7HETARC OFO THECENTERLINE A 140-00 FOOT RADIUS CURVE CONCAVE TO EASEMENT, SAID PO YHE SOUTHWEST, A TANGENT AT SAID POINT BEARS NORTIi 89°.02' 46" E TERLINE AND THE ARC OF SAZO URNS, THROUGHTHENCA SOUTHEASTERLY ALONG SAID CENCE SOUTH 680 CENTRAL 11GLic OF ET 00 THE BEGINNKING OF A 360.00 FOOT RADIUS ARC DISTANCE, OP 53.19 FEET; E URVE CONCAVE 5T0 34" EAST, 117.65 FEET TCURVE THROUGH A THE NORTHEAST; THENCE SOUTH1NP�SATRCRDISTA CE OF 104 64 FEETLY ALONG THE ARC OF' ; HENCE SOUTH 850 32' CENTRAL ANGLE FTO 49" EAST, 68,36 FEET CO THE BEGINNING OF A 200,00 FOOT RADIUS CURVE CONCAVE URVE THE SOUTHWEST; THENCE E OU AN C DISTANCE T E ARC 179.43 FEET; SAI HEN E SOUTH 340 08' CENTRAL ANGLE OF 5 NNING OF A 360.00 FOOT RADIUS CURVE CNCAVE 10 EAST, 49-15 EAST; THENCE FEETENCE SOUTHEASTERLY ALONG THE ARC OF SAID CUTO THE SEGI E�VE, OH OUGH A THE NO}2'fHEA5 THE " AN ARC DISTANCE OF 293.74 FEET; THENCE SOUTH 640 58' CENTRAL- ANGLE OF _r T THE BEGINNING OF A 160.00 OOT RADIUS CURVE CONCAVE TO 49" EAST, 59.30 FEET TO THE SOUTHWEST; 9.30 THENCE SOUTHEASTERLY ALONG THE ARC OP SAID CURVE, THROUGH EET, THENCE SOUTH 390 35' CENTRAL ANGLE OF 25° THE BE INNNINODISTANCE 120 00 FOOT RADIUS CURVE CONCAVE TO 44" EAST, 88.X9 FEET TO THE NORTHEAST; THENCE SOUTHEASTERLY AND NORATNHAERCTDISTA�CE OF 170 11 FiCE?SAID CURVE THROUGH A CENTRAL ANGLE OF 810 13' 1S", 634.67 FEET 0. THE TRUE THENCE LEAVING SAID CENTERLINE, SOUTH S9° 11' 01" WEST, POINT OF BEGINNING, APN 058-190-148-000 CONTINUED DESCRIPTION - CONTINUED PARCEL 11: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A R THIS AND ORTHEASTERRIP OF LAND 30.00 LY LE OF PARC L I ABOVE. PARCELIN INWIDTH, LYING CONTIGUOUS OI - A NORTHEASTERLY F R ROAD PURPOSES AND PUBLIC UT�LjTy PURPOSES OVER A NON-EXCLUSIVE600 FEET IN WIDTH LYINEMENT FO G 30.00 FEET ON EACH SIDE OF THE FOLLOWING STRIP OF LAND DESCRIBED LINE: BEGINNING AT THE MOST eASTERLY CORNER Of PARCEL T ABOVE; THENCE NORTH 59' 11'01- EAST, 185.04 FEET TO THE OROVILLE-CONCOW ROAD. Dated: 07 30 2o0a KyoMi L ird Rosa►in� Husson� I CNI�ec-, 4 ,:°,FOUNDATION SYSTEM z " M=7� ; °rr• f Y� .. y '�� _ _ r y i , - i, t i cy T „yjf5 � r t, CERTIFyICATE}OF OCCUPANCY,,-.- BUILDING PERMIT NUMBER: 04-3206 Address or location of unit: 3530 SHUMAN LN., OROVILLE, CA 95965 Legal Description of Real Property: AP#: 058-190-148 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: MARK BLEDSOE AND CHRISTINE MURPHY Owner's address: 2746 SWEETWATER TRAIL, COOL CA 95614 INSIGNIA OR HUD NUMBER: ORE464586/7 SERIAL NUMBER OR V.I.N.: GIOR23N28880AB MANUFACTURER'S NAME: CMH MFG W INC. . YEAR: 2004 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Mark Bledsoe and Christine Murphy 3501 Shuman lane Orville, CA 95965 •rill �If �I) � illi � �ll� 11 �� �il���t ill 2Ka04— all 01+US, 65a$ Recorded I R£C FEE 16. 00 Official Records I Couunt,EOf CANDiICEUU11. GRUBBS 1 ROSEMARY DICCHSON l Assistant I Lisa 09:00AM e2--Aug-2004 I Page 1 of 4 Above Thl9 Line for Recorders Use Only A.P.N.: 058-190-148-000 File No.: 0401-221778DR (DR) GIFT . GRANT DEED The Undersigned Grar►tor(s) Dedare(s)c DOCUMENTARY TRANSFER TAX $0.00; CirY TRANSFER TAX $0.00; NONE DM SURVEY MONUMFNT FEE $ t computed on the consideration or full value of prmp" conveyed, OR R&T 11911 C computed on the consideration or full value less value of liens andfor encumbranows remaining at time of sale, X unincorporated area; (] City of Oroville, and FOR A VAWABLE CONSIDERATION, receipt of which is hereby acknowledged, Kiyoml L. Bird, an unmarried woman and Rosalind Hussong, an unmarried woman, as joint tenants hereby GRANTS to Mark Bledsoe and Christine Murphy, husband and wife, as joint tenants the following described property in the Unincorporated area of , County of Butte, State of California: SEE LEGAL D'ESCRIMON P1TACF'W Mall Tax Sbatements TO: SAME AS ABOVE NOTES RESIDENTIAL PERMIT NO.058-190-148 04-3206 BLEDSOE/MURPHY, I MARK&CHRISTINE { ��[ SHUMAN LN, CONCOW 3530 f NEW MH PERM FND NEW SITE ,THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS 1 BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER TV 56� v OFFICE COPY ' It Address s1 J <3o 5ii,/m/&,j GAS Meter By Date ELECTRIC .� ,cam Meter By Date JOB ,FINAL (n -.qt ) }} SignattVe '` J=OK 0 = Not OK . = Not Readb1e y 7. , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 1. Zoning Requirements -Setbacks -Easements Siding; Nailing -Veneer -Stucco -Mesh 2. Soils; Special MH Support Sketch Roof; Shthg-Roofing 3. 4. S wer; Location -Test -Fall -C/0 -Concrete ater; Location -Test -Easement Nee 'ed (Sketch) Ext.; Steps -Doors -Landings 5 Electricity; Location -Clearances d-/ /Amp -Concrete Braced Wall Panels f/Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG __Vater; MH Test 7. Well Clearance R Disconnect Water and Sewer Cgrfnected 8. Utility Clearance Gas and ElectriqVTagged Card B-1 Date Card B-1 9. Exits 10. Date il, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s f 1. Zoning Requirements -Setbacks -Easements 5. 2. Footings; Size -Spacing -Marriage Line 6. 3. Gas; MH Test -Demand -Valve -Connector 7. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 8. 5. Drain; MH Test -Fall -Flex Connector 9. 6. Water; MH Test -Regulator -Connector 10. 7. Water and Sewer Connected -C/0 to Grade -HD Approval 11. 8. Gas and Electricity Tagged 12. 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date Card B-1 Date Card B-1 Date, Card B-1 Date 7. Card B-1 Date Card B-1 Date PER NENT END SYSTEM (ONLY) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Zo g Requirements -Setbacks -Easements Siding; Nailing -Veneer -Stucco -Mesh 3. ootings; Size -Spacing -Marriage Line ocking .11 Roof; Shthg-Roofing 4. G - H an - alve Ext.; Steps -Doors -Landings lectricity, H Test Braced Wall Panels 6. __Vater; MH Test 7. Water and Sewer Cgrfnected Card B-1 Date Card B-1 8. Gas and ElectriqVTagged Card B-1 Date Card B-1 9. Exits 10. License Decals 11. Verify #'s with Office 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Date f and B-1 Date Card B-1 Card B-1 Date Card B-1 MISCELLANEOUS I'Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s III 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel tt 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 a 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh t 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels f (Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater + 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 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 55. 8. Piers -Fireplace Ftg.-Steel 56. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 57. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 58. 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 62. 15. Access & Ventilation 63. 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 65. 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP043206 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: 11124/2004 APN: 058-190-148-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: 3530 Site Address: ��')� 1l Z�-1 Nrfulko) Map Index: OYW) � C-� Date: Contractor. Description: NEW MH NEW SITE PERM FND OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MARK BLEDSOE &CHRISTINE MURPHY permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 2746 SWEETWATER TRAIL 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any COOL, CA 95614 violation of Section 7031.5 by any applicant for a permit subjects the (530 ) 879-2439 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: CHERYL MARPLE 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 13407 GARNER LANE sale. If however, the building or improvements are sold within one CHICO, CA year of completion, the owner -builder will have the burden of 95973 proving that he or she did not build or improve for the purpose of (530) 895-5540 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, Contractor:'RED LINE INSTALLATIONS INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O Exempt Business Professions 13407 GARNER LANE I am under Article 3 of the and Code CHICO, CA 95973 Date: Owner: (530) 895-5543. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 848025 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: I have and will maintain workers' compensation insurance, as Engineer: 9 required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier andel policy number are: Carrier: C� l — i'C.l 1P1J Total Square Ft: 1296 S. F. �-1 LI Policy #: t)S _ Q Valuation: $84,240.00 ❑ 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 workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. L( Date: ills j'� t S v \�yytCLI/— Applicant: I WARNING: Failure to workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. ✓� CONSTRUCTION LENDING AGENCY This permit is he eby iss d under the applicable provisions of the Butte Cnunty CodA ant /or I hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resolutions to doi icated above for which fees have been paid. l a performance permit Name: I , By: Date: - 6 Address: PERMIT EXPIRES ON Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose . Print Name: -e/r t 1 Signature: Date: 2 1 D ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor t BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS BP O4-3--10 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 7 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name marK d� Y1s� Address 27Li 5_U)e_-efWa4e_r 7r6L! City Co C) State. lip g5&1t/ Phone g -� Q _ Z q39 Fax E-mail )hy CONTRACTOR Name P-kd LP rig I I lct.fiCA Address ' o C a,*- ne4-- Ln City C States+ r� �60q Zip ��73 Phone gq S S -s T C) Fax 5_ JJ y L E-mail Lic. #Qi /202--s ClasS64 APPLICANT NAM ARCHITECT/ENGINEER Name City. r _ I C Address Zip(�s cn5 City Fax ,5 _ 55 y L State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAM Name Address 0D C-7a-Vn-P—� City. r _ I C StateG Zip(�s cn5 Phone �� Gc Ll �✓ Fax ,5 _ 55 y L E-mail APPLICANT SIGNATURE X For office nly: Zoning Flood Zone SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS 7 � LOCATION Q AN o 5$— 1 '1J 0— I q O Property Address Sh (. rrjct_n Ln . COY) Cd Fs_sstreet /von COII. , 49,d q/ M� WORKER'S COMPENSATION Policy Number 1 -� $ S1 d R _O �/ Carrier & _- 4-e- Pu If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: q. Footage 1 ZCf (j ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): XPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: 54-q.g0 Bldg ��4 •q8 SRA Receipt #: +1316) Sheriff SMIP Other Date: 1 I 3.04 � (='-' • 3 © Total REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the en ' eer Mobile, Manufactured, or Modular Homes: CV 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! U,- 2. 2 Data sheets and installation instruction manual. cB- 3. 2 Marriage line information. U-'-4. 2 Floor plans. 0— 5. 2 Engineered Tie Downs or Foundation ❑ 6. plans. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All ❑ 9. of these must be stamped and wet-si ied by the engineer. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 ----.-Y- .. _r.-,.-- _-, T r _._. y E i B'�{?'•� Lnl . � �M �,c �'S�4��'�c'� '��^ �_ _ ,�.. � y-, , _ --. . -►- ��;, z COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS r 7 County Center Drive, Oroville; CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: L Er ,&=J E ASSESSOR PARCEL NUMBER 05 Proposed Building Use: j EW lel N !� C- ►N S 7 TC- i�EP_ M Counter Technician: 4c:�+ Date: I 1 3 • v.� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t6 apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ , 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ •8. Manufactured homes;* Data sheets and installation inst,*Marriage line info Floor Plan,: 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 en iineer. ❑ 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 ❑ Hazardous Material Form G. 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.) f, ❑ 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 ........................................... ........ Erosion Control Plan Required........................................................................ ........ 2 . s as shown on the attached Schedule of Fees Due Sheet .............................. r. 22. Cit of Chico Plumbing permit.................................................................... . �epartment of Forestry plan approval aid. Sent by:J'g��T 1-�� t t�3 0•+- - ''_ Planning approval A Use: B Parking: C Parcel Check: t o ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................:�. 26. NPDES Form............................................................................................. I` - - - /�'� 27. Encroachment Permit for driveway from the Public Works Dept ........................... I F ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) .................... _ � j f ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 1 - ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.......................................................... ...... ... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. I , ❑ 34. Manufactured home utility clearance............................................................... I ❑ -35. Existing violations and/or expired permits......................................................... ! ❑ 36. Deed ... Restriction................:..................................................................... ❑ Grant Deed i1 H. Title/Statement ofFacts, ❑Letter from Legal Owner, ❑Check to H.C.D. $ ----- -� 9. Other: When issued Telephone 5 • SSA -O and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: L 1. Index permit applic tion r the above it nu bered: Plan Check n�nal items regCed0 signer, owner, was advi e e bov ata phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, w er, was advised of the a o e d t by ❑ phone, ❑ mail, ❑ coun er, b Date: _ Plans reviewed by: Date: �% Plans approved by: Date Structural reviewed by: Date: f Structural approved by: Date: _ Note transfer by: Date: Yellow: Building Division E.H. USE ONLY Piot Plan AttacMd Floor Plan Attnchad� * Sant to ®.D. ! TO: Building Department FROM Environmental Health SUBJECT: Sanitation Clearance . SS -126--)k-9 Owner Location AP# Plan Approved for: Sewage Disposals Water Suply: P Blic Private Wel _ Clearance for dwelling. Other 3 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER LG—D S vc A.P. # O58 • 14®• 14-6 PROPROSED BUILDING USE ,' DATE 1 1 • 3 RECEIPT # 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ iat sed Plan Checking Fee.... $ (:t OOL DISTRICT FEES 0Q0 r�t a School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ I X $360.00 Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X Sq. Fig. Amt. (paid at Building Division) 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) DATE REC. .11 ..3. e)4- 058-190-148 04-3206 BI..EDSOE/MURPHY, MAF,K&CHRISTINE ,_ -- SII(JMAN LN, CO_NCOW -T.-�., wAL3 Drt?AA FNT) NEVA! 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.0 (paid at Building Division) �i-�3151 I I .3 • bs� 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER -i 8.1+2 413151 11-3-64 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 durin the plan checking process. APPLICANT DATE Pursuant to Government Cod Se ion 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). i\,L.�Onal-Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM el" - (One form per Building) School District oxad:� V I i,— L- e d. #4 Building Department No. A.P. Number 051a. Je7n. 147tg Jurisdiction: city %,--''County Property Owner L F W; oP-"jF— Property Location/Address . ::7ZH e -j 1,1../ Subdivision Lot No. ............................................... ......... ... ....... . ......................... Residential Development Q Qj Q Q Sq. Footage 40 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ....................................................................... *(No foundation Inspection) i ............................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) t, 0 10 District l entlif No. iq 0 �Iziel.'District certifies that U A (Street has complied with the requirements of Resolution No. representing square feet. Paid by Check # Remarks: (State) Date 4r I (Applicari't')'' 7 9 ' 9(16S`8 (PhoneNumber) (Zip Code). by payment of $ IAB 2926 $ PFULL MMIGATION Date hiodc -: You may protest the Imposition of the ft4-IfknNed!,W-6 by submitting a written protest to the District, In complWim with Government Code Section 66020(a), within 90-d-ap from OW-d.Aefess am paid. Failure to submit a timely written protest wtll'pr*Mbtt you from challenging the Imposition of the fen In any court action. 11, subsequent to the School District Representative signing this Butte County Schools lnqmkct Fee Certification Fomi6 the School 101191irldi IS WIR by the applicable Local Planning Agency that this project Is being reviewed undo the California Environmental Quality Act (CEQA), this project maybe subject to additional school fen to fully nillilgalia.ft Impact on the school disbiers White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dm.m Q 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 23, 2004 Mark Bledsoe 2746 Sweetwater Trail Chico, CA 95928 Subject: Building Permit 04-3206, Mobile Home Install Dear Mr. Bledsoe: The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application, and has found your application in compliance with the established planning criteria. The site plan you submitted -meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been returned to their department for consideration and action. If attached, Please find a copy of any use permits, map notes and conditions for you property. We are providing this for you information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Sinc rely, J_ Chris Tolley Assistant Planner, Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement L'LESS THAN 9 ACRE) Project Description: n co fno u-i�x L4 -e redy l r n me Project Location and/or Parcel Number: 65 $ " 19 d — 14E 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: O1 -e, Title: 2 fG Date: 3IC) Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 AND WHEN RECORDED MAIL T0: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 03 -Nov -2004 2004-0067620 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: Date 9 "02 "Q'A ' State of California ) County of-!e—v�Ye ) On 0\ ^ c% U 9 before me, ,9 J► Maw L• �ee�soe,�_F personally appeared personally personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WY Sigl A.P. 4 AAAAAAAA Seal: WC-1 HERESA GAGNE omm. a 1378203TARY PUBUCULIfORMAmm. Expires Od.5,2006 Grant Deed - continued File No.:0401-221778DR 058-190-148-000 (DR) Date: 07/30/2004 PARCEL I: BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER vF SECTION 33, AND A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER O ARANGE EAST, ORE ARTICULASECTION IBED S FOLLOWS,. MEG AT THE CORNER COMMON TO SAID SECTIONS 33 AND 34; THENCE NORTH 741 4S':36" W HENCE.FROP�1 SAID 86 FEET TO THE TRUE POINT OF BEGINNING FOP, THE PARCEL. HEREIN DESCRIBED; T TRUE POINT OF BEGINNING, CONTINUING NORTH 740 45'36" WEST, 138.68 FEET; THENCE NORTH 200 43'40" WEST, 837.62 FEET TO THE CENTERLINE OF A 60.00 FOOT ROAD EASEMENT, SAID POINT BEING ON THE ARC OF A 140.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, A TANGENT AT SAID POINT BEARS NORTH 890 02'46" EAST; T ENGHCA SOUTHEASTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE, THPLCENTRAL ANGLE OF 220 03' 40", AN ARC DISTANCE OF 53.19 FEET; THENCE SOUTH 680 53' 34" EAST, 117.65 FEET TO THE BEGINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 160 39'15", AN ARC DISTANCE OF 104.64 FEET; THENCE SOUTH 85° 32' 49 EAST, 68.56 FEET TO THE BEGINNING OF A 200.00 FOO'r RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL. ANGLE OF 51° 24'07" AN ARC DISTANCE OF 179.43 FEET; THENCE SOUTH 340 08' 42" EAST, 49.15 FEET TO THE BEGINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 300 50'07" AN ARC DISTANCE OF 193.74 FEET; THENCE SOUTH 640 58' 49" EAST, 59.30 FEET TO THE BEGINNING OF A 160.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL. ANGLE OF 25' 23'05" AN ARC DISTANCE OF 70.89 FEET; THENCE SOUTH 390 35' 44" EAST, 88.1.9 FEET TO THE BEGINNING OF A 120.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 810 13' iS", AN ARC DISTANCE OF 170.il FEET; THENCE LEAVING SAID CENTERLINE, SOUTH 59° 11' 01" WEST, 634.67 FEET TO THE TRUE POINT OF BEGINNING. APN 058-190-148-000 CONTINUED DESCRIPTION -CONTINUED PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30.00 FEET IN WIDTH, LYING CONTIGUOUS TO AND NORTHEASTERLY FROM THE NORTHEASTERLY LINE OF PARCEL I ABOVE. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTXLITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE MOST (EASTERLY CORNER OF PARCEL I ABOVE; THENCE NORTH 59' 11'01q EAST, 185.04 FEET TO THE OROVILLE-CONCOW ROAD. Dated: 07 30 2000 KiyorAi Lj3ird Rosalind Hussong 02/26/2004'- 11:59 9163239243 HCD PAGE 01/01 STATE OF CALIFORNIA &)SING BUSJNESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT pY DIVISION OF CODES AND STANDARDS 1 W REGISTRATION AND TITLING PROGRAM 3G oQ� STATEMENT OF FACTS Dtr�ti� This unit is a: [Z Mobilehome (] Corn mercial Coach [:] Floating Home ❑ Truck Camper Decal (License) No.(s) i Trade Name UWe, the undersigned, hereby state: u0u.5-e.- fo 0 A � Serial No.(s) Me further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they inay suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on v:\ p()t4 at �C (Date) I (City) (State) Suture s) Printed narne(s) �eZ- 677/YL (74jJ� °y Address oP -74 City ( State eA • 5S 6l HCD 476.6 (REv 12/oo) M . M i kf'nv,Iny; nnt PA nr nk4i�na '� adaii f66tane Is : i rl ■ t?': i3P_d .AP.,. y Due to continuing Improvements, specifications and designs are subject to change without prior notice or obligation Square footage is approximate and does not include covered porch areas. .; ..�.,.^ � •-:. r•., :_.-. - ---.-JI/02 OP 62131-4 '185M, •- O 30 P6F ' 1141 LW.M Troon MASTER MDR= / WARDROM eIDRaOM a T "L L✓ Xi 113 TOTAL 69+-01 V CAAMOX BAM TOTAL p OPTIONAL CARPET mTurr 7yfCNETI Ip.p• O E$t OATH gtf,• iESEDROOM 7 U6JV. gt.p• MASITR eATI4 %mummE'> T 91% P v I II IE ' 1141 LW.M Troon MASTER MDR= / WARDROM eIDRaOM a T "L L✓ Xi 113 TOTAL 69+-01 V CAAMOX BAM TOTAL p OPTIONAL CARPET mTurr 7yfCNETI Ip.p• O E$t OATH gtf,• iESEDROOM 7 U6JV. gt.p• MASITR eATI4 %mummE'> T 91% P v II ® (30# ONLY) ■ (20# &: 30# ONLY) 13'-6'. CARPET ILAY-OUT PiEn N0. II PIER INO. crAp" FOOTING SIZE REQUIRED (SO. IN.) P1Q1 _ FOOTING SIZE REOUIRED (50. IN.) BIER E CAPACITY FOOTING SIZE REOURED (SO. 1N.� 1000 PSF 1500 PSF 2000 PSF is an ( 1000 PSF 1500 PSF 2000 PSF NO. (LBS. 1000 PSF 1500 PSF 2000 PSF NO. (LDS.) 1000 PSF 1!500 PSF 2000 PSF 1 2000 2881'92 144 3 4000 576 384 288 5 6000 864 576 432 7 10000 1 1440 ro 2 2500 360 240 480 4 SOOO 720 480 :360 6 8000 ' 1141 LW.M Troon MASTER MDR= / WARDROM eIDRaOM a T "L L✓ Xi 113 TOTAL 69+-01 V CAAMOX BAM TOTAL p OPTIONAL CARPET mTurr 7yfCNETI Ip.p• O E$t OATH gtf,• iESEDROOM 7 U6JV. gt.p• MASITR eATI4 %mummE'> T 91% P v i ® (30# ONLY) ■ (20# &: 30# ONLY) 13'-6'. CARPET ILAY-OUT PiEn N0. PIER FOOTING 'SIZE REQUIRED (SO. IN.) CfLBS.m PIER INO. crAp" FOOTING SIZE REQUIRED (SO. IN.) P1Q1 _ FOOTING SIZE REOUIRED (50. IN.) BIER E CAPACITY FOOTING SIZE REOURED (SO. 1N.� 1000 PSF 1500 PSF 2000 PSF ( 1000 PSF 1500 PSF 2000 PSF NO. (LBS. 1000 PSF 1500 PSF 2000 PSF NO. (LDS.) 1000 PSF 1!500 PSF 2000 PSF 1 2000 2881'92 144 3 4000 576 384 288 5 6000 864 576 432 7 10000 1 1440 960 720 2 2500 360 240 480 4 SOOO 720 480 :360 6 8000 1 1152 1 768 1 576 11 8) 12000 1 1128 1152 864 1� GOLDEN WEST HOMES CARPET & PIER ° MGM NO. �7J 2445 2,145NY n. PACIFIC G PACIFIC BLVD. S UPP'OR T LOCATIONS GOLDEN ESTATE so. 1,296 GE 48IF-04 GATE 12-403-03 ALBANY, QR 97321 , 541 926-8631 Phone BOO 858-3552 Fax GNAWING FILE WWORIARON ALBANY DIVISION (8' WALLS) DRAWN BY : J. HENRY SHEET —A2 REVISED - i Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/212003 INDEX PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 GENERAL INSTALLATION 3 PARTS LIST 4 & 5 LONGITUDINAL DEVICES 6 PIER HEIGHTS 7 SET-UP INSTRUCTIONS 8 FOOTER SIZES WIND ZONE I - SINGLE 9 - DOUBLE 10 - TRIPLE 11 - HIGH PIER 12 WIND ZONE II -SINGLE 13 - DOUBLE 14 - TRIPLE 15 V -DRIVE & PIER SYSTEMS 16 SOIL CLASSIFICATION 17 CONCRETE INSTALLATION 18 & 19 0 COMPONENT PARTS AVAILABLE UPON REQUEST 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 I Approval I i+U1 WACTUM AOMIMMS 1WN8 FOUNDAnON SYSTM =an Arm OAF= OWE. BWn=>l1M ANRav» tUDIscrTaCORRBMOM AffWVAL DOGS NOTAtl7 0MW CM AMWW Al ONWONS OR DEVIATION MOM RBQUHURA AiI'$ ANUCADW STATS LAWS AND MWULATXM st" ofCdw=Vb - v .f> adc go"*=* K CML �TFCf CA16�\� rl- co Lq ch O N O O 0 Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & 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 II 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 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS . 4 SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home.. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector. Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD. To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are, the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. (a -Y Iscu", Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ff. single/double block pads with hardware, swivel straps and slotted bolts 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. ff. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California��w/lsnm 9/2/03 .Vector Dynamics Foundation Systems Longitudinal Component Parts List 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 # 59281 - For use with Schd 40 PVC Center Compression Strut - # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) Page 5 California 9/2/03 C Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD. 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts -1 L.S.D. system. Can be used on one pad or shpt on opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I _ I I I I I I I I I I I I I I I I I 1 I I I Wind Zone Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone Triple Section Wind Zone I I I I Tag Section I 48 Ft. Max. - California 9/2/03 I- Aw I -- -- ow I -I -I Wind Zone I I I I Tag Section I 48 Ft. Max. - California 9/2/03 50 in max. Maximum Pier Heinht Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights Maximum 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 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. z Page 8 California. 9/2/03 y d w� 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. z Page 8 California. 9/2/03 V co W—W Note: L.S.D.= Longitudinal Stabilization Device See Page 6. w 0 3 WIND ZONE I \2 sq. ft. pad/ s symme[ncauy as posslme among me 1®ngul of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 46 Instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required 24+" Piers L.S.D. Required Per Side or 24 Pier 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Single Sectlen Homes (Materials Required) 1 1 sectio - ? 2 it Sing - Aamp ie 01 \ - i 1 \' _ - � r I v k V co W—W Note: L.S.D.= Longitudinal Stabilization Device See Page 6. w 0 3 WIND ZONE I \2 sq. ft. pad/ s symme[ncauy as posslme among me 1®ngul of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 46 Instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required 24+" Piers L.S.D. Required Per Side or 24 Pier 0 to 72' 3 2 3 2 73' to 90' 4 3 4 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) WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes (Materials Required) Y%00- - -% .% -D CD 0 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 No anchors required. For pier heights up to 46" for 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. WIND ZONE I 2 sq. ft. pad Soil Classifications: 21 30 4A, & 46 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required`: None (*Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' S 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. a 6100xlbw�� r.,.w co NOTE: CD 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 n manufacturers' instructions and/or state requirements. 0 "rag •itl triplefull 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' to 71' 3+ 2 on Tag 0 2 1 72'to84' 4+2onTag 0 2 2 85' to 90' 5+ 2 on Tag 0 2 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) ,X WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for Double Section Homes (High Pier Sets with Diagonal Ties) tion home _ - - - bye of sec =-------- �e a�21 dou.: - NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I Max. Helght Unit Width See Page 7 co C' O i -Seam W Spacing R2 sq. ft. pad • 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' 5 1 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30° with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) W 24" N C W WIND ZONE II (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 0to48' WIND ZONE II, SEISMIC ZONE 4 (Hurricane) 2 49' to 60' S 6 Vector Dynamics Systems Required for 61" to 72' 6 7 2 Single Section Homes 7 8 2 85' to 90' .(High Pier Sets with Diagonal Ties) 9 2 bome ms. -*- ",_' - _-'- sa"Ltion s9r a�'en phof u(tO h°m EXams°Ws ms b® an d SP ads " �L • ' �St.r��^Y � � 3 ��6 �i Spy � Y� � "...� W 24" N C W WIND ZONE II (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 0to48' 3 5 2 49' to 60' S 6 2 61" 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 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) co cG Na 0 W WIND ZONE II, SEISMIC ZONE 4 -'"- Vector Dynamics Systems Required for - ' _ pt,p� hp' ems• ' \de\ Double Section Homes - ' dpxlb�e {or \iectOon SIS p{ a e2era\ spa At ome \nsta\\a - , _ - I ' 1 LSD ♦ I ` ♦ I �. `e n E)(ampstoWs9�stbe-__ ''"� 4 1 49' to 60' 1♦♦ �\\\ustcand spac��9 3 61" to 72' 6 6 ..�,, Padsa 73' to 84' 7 7 4 85' to 90' 8 8 4 ♦ NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for tl System with steel compression strut is 4,001 the K2 Engineering test report. Son bearing rapacity: Anchors Required*: l,uuu N5f minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0to48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 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) -n co CD cn 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, & 4B ' -"'- or 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'to71' 4+2onTag WIND ZONE 11, SEISMIC ZONE 4 2 72'to84' 4+3 on Tag 7 Vector Dynamics Systems Required for 85'to90' I ♦ 1 ` Triple Section domes 2 - - - - ' "sectionto °sys ems ♦ `;, �`� (Materials Required) " , - �6 fit ina� n9 for ec - 'f ' ♦ ` ` ♦ \`` - - ie generax sP 1 gyp, ;''r`'... ' mPi ♦ ♦ ♦ ; ♦ ♦ - - - X " ��� _ � ,ice e=F�or,��,� � � j✓ \gyp £ N S;`e I -n co CD cn 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, & 4B ' -"'- or 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'to71' 4+2onTag 6 3 2 72'to84' 4+3 on Tag 7 3 2 85'to90' 5+3onTag 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 sa. ft. Dad 2 sa. ft. Dad 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 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive for rocky soil V -Drive anchors are used on/v in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 16 Californias 2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL -CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: 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 # 59271 - '`- 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. *Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En ineer Jamiliar with site conditons �. Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read. and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10 deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite. Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this. time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pa for concretf footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt �04am 9/2/03 Vector'Dynamics System for Concrete Ap'pficato®ns 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 Ti Inside " Tie Brackel Compressic boards or PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer a< 9/2/03 CDF FIRE SAFE REQUIREMENTS 058-190-148 BP -04-3206 Bledsoe/Murphy AP# PERMIT # NAME 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 will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [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. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. 1 0 i� CDF FIRE SAFE REQUIREMENTS 058-190-148 AP# BP -04-3206 PERMIT # Bledsoe/Murphy NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [X] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [q 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill she 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 — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: Metal or no doors on side toward property line with insufficient setback - Interior automatic sprinkler system per NFPA 13D - . Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials 11/17/2004 Darren Read Date Signature 2 Golden West Homes of Chico 12/30/04 Dear Tammie, BUTTE COUMN DEC 0 4 20 DEVELOPMENT SERVICES Enclosed is the MCO for customer Bledsoe/Murphy, BP#04-3206 * OSB=-/iD —/Vow If you have any questions you can give myself a call at 530-895-5540 U 13407 Garner Lane • Chico, CA 95973.530-895-5540 a Fax 530-895-5544.0 1-888-895-5540 e-mail: gwchico.com i GP OF CHICO � uuu 12/29/04'GLD`1WS CHH D(FG WEST w17:51 FAX 1 541 926 0461 • UMBE . STATE OF CALIFORNIA ' ' � SS. TRANSPORTATION AND HOUSING AGENCY" BUSINE. Q or DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT V 7. �• `t •� O DIVISION OF.CODES.ANO STANDARDS . f,U1NUFACTt1RE0 HOUSING PROGRAM iV�A�BUFACT�REF�:CE TIFICATE.0�,.41R ' ' � � • ... •� CHECK lF THIS IS A OUUCATE µCaENTER OitIGINAL•faCO NO. IN .. M R M TI= Ni7 MAN FA TUR MAN FA TU :.... T T UMBER OF .. - .. TRANSPORTABLE.. SECTIONS t v� SFD (SINGLE FAMILY DWELLING) .❑ MUMH (MULTI-UNIT'MANUFACTURED HOUSING COMMEertes I COACH:. • RERl10ENS UMBER:' ..... ..... .. .. .. OCCUPANCY GROUP.... ... ..... .. ::. .... MANUFACTU E N - _ MANUFACTURER NAME ED RETA PRICE... SUGGEST .....ILPR E:.. I .: �t1`� idFSTt ItiC.. MANUFACTU RERAODRESS .:.• StFACTURE. • • DATE OF MANUFACTURE. ate) • " C It tin I C V MODEL NAME ANDfOR NUMBER' NUFAC•TURER TRADE NAME: . ' •' .' ,. .. �' .,•''DATE D FER — CALI ER NUMSER.OR F TRA 7RANSFF-REE DESIGNATION: . 04 (ySfEREE (OWNERSHIP TRANSFERRED TO}: � � NAME OF 0Ef4t 6 q� Q273 . , ... .. .. . DEALER OR TRANSFEREE ADDRESS. y (State) .. Zi ) Ci ..X59. ..:. '. ;;Tc r � . •G�' CA ' ,3 .. .. .. . . INVENTORY CREDITOR NAME= INVENTORY CREDITOR ADDRESS: .. S MIGHT ID (Street)' ' NCD INstGNLA OR HUD !ABEL NUM R '(INCHES) MANUFACTURER SERIAL NUMBER LENGTH- '(INCHES i� SECTION .. ... �!� : OREE ORE 4S4587 r TRANSPORTER NAME • TRANSPORTER ADDRESS: . ".(C .Strood :._.. • ...:.. .. .. ... ' (DD DESYtNATION FOR UNIT DESCRIBED ABOVE: .... CR 115 Cr 77 kST .HOMES CTtICO Mi GE S11fP IQCiF IC HQM 'ILC :: CNICQs �� . INW ander peruty perl�t me above !acts aro e end eenecL fy'under ma ...' • • � . taI lawn of thd v State C*Vomie I caritty �'.. t ... LIM . t .. • CR . .. � � ... ($tato) ..:....... 10122/04 .(County) ...:.......:... _:.. . Fj=Aad en . ' .. . ...(Data) � ...... .. SIGNATURE OF AUTHORIZEO AGENT: ( S D REL ..:....... ' ' " PURCHASER,(D �R O THEN FORWARD TO THE ERT RAN pE�E). FORWARD TO THE INVENTORY CREDITOR. UNt•ESS TNCRAM NONE. �/E } q Ot TRIBtlTIO 82 ORIGINAL (PINK) ' ' FORWARD TO THE DEPARTMENT AT P.O. BOX 1Ny T SACRAMENTO. CA TINA1 Ott y�'FUN 5 D Y F ... COPY 1 (WtIITE) " 06lNER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO RS DESTINATION 4 FA RER ^ , e COPY 2 (YELLOW) TO BE RETAINED 8Y THE MANU CTU + _ �:��. m ( I V UO/ OVI U4 RECORpYNG REQUESTED By Mid Valley Title & Escrow Company ANP WHEN RECORDED MAIL TO: Mark Bledsoe and Christine Murphy 3501 Shuman lane Oroville, CA 95965 .;ll141N1411141411�141i1111�14�4 Recorded I REC FEE 16.00 Official Records I CoBUTTE f I CANDACE J. GRUBBS l Recorder I ROSEMARY DICKSON ! A55istant I Lisa 09:00AM eE-Aug-200 I Page 1 of 4 Above This Line for Recorders Use only _ I File No.: 0401-221778DR (DR) A.P.N.: 058-190-148-DOO GIFT GRANT DEED The Undersigned Grantors) Declare(s); DOCUMENTARY TRAN5FER TAX $0.007 crrY TRANSFER TAX $0.00; Notal' DUE SURVEY MONUMENY FEE $ computed on the consideration or full value of property conveyed, OR R&T 11911 t computed on the consideration or full valueless value of liens and/or ennimbran= remaining at time of We, X unincorporated area; t ] tin or OrovlHe, and FOR A VAWABLE CONSIDERATION, receipt of which is hereby acknowledged, Kiyoml L. Bird, an unmarried woman and Rosalind Hussong, an unmarried woman, as joint tenants hereby GRANTS to Mark Bledsoe and Christine Murphy, husband and wife, as joint tenants the Mlowing described property in the Unincorporated area of , County of Butte, State of California: �V' =L2Ie] r . Mall Tax Statements To: SAME AS ABOVE j Grant Deed —continued Flle No.;0401-221778DR A.P.N:: 058-190-148-000 (DR) Date: 07/30/2004 PARCEL I: BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NOR'f HEAST QUARTER OF SECTION 33, AND A PORTION OF THE SOUTHWEST QUARTER 4REAST M DNB• $c RT HWEST AND MORE QUARTER OF SECTION 34, TOWNSHIP 22 NORTH, PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER COMMON TO SAID SECTIONS NNG FOR PARCELEREIN DES33 AND 34; THENCE NORTH 740 CRIBED; WEST, 573.86 FEET TO THE TRUE POINT OF ED•, HENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 740 45' 36" WEST, 138.68 FEET; THENCE NORTH 200 43'40" WEST, 837.62 FEET TO THE CENTERLINE OF A 60.00 FOOT ROAD EASEMENT, SAID POINT BEING ON THE ARC OF A 140.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, A TANGENT AT SAID POINT BEARS NORTH 890 02'46" EAST; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 220 03' 40", AN ARC DISTANCE OF 53.19 FEET; THENCE SOUTH 680 53' 34" EAST, 117.65 FEET TO THE BEGINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 160 39' 15", AN ARC DISTANCE OF 104.64 FEET; THENCE SOUTH 850 32' 49" EAST, 68.56 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF W 24'07" AN ARC DISTANCE OF 179.43 FEET; THENCE SOUTH 34' 08' 42 EAST, 49.15 FEET TO THE BEGINNING OF A 360.00 FOOT RADIUS CURVE CONCAVE TO THE NORYHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 30" 50'07" AN ARC DISTANCE OF 193.74 FEET; THENCE SOUTH 640 58' 49" EAST, 59.30 FEET TO THE BEGINNING OF A 160.00 FOOT RADIUS CURVE CONCAVE TO A THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGHCENTRAL. ANGLE OF ZS' 23'05" AN ARC DISTANCE OF 70.89 FEET; THENCE SOUTH 390 35' 44" EAST, 88.19 FEET TO THE BEGINNING OF A 120.00 FOOT RADIUS CURVE CONCAVE TO NCE SOUTHEASTERLY THE NORTHEAST; THE AND NORTHEASTERLY ALONG THE ARC OF SAID 70.11 FEET,- CURVE THROUGH A CENTRAL ANGLE OF 81° 13' i5", AN ARC DISTANCE FEET TO THE TRUE LEAVING SAID CENTERLINE, SOUTH 59° 11' 01" WEST, 634. POINT OF BEGINNING. APN 058-190-148-000 CONTINUED DESCRIPTION - CONTINUED PARCEL II: ANON -EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30.00 FEET IN WIDTH, LYING CONTIGUOUS TO AND LINE OF PARCEL I ABOVE. PARCEL III: A NORTHEASTERLY FROM THE NORTHEASTERLY NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE MOST EASTERLY CORNER OF PARCEL I ABOVE; THENCE NORTH 59' 11' Di" EAST, 185.04 FEET TO THE OROVILLE-CONCOW ROAD. Dated: 07 30 2a0a Kiyo i L ird Rosalind Hussong • VV/. JV/ V •e lv V V a .a.a vvV v./z vz . ' . A.P.N.: 058-190-148-000 517ATE OF cOUWN OF Grant Deed - continued File No.:0401-22177813R (DR) Date: 07/09/2004 Q before On 5 personally me, appeared p all (or proved to me on the basis of satisfactory eviden to be the person(s) whose name(s) i ubscribed to the within Instrument and acknowledged to me that he/sh R3 executed the same in his/her e r uthorized capacrty(ies) and that his/her e1 slgnature(s) on the Instrument the person(s) or the entity upo alf of which the person(s) acted, executed the instrument __ _ n area rar ofl�cla� WITNESS my hand and official seal. �_ DONNA 1. ROGEAS n r/a/sea/ Comm. 11333aI '* NOTARY PUSUC•CALIFOW W Si natur wAty if mr Cama. Suite C On, 0.'201A My Commission Expires: Notary Name: Notary Registration Number: Notary Phone: County of Principal Place of Business: 6CT-27-2004 2,�;td w 1.11 V V1-ILLC i "OV f EE MAIL TAX STATEMENTS TO: =Lf'of ARY TPAfdM TAX *-9--90 i Alsllrar A, UhlankatL VA70 last 13th Ave. Sp. G-11 .._,c nwr •� a• �,.r„1w�w�a««estrus 1 Auro>!'fa, Call arr4A TAX PNQ Kid U1147.. Us COMP -OW GRANT DEED FOR, A VALUABLE CoftV06RAnoW, sceW of which 1a 101a Kkl;p adil4. TSN X CORPORATION, a Calltorala oorporatiaa hw4by GRANT(S) to ANDpzj A. UMM OTT, a f Issta `G)j ✓ J �` ✓ 2 thr nal prapvtY In QN C;ry of uniaear rated ti^ '1 Cover of Bath i &n/ of C,Rfprrhi�, ApttriO� �+ Being a portion Of the Southeast quarter of the Northeast quarter of Soction 33, and a portion of the Southwest quarter of the Northwest quarter of Section 34, Township 22 North, mange 4 Irast,A.D.B: A H., and r.*re particularly des- cribed as follows: c0:'LMErCI1:G at the quarter corner common to said sections 33 and 341 thence ?.orth 74. 45' 36'- host, 573.86 feet to the true point of beginning for the parcel herein described; thence frw said true point of beginning, continuing North 74. 45' 36" west, 138.68 feet; thence Worth 20. 43' 40" ?'•eat, 837.62 feet to the centerlino of A-60.00 foot road easement. said.point being•on the arc of a 140.00 foot radius curve concave to the southwest, a tangent at said point bears worth 89' 02' 46" East; thence Southeasterly along said centerline and the are of said curve, through a central angle of 220 03' 40", an are dis- tance of 53.19 fact: thence South 69' 53' 34" East, 117.65 feet to the beginn- ing of a 360.00 foot radius curve concave to the Northeast, thence Southeast- erly•along the arc of said curve through a central angle of 16. 39' 15", an .arc distance of 104.64 feet; thence South 85. 32' 49': Fast. 68.56 feet to the beginning of a 200.00 moot radius curve concave.to the Southwest; thence South- easterly along the arc of said durve through a central ancb of $1. 24' 07" an are distance of 179.43 feet; thence south 34' 08' 42" East, 49..15 feet to the beginning of a 360,00 foot radius curve conoave to the Northeast; thence South- easterly along the arc of said curve, through a central angle of 30 50 01" an arc distance of 193,74 feet; thence South 64' 58' 49" East, 59.30 feet to the beginning of a 160.00 foot radius curve concave to the Southaelst?'thence Southeasterly along the arc of said curve, through a central angle of 2$' 23' 05' an arc distance of 70.89 feet; thence South 39. 35' 44'- East 88.19 fest to the beginning of a 120.00 foot radius curve concave to the Northeast; thence Southeasterly and Northeasterly along the arc of said curve through a central angle of 31' 13' 15", an arc distance of 170.11 feet? thence leaving said con- i t f 1- inning. terline, South 59. 11' 01' west, 634;67 feet to the true po n o g v dtESnvi::G ,1:IEP.L-FROM a non-exclusive easc.�e t for road purpooes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to and Southwesterly from the Northeasterly line of said parcel. :OGET1IER WITH a non-exclusive easement for road purposes purposes over,a strip of land 30.00 feet in width, lyinq northeasterly from the :Iortheasterly line of said parcel. and public utility Fj v Contiguous to and t ALSO•TOGLTIMR WITI1 a non-exclusive easement for road purposes and public util- ity til ity purposes over a strip of land,60•.00 feet in width lying 30.00 feet on each iside of the following described line: \lI BEGINNING at the most Easterly Corner of said parcel; thence north 59. 11' 01' � East•185.04 feet to the Oroville-concav Road.(2A � tpjVOS�-(ao - t�� ®C & K u IiALOPh-U4 Ci F. SERVICES EVELOPMRNT SERVICES - iiiwds �:, (�& 5d°-e- T 5 i i - 1 D•N,y Nownber 19, 1971 ....... UA W x Corpo . STATE OF CALfFOM I U 1 a r,' • . COUNT V OF N I y on PWW !•r �s •• � bolo. • m., M v.do p1. • orry N o*0 "M I � • Ciai.ue�ScaT�9S�e. �. ...�_ �wrr�..�«�•••w•w«••.•••......... tnyrm 19 to b• M ovum OPFICKK PETER I DONNELLY _ � " .A�..kno w oy w4mln m~ vc s.d wkfW.0•dW awr vwvmw •�uC — c+vu•. "^ �"� ZOE •r•wrRf e.rrwnw rtw.er.r aua rA of •o•a•• Coos" GCGA� I mTMEQS ..w a<ir rw- i• WE" Ull- 01. •MW�Y�MM�rM.•MM•.M•. �� 4T•+. .w b •"J w .va.M .•tl d S;Vwwm — tsa7l�Orp1 MAIL TAz STATEMENTS AS DIRECTED ABOVE a• OCT -27-21004 Z3 -id t • it r r 10•a.c IfPrl.rtalnrol 1 ?�T\TI: ()F CA1.1rovNi\ IxH'XTt- OF—_Jju�t-e••--�— rin TiAO®wibAr.•�8�-19'7•-._. . I,rl�+r ..... th• nnM.•ien•+1. ■ X.+..y Pa611r M and Inr rid �<tah., 1.-,..n.11i •M••ar••A-�1)'CIiA `i•�-lie RCOCif-- r ►n..r.*, Ir nl. 1•• 1•' 11r_.... _ . __.— _ . 1'tr+ttlml� rTA - r s _ _ :.,'.rlarl -1 11•r f.+[•.fa1wT 16,1 ra.eU9rd 1!r• �IAIe enNruwrN• / 1,...•an, In rn. L. 1. t. h. :a -.I for .ilb[n i ►n.. n h• nr• L. b• J. Irr•••n• � dv.rin nan..d. an.l ralliflrwlPt� jIn•b uh rel •a L�Lalt •d r6.• .•al•aali�.n a�}IndM111N a• l...�I_.Ic..l h• ; it tl.al .d. b .•.rL..al;..n rt--ur-.1 An• .,Ih Iltttltflln .d it• 1--i I C 1 L c i' A 1 • . •bnhMhl lata m 1.. v 1.� 1ar• ••1 a .^.•lud�•n 11 i' T .a- • ..'t d., ,../.. a y, p".�"' J G. 1'.'7 17 1 RITVF.":.ns W..d .nJ A'id 'al.. (//� �, f i•bavrY Ic13 �.en.ln.r VIAL LEE . Yid Nr CornJan E•r'•u t -t w•� yatlulatlll•naN'lat.r-urapur,p...l •• WarrenG. Sutton .�_—.--. �•...r .TYped M Prinlydl .iW w r .1kid MMr kkkdl I :T\TF: fIF G\L1} 1\ 1:111 NJY tIF_....i + (In _ 1 aq,�.,f�J �O .. l.•I.+•. 1`1•salal,.•-i--¢^••d• a N•darl' Public in and fea rN `4v. Iw-'.naffs at•t�ar..l / •L IT4- r Ln.nn 1.. m• 1•• I•. Ih._._ . ... _ ... .._ .... F11. and .....— — . _ wlh...n V- Me 1- Ir .. ._. ... _ �r•T lary .d 16r nnl.aali.•n Ih.l .an..lrrl IM .ilhin InNruete+l. • z L....n 1.. ... 1.. 1+ dt- In�•.at• .h• rar.•al.,l tike riih;t. r In-t,.mwd ••n 1.•Lall •d thiw nalu.d. kkh11 t•. ln•.wlrilanl h• rR. II,ar •.h-1, —r—ll— --Uled 11%' Mllhlft r n •�. p.......I I.. i1. 1".1... -r ...Jw:.n 1 0. L atJ OFJ ICIAI SKAl- r ..1 da .y..l.. Y LLA MCMORiII�M ^� R fTk�� ny 11•m1 •nd ..R,rial .•al NQIAIh ►M W CM�� 103. ANpEICS GQ'JIf1Y +iaoalul.:✓SJ ��•!•. 1._" �( f�, �t.•t•l.i. MYCilaoilflM l"a/f�.i.li%2 I 401 k ON" �- Gr+• LIN, :I:li� •.\'am.,,lTlin+l or Print.dl ,• < Y Y • kM OF V.+"aW 11 W w 4. Air n M.W ..n TOTAL P.04 1�EI1TOPp STATE OF CALIFORNIA NUMBER: BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 8 TZ 4 6 0 0 as: A ^��c: =—� • —_z :==� —=wM DSION OF CODES AND STANDARDS r-- — MANUFACTURED HOUSING PROGRAM t f' i GzIm:l T Yt' Y I-(A7�. 358 90:s "i> ].1 -f;)(" it• t ' C{. -~MANUFACTURER.CERTIFICATE OF ORIGIN Y,�= M _ _ ,_ _ f= f.�a: ). s�z 3 DISTRIBUTION: 05IGINA4(PINK) FORWARD TO THE INVENTORY CREDITOR' NLE• S,THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).. COPY 1 (W JKE) FORWARD TO THE DEPAf�T1�!�ES1T AT'�P�.Q Q X / _SXCRAMENT0 ICA 95612! 1 SHIN FIVE (5) DAYS OF RE SE. + COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPXTNE UNIT TORS DESTINATIO��± ':` - 1 (_ _ -_COPY_ 3 (GOLDENROD)_TO BE RETAINED BY THE MANUFACTURER. .. _ HCD 483.0 - Side 1 -(7/97) _ - -- ».- r�V��- -❑ CHECK IF THIS IS A DUPLICATE MCO ENTER ORIGINA A NO. w MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING ' s ------ -NUMBER OF------" XX� SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS' COMMERCIAL COACH: OCCUPANCY GROUP;;; MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: ..a ;.2a �'. ... •tr '.J i; `'uT'.3'iS0 r... ; t')J•,n``�.?, h9R`r�•i?, 1"- ' .,:?+ 9S5`ri n;:' iS'.'r ,-. _r ..^.v'1: 9f . . .'. s6.. �J� ?.i' r't: .. .' nTG'.1 MANUFACTURER ADDRESS: ;c) ros,on) trlrel tn5 r.gn Iv SUGGESTED.RETAIL PRICE: - „4 Itya . tate _;sF';`, !"Wir- MA FAC R TR D ME,1 -"- " ^ '^ MODEL NAME AND/OR NUMBER: ^ - ' - -'' ' - -- '-- -DATE OF MANUFACTURE:, -' MODEL. YR NAME OF DEALEM R MNSFEREE (OWNERSHIP TRANSFERRED TO):. - -CALI 6 R NUMBER OR . 5 DATE OF NSFER: -- ----- — . TRANSFEREE DESIGNATION: ' s3Y is t ST: ..S CHICO t' DEALER OR TRANSFEREE ADDRESS: Ci - - .State - ' (zip) •.- ... �{ i r~R-.-' 'INCIENT RY' EUl R INVENTORY CREDITOR ADDRESS: •• .--- ---- _ _ ...Zt _,__..r ��,.., _ •.. .(Streeq _ . State..._ � .� .. ; ; � ;'< .:Sr .... � .>-ti z .G � (City.),., .. •; . , SECTION _ . _MANUFACTURER SERIAL NUMBER ._ _ _ _ _. _ . _HCD INSIGNIA OR HUD LABEL NUMBER .. r _ --LENGTH _ _WIDTH .._-WEIGHT..-_. 1.6 (INCHES) INCHES (POUNDS) SMQ23 ORE 464586 575 162 2'.E,8Q1 �•, 5'7 Ti+{:t1�1lNc'71'e✓aA i'vS0"'�2 ^ .t!l f.i3`19446 rr � � � -3. �['�K 8 ' 'j y y rt �• .5„�i:, Y�,("tf.��' �•4 •q p� �. �S]- -..{... .Y.i+y�1+4.1, 7Y' V•-•+L.?•�M•'y..f�'i*tw i Aai. rf•T.-:VrirNa ,sYt RFI rn';a�'. cRh�'.tTafs.+-.: Mw'�. £.'U 9b.MJ[• -•.i� `X�.V i._.Y.. N1' .. .I.SL_LF S.[ti.f .s.l'M•rr, 7-,,:-f, irti'. :l'eG._ f?7t: j:,' .[:r. .i7) 1`.T.: '�a ..� .. TRANSPORTER NAME: !TRANSPORTER ADDRESS: ' '.i_; ?'.. _ '(`4>,'�it 'C :,:i:l i5 )'f �' i.fir. •C. g1;'. i'I .'. (j1'�.,.':l[-61 ._ : 4ii ,zr� .... .:1i t:?{ ' ..:2,.. ..1 .i7�',l I l� CA� W{ ♦•i�: (Street) "_ _ __. -. _.., r..�- C.r. _ —. _ _.._ )u6 Ids.'. �} .Y f- �1i•?�.'2 ' State DESTINATION FOR UNIT DESCRIBED ABOVE: s.=cTt yt ; iCi•f A.L. /EN-WEST-HONES.CHICO__« IFIC:Hxs� LLC—CHIC0,CA_35 ` N state zc>-:_• _ 1 certify ufKler P of Parry under Bte laws of the State of California ft above fads are hm erid correct DPNY LINN OR 1.10/22/04 /c M . t scaled on Ex , , (Date) -y - (County) I:•1 'TAn SIGNATURE OF AUTHORIZED AGENT:- [ DISTRIBUTION: 05IGINA4(PINK) FORWARD TO THE INVENTORY CREDITOR' NLE• S,THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).. COPY 1 (W JKE) FORWARD TO THE DEPAf�T1�!�ES1T AT'�P�.Q Q X / _SXCRAMENT0 ICA 95612! 1 SHIN FIVE (5) DAYS OF RE SE. + COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPXTNE UNIT TORS DESTINATIO��± ':` - 1 (_ _ -_COPY_ 3 (GOLDENROD)_TO BE RETAINED BY THE MANUFACTURER. .. _ HCD 483.0 - Side 1 -(7/97) _ - -- ' /J/)? �3 SITE PLAN REVIEW APPLICATIIION AP# SO -M r Permit Number (if applicable) 'P APPLICANT INFORMATION Owners Name: Qmms;& Address: Telephone No.: Situs Address: Parcel Size: r O� a &v -S Proposed Use: w Residential ❑ New Single Family Residential Single Family Addition ❑ Single Family Remodel Mobile Home -- gw Residential Accessory ❑ Permanent Second Dwelling 'COUNTY ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer SEP 21204 ❑ Multi -family DEVELOPMENT ks SERVICES Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally App r ed Resolve Problems Prior to Approval Site Plan Stamped Approved By 42�� t1l" Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: -.1-600 ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain. (See attached), o Flood Zone: �X Flood Panel No.: 0077 CEfs�sc Index Date: 4 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance ❑ Detached Building Use Form '❑ Encroachment -Permit---- ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 5� Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads - ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- 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 51 Deeds: Date of Creation: l < i R 777 ( Legal Access Provided: ❑ No Yes Deed of Reference: 6K'1 I Legal Access Required No Yes Parcel Frontage on Publicly Main ed Road: ❑ No E Yes, Road Name: �/f0- Onow Woa Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ' ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ ❑ Subdivision Map/Parcel Mme: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineeredfoundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa IN 0 LSI Summary of Specific. Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:V,arrys\Building Permit Site Plan Reviewl :doc Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING September 28, 2004 Mark Bledsoe 2746 Sweetwater Trail Chico, CA 95926 Subject: APN-058-190-148 Dear Mr. Bledsoe, The Butte County Department of Development Services, Planning Department has reviewed the submitted permit for a septic system at Schuman. Lane, and we require the following information to continue the review process. Planning Department Approval Requirements 1. Creation Deed for APN: 058-190-148 A Creation Deed is needed to describe how and when the parcel came into existence. 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 for a fee). Should you have any questions please feel free to call Lana Adler, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-6706. Since 7.1 Jos p'h W. Baker PJ6nning Manager OCT -2? -2004 2.S•1d 1'1111 VHLLCI ii �� ••• ••�•• _ t F E I17 SPACE AeOve !"4 LI. MAIL TAX STATIME14TS TO: GOCJMffAAY TAAlf M'TAX 119-90 _ i Andrew A. Uhleeitett ' ..eve re a .•• c«W�e,eeowerwhw d enpenl o...w+e 011 VA?O East 13th Ave . Sp. G-11 Cav* a an ov m.aM.wthm W •+a 4w asap W rawbnwo 1 AYro»P California 'SAX FNQ a sof —mow �f br-rirrw �. ywMr�l7 r• - �.. Kid Valley •Tltls GRANT DEED FOR, A VALUABLE CO"OERATION, FWGW of w kh k hWlbV edcw+lueflia. TEX M CCtPO$ATIONP a Caliloral& eorpontift hely GRANT(5) to ANDW.4 A. I1+i2dNKM, a e am `J � � / � ✓' 2 , tlu nel property In tlN C;Vy Of uninew"mted t� 1 C -A" 911 Batts : Sum 44 C«lfaw>A. e- M o - rr Being a portion of the Southeast quarter of the Northeast quarter of Section 33, and a portion of the Southwest quarter of the Northwest quarter of Section 34, Township 22 North, Range 4 East,:•I.D.B: s K., and more particularly des- cribed as follows: C0:•tyENCII:G at the quarter corner common to said sections 33 and 341 thence North 740 45' 36'- !dost, 573.86 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning. continuing North 74. 45' 36" We5e, 139.68 feet; thence Worth 20. 43' 40" feat, 837.62 feet to the centerlino of 4.60,00 foot road easement. said.point beinq'en the arc of a 14o.00 foot radius curve concave to the southwest, a tangent at said point bears North 89" 02' 46" Last; thence Southeasterly along said centerline and the arc of said curve, through a central angle of 220 03' 40", an arc die- tahce of 53.19 feet: thence South 69. 53' 34" East, 117.65 feet to the begins- ing of a 360.00 foot radius curve concave to the Northeast; thence Southeast - 1 the are Of said curve through a central' angle of 16. 39' 15", an .arc distance of 104.64 feat; thence South 850 32' 49' Fast. 68.56 lost to the beginning of a 200,00 moot radius curve concave.to the 8cuthwest; thence South- easterly along the arc of said curve through a central angb of 510 24' 07" an aro distance of -179.43 feet; thence South 349 08' 42" East, 49..15 feet to the beginning of a 360,00 foot radius curve concave to the Northeast; thence South- easterly along the arc of said curve, through a central angle of 30. 50' 01" an arc distance of 193.74 feet; thence south 64' 58' 49" East, 59.30 feet to the beginning of a 160.00 foot radius curve concave to the Southaeati'thence Southeasterly alone the arc of said curve, through a central Tingle of 25' 23' 05' an arc distance of 70.89 feet; thence South 390 35' 44'" East 98.19 fest to the beginning of a 120.00 foot radius curve concave to the Northeast; thence Southeasterly and Northeasterly along the arc of said curve through a central angle of 31° 13' 15", an arc distance of 170.11 feett thence leaving said cen- terline, South 59. 11' 01' taest, 634.,.67 feet to the true point of beginning- v. o RESE'ivl:;S T:1Et'.I;l'*t0r1 a non-exclusive easen2nt for road purpooe8 and public utility purposes over a strip of land 30.00 feet in width, lying contiguous v to and Southwesterly from the Northeasterly line of said parcel. �y :OGETIIER WITH a non-exclusive easement for road purposes and public utility C� purposes over a strip of land 30.00 feet in width, lying Contiguous to and } northeasterly from the :Iortheasterly line of said parcel. ALSO•TOGETIMR !'1ITI1 a non-exclusive easement for road purposes and public util-Soo ity purposes over a strip of land,60•.00 feat in width lying 30.00 feet on each iside of the following described line: BEGINNING at the most Easterly corner of said parcel; thence Horth "S40 11' 01" East•185.04 feet to the orovilie-concov Road. vo %� OC i L U Y1�O�LO#'NAN f G '" L &Y-5 0� 2 d C DEVELOPMENT VICES SERVICES SMVICES 0'L � ��sd i 1 1 J i OKE ""T"r 19, 1971 _-- • _ on lI Corporatio 4t•ArE CF CAL40MIA 1 CCUNTV Gf ' twtor• m., IN vMorlprd. � otorr ►�Mk• N nd NK ulA •s_ •. a Cs�.iie��F�i�a Ma to tw M w� ror r nw— ntMM ��-- anew MAL kMto R N PETER J. DONNEILY rI bed to 0%. wlthl" Imim mw:t wOd wk(-&W*dW dW MVMW PUMu0 — uvattw F�� o■�a ted t1r ttmo orw"e W" orwoa w 1 MTWkes qtr rir ueo ~k4*oou�n Il f� cr�l�lo� Ww I�r. tm - low ItyIM) MAIL TAX STATEMENTS AS OIREMO ABOVE OCT -27-2004 e.s; 10 1.11 L VP-ILLC 1 I i i �I- �"•�' "�"" d TOTAL P.04 1 farryrr.r:.Nt 1 ' OF CAI. VOWNI\ coINTl' 8 ] 9'1�--._.. _ lrl�....... th..�A••�•iennl. a \IN.y Pamir h+ 0.1 W rid va16., Irr•..n.11i .Mwr6•A-�I�C11a �•-�RTtOOC� �.. —_ 11r.K1T1. ►fta - r ►,p�.•r6 16• M. l•• Ir 11. _.�.._ _ . ___— __. YrMt ra.eUsed IlW willsin InMrvtrM- io 1. `�+•urf -t Ib. r.r l••tN •••n �n.•.e to m• _ _ st .� M �,,. p• nr• 1.. b• J6- I�r-••n. rh.� . •N-61 thr .illun ta111PwINrrwA� dN�6 rin uanwd, and p1ttNN111N � lo•b uni.hl ••n 1.•h.rll •,I tl.•• .•N 1^rali�n -dc• •I n. a. Ilrat .e6 b r•Nt••rar:.N n1 -run -1 dn• .ah. NIIIIIII�M � e•►n •.I C 1 ' ,.hn6•n •A is, 1•.atd A 1' i 1 .t 6N6n-Id putala66t w :1- 16. tar. ••r s • , • a /.� WA ,t�•� G. r -1-`T—.0',1= .:i .i..-•a..r.. PIT�t:" n.Y h.nd .n.l rdfirid mal. 0 .: .rt is . •1.1:1 M,.. @i:$�. �1"�' f Cwr'ntla.. f.r •er feb.oeY -' :.en.n...�L --' Mr �.N11t:plp.upl:NL1-r1all1alt.Ip11[6...t .. . ;terren G. Sutton__•• •� %.,,,r rTYprd oar 1'riKl�l 6iW w r �1W MMrI .�1 • ` t0'...c� .�.. 66_66 ... 6666.. ._.. .. .. ... I :T\TF. OF G\Lli It Iln - (j a.L...i_%! - �9 � � .. 1.•16.r- m.-. 11., 6n� arm' Pu161ir in an! la rd v,l.•. 1.•r_..nall> u•1�ar..l / •1 aiY4.a- r 1nr•.n 1.. m• 1.. I.•. 1hr_.—. ... _ ._. ..__ 6666 pry aryl 6666, _ . _ ■ = lm..n t•. nv N6 L . ._. ... _ �rrT Uy nt d6r nnLoan�•n Ih.l .art.r1r�11 IM .ilhin InMruere•t, In -n �.n.yq ••n Lddlt •a d6: r.N ryrrK6o Ilse -in mond. NI a ln•..Irda�l 1•• m• 11111 -N.•h 6vpoli•w ry+ulrA Iln' W11116 ray r L .t ......... yrOFVIMAI �SUAALL LLA VCIAVWMy .. C*I w1TN/:•: mt 11-6.1 -11 dlrid -••nl. WART NW'C'CARO"µ 1py. AW=ES OWOM L < Lac•. �Y►1 ryc«.oaarwlr.atl►ny �ianal Yl._ _!i? N�.�,�,. Wt k $Pdd t11w_ alendit. to. vita I _�• 'V.n�.,,iTtrrl nr I'rlMrdi �• I _ OF Ita4 w a. err -Mw TOTAL P.04 Mid Valley Title & Escrow Company cusromfl"z SEIRVICE DAA--ZL---2-B ,T"XmEY--__- T'0 : , FeR 0 My NO. OF PfIGFS INCLUDING COVER t ttGf: _ � __ NOTES: 1�+� 1 �� �r� �� �� �ti ter, �� `�• I� '�\ � 1� �� �� �� � � ����� TIS f+v.[ 1 `� �• �� �� �� � �� � 1�. �� P.O. Box 3039, 95927 0 601 Main Strcat 0 Chico, CA 95928 (530) 893-5644 0 Fax (530) 893-1853 NOTES f _ 1 RESIDENTIAL 058-191-148 05-0536 l3LEDSOE, lUARK w PERMIT NO.; 353,0 SHIURMAN LANE, OR.OVILLE i Cont: RIDLI`:E INSTALLATION NEW DECK SPECIAL CONDITIONS GHECKED 1BY �SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Dat I 1 Signature 4 J=OK 0 = Not OK = NotReadytabte 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch Elec.; Enclosures; Conduit Entries -Terminals -Listed 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) Health Department Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date C DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 24 g Requirements -Se bac -Easements Egs; Soils-Sizea -Spacing-Connectors-Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI • 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Lioht Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 71. 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter 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 ❑ Yes D No 83. 32. Service -Riser Conductors & Ground Main Disconnect 84. 33. Equip. Clearances Panels-Motors-Mech. Equip. 85. 34. Clothes Closet Light -Shower Light -Spa Light 86. 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 91. Corrections from Previous Inspections 36. A.C. Ducts Insulation & Support Gas Test -Meters Tagged, Gas -Electric 37. Vent Fan, Exhaust above insulation Water & Sewer Connected -C/O to Grade -HD Approval 38. Condensate Drain & Overflow, Size & Grade Energy Compliance Certificate -Other Certificates 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Address Posted 40. Attic Access & Platform if Furnace in Attic Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP050536 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHIC;O) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/18/2005 APN: 058-190-148-000 the Business and Professions Code, and my license is in full force and effect. / , �. —, q r, License Class:: � License Number: Site Address: 3530 SHUMAN LANE ORO Date:ilall��ontractor. : YXL Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: open deck, (96) Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BLEDSOE, MARK AND MURPHY, CHRISTINE to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 2746 SWEETWATER TRAIL 7000) of Division 3 of the Business and Professions Code) or that he or COOL, CA. she is exempt therefrom and the basis for the alleged exemption. Any 95614 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: RED LINE INSTALLATIONS INC such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 13407 GARNER LANE year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale). (530) 895-5543 ❑ 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: RED LINE INSTALLATIONS INC pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 13407 GARNER LANE CHICO, CA 95973 Date: owner: (530) 895-5543 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: License #: 848025 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and-�policy number are: Carrier: Policy #: % 72 s 5- dq rotal Square Ft: 96 S.. F. Valuation: $960.00 ❑ 1 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 workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applica'�t //Li 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. 0� GJ { Aoewls � CONSTRUCTION LENDING AGENCY This permit i hereby issued under pplicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Re olutio o do work indicate abov for Which fees have been paid. /Y� performance permit BY� Date: Name: PERMIT EXPIRES ON: ! Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize repre entatiives of ytte County to�ennterr upon the above mentioned property for inspection purp ses. Print Nam e\— -�.�1l�i ey �yCJ� X Signature..Jy, 5 Date: ^ • - �l/'1� ❑ Owner❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01.16.04 pq 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION APPLICANT NAME OWNER Name Name Address Zip 7 City LoL Fax _ .2-0 State Zip Phone State Fax E-mail Planner APPLICANT NAME CONTRACTOR Name Name Address Zip 7 Address U Fax _ .2-0 State City au ct.9 Phone State Zip Phone _ y Planner Fax Fql _ &7 d-0 E-mail Lic. # O Of- APPLICANT NAME ARCHITECT/ENGINEER Name City n t Address Zip 7 City Fax _ .2-0 State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Address E City n t State Zip 7 Phone _d? 19 Fax _ .2-0 E-mail AP LICANT SIGNATURE X a—C C� I For office use only: Zoning Received by: Amount: UJ o • "" 6�� Flood Zone SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPOS-D 5736 BIN # LOCATION AN P operty Address Cross 8tM WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 Received by: Amount: UJ o • "" 6�� Bldg SRA Receipt #: `� T v 4 Sheriff SMIP 6- Other Date: v % � 2� (k. cO Total K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B),Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-singned b r the engineer, Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer, ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SUbRgmts.doc Page 2 of 2 REV 4-30-04 r-r"'�' :.."'"-'"_1'�`'�"n'P � �w-+.r.78i.F.^{,;;.IC..rw� .-.+ti.'w:. «� fr... ^ ..-�--r.:^-..'.-+.... -. •L - r . .':. 4 ` COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroviile, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT_ APPLICATION DATA SHEET OWNER: _ �3L �� A r!/' ,�� ASSESSOR PARCEL NUMBER. Q58 -'/90_/y5 Proposed Building Use: ��� sc_-,o-� / Z 5 Counter Technician: C& _Z�> Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. I r , 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . I N 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) 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 �p 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. �❑ 116. 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 ................... :..................................... .............. ..... 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 ❑ paid. Sent by: ............. \E7 24. Planning approval (A) Use:(B)Parking: (C) Parcel Check:_ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form.................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. 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 ................................. ❑ 34. Manufactured home utility clearance.......................................................I....... ❑ 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 111-6- oS 9' a44,hjRZ=ate=��7and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant. Date: ,�- -2-P .65- 1. S1. Index per it application f9f the above items numbered:1L]%L Plan Check Letter 2. Additional items required.:;Ro\, 1 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter Date: Plans reviewed b Date: Plans approved by: Date:Structural revTeAby: Date: Structural approved y: / Date: Note transfer _ Date: �_ Yellow: Building Division COUNTY OF BUTTE ®D So�3 DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROP SED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised -Plan Checking Fee.... $ A.P. # lC�0_/Y8 DATE 2 RECEIPT # DATE REC. 2. SCHOOL DISRICT FEES (paid at School Dis t Office) (form available after Plan Check) _ 3. SHERIFF FEES (paid Building Division) Residential............ X $360.00 =$ _ Um 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. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Co ercial (sq. ftg.) .......... X = $ Sq. Ftg. Amt. /� / 0 10. OTHER �'S1/`�� �" 4_2�� 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 clicking process. Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) ®e.part nient C o u n t J. Michael Crump, Director t ®f Public ® f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (5.30) 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 fLRSS THAN I ACRE Project Description: �� I/� �c ( —CJS ,r d �v V Protect Location and/or Parcel Number: / -1 - 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: M i n Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department ofDevelopment Services OTrF 7 County Center Drive 0 a Oroville, CA 95965 0 .'� , (530) 538-7601 Telephone o "'� G (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name.. _L� ��' &' 6"_� 1 . Building site address: 2-7q& Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: GNATU E OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/BldgPermitwithoutClearances 020705 Drawing List Sheet Number Sheet Name AO View of Deck & Notes All Floor & Foundation Plans A2 Exterior Elevations A3 Cross Section & Details L^ General Notes: 1. The Builder shall field verify all conditions and dimensions prior to proceeding with any work. •' 2. Dimensions take precendence over drawings.' Do not scale drawings to verity information. 3. All construction shall comply with the local governing building codes and ordinances. 4. The Builder is solely responsible for all construction means and shall maintain the structural Integrity of any construction until all final lateral and vertical carrying systems are completed." Stair & Handrail Notes: ell 1. All stairways shall have a maximum tread rise of 7 3/4" & a minimum tread width of 10". Z 2. The greatest riser height and tread depth shall not excede the smallest by more than 3/8". 3. Handrails to be 30" minimum to 38" maximum In height. Ri ht Front Corner View 4. Minimum headroom to be 80", measured from the edge of stair nosing. 1 Footing Notes: M 1. Footing sizes are based on 1500 PSF allowable soil pressure. " Builder: Redline Installations, Inc. Designer: Ross P. Farland Project Title: N,,om eawoae zeas aar+renoe s"ee11 13407 Garner Lane 8410 NW Gilliam lane owner: w-emmeao:w,mow-phy orawm0smo awi.n Chico, California 95973 Portland, Oregon 97229 View of Deck & Notes AA A0 (V) 530.891-6719 M 503-291.7160 Project Address: 11471m caabnia (F)530891-6720 ( 503-291-7181 woes P" .: 2narm0ee59:40au , b to + UP 2 x12 PT Stair Stringers @ 16' O.C. Handrail 1 Deck Floor Plan 3/16" = 1'-0" Existing Residence Handrail \� 2 x 6 Decking Over 2 x 6 Wood Joists @ 16.O.C. 4 x 4 Posts J 2'.0" 9'.61/2• 2'.0- 2'.0- r '-0°2;io•r I Li J L'J b I 4 x 4 PT Wood Post I I o L o i tV 24'x72'x10' Concrete Footing J 24' x24• x 10° Concrete Footings 2 Foundation Plan 3/16" = 1'-0" Builder: Redllne Installations, Inc. Designer: Ross P. Farland Projed Title: D� Ju.D= 2aeos Dmwre nm S iw W. 13407 Garner Lane 8410 NW Gilliam lane Owner. w ewm aawumwwnr onwrosw. v,s -ra Plans Al Chico, California 95973 Portland, Oregon 97229 Floor & Foundation (V) 530-891-6719 (V) 503-291-7160 project Address: '11474 L (F) 530-1191.6720 (F) 503-291-7181 esus anwdo": 20rm05e10Dn4,w Handrail Existing Residence Note: L' --J .• .J Verity actual slope Placement of concrete footings relative to the exact slope are approximate. Posts might be shorter than shown. 2 Left Elevation 0" Front Elevation 3/16"= 1'-0" Deck Leve 0'-0" V Ground Level� -4'- 011 V 2 x 4 Cross Bracing Builder: Redline Installations, Inc. Designer: Ross P. Farland Project Title: b.om k..Da Mos mug ns. emm W. 13407 Garner Lane 8410 N1N Gilliam Lane Portland.Oregon 97229 Owner: ,�,� ebm"" a a1"ui"e u Ww o<mwe saro 3116'- Pd' Exterior Elevations A2 Chico, Call! 95973 (V) 530.891-6719 (V) 503-291-7160 Project Address: 11.74 Sh L"0 (F) 530.891-8720 (F) 503-291.7181 ssess amaman: art 7009vos.,ua _ _ Top Plate 9' 0" Existing Residence New Railing Deck Level 0'-0" New2x4 - Cross Bracing Ground Level — — — — -4'- 0" 6 0 32 N 1 Section 4 3/16" = 1'-0" 2 x 6 Decking Wood or Synthetic 2 x 8 Joists ® 16' O.C. 4 x 12 Simpson HUC412 Beam Hanger 0••11' ' MIN max- 4= Simpson 1.1.1126 Joist Hanger (2) 2 x 4 4 x 4 Wood Column 4 z 4 Post Pressure Treated 6 x 6 Concrete Column Stem Simpson P844 Column Base Grade c HUC412 Hanger 1.4 f' 6,x6, vm"'ee stroma-ne 24• x 24' x 10' 2'.0- (2) 74 OWLS Sim son P844 Column Base n Concrete Footing 4 n Post Cap Footing Connection ewe one 2-23n5 D dv t1b aaM m. 1/2" = 1'-0" I "I° Cross Section & Details Builder: Redline Installations, Inc. Designer: Ross P. Fad and Project Title: ,b„om, 13407 Garner Lane Chico, Call "a PNee°en: 20=0990D: AM 8410 NW Gilliam Lane Portland, Oregon 97228 1°0 ai°WeB Ae wow 67"95973 (F) 530.891-6720 (V) 503-291-711 (F) 503-291.71810 Address: Plate i' 0' 2 Section 5 3/16" =1'-0" 4 x 4 Pressure Treated Wood Column Simpson PB44 Column Base 4 x 12 Beam co 6 12-16d Fastners 4 z 4 Post 6 x 6 Concrete Column Stem HUC412 Hanger 6.16d Fastners vm"'ee stroma-ne rMNIJa1N SMEWFA .wC (en peso Sim son P844 Column Base n Simpson HUC412 Hanger 4 ewe one 2-23n5 D dv t1b aaM m. I "I° Cross Section & Details A3 PNee°en: 20=0990D: AM . I., Ta G PLYWOOD CC EYT 6' 7YP. 4,,eta 1 ,. ! >11 X vl FRMNfz CLI P. UlUIR STRIIJGER. ?DP VIEW H AUD RML -AI OT 51101119 • FOR G.ARITY. 2"Kb' DECKIh16 '(ALT) 3y, BOLT ' Space{ 5o 4htt+ at GIRDERS - _ _ y'I Sphere c'ann8-L- 1'!s' TAG PLYWGDD CC EXT. •. q-,cq• .n �oacYJ -(M MOBILE IIDME OR DECK ' . � 1 � N MTL. FRMIJ � MAX. Mh CLIP (EA. DE 9"MIN 4 Oil . ' 4?lti% POST GUARDRAIL ' "2DF. _ B (� Is b� VIA"PRESSURE' 7RrAT£l an •� � DECKM G ' GIRDER 00LTS RFDW000'P1.A7E .' •4 PRECAST 4x4" POST 3 sMIIJ� iIDFQU4TE' DIA40NAL BRACING. TYPICAL R591DEJVTm srsp.S•aNv/,�p,FCK ' ' ' '("• '� ` " riOUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORI(S 14°x1 dMIN. F.007.�N6 7 County Center oflVe — OfoV111e. Celllernla 95965 'Telephone: c 'i E.H.,gSE ONLY X104 YSeA Attached Floor Flan Anacttaa— Scnzto B.D. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 114 .� a4BL4fro—N, Owner c Location AP# Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Public Private Well Environmental Health Specialist Date 8/96 Drawling List Sheet Number Sheet Name AO View of Deck& Notes At Floor & Foundation Plans A2 Exterior Elevations A3 Cross Section & Details _General Notes: 1. The Builder shall field verify all conditions and dimensions prior to proceeding with any work. 2. Dimensions take precendence over drawings. Do not scale drawings to verify information. 3. All construction shall comply with the local governing building codes and ordinances. 4. The Builder is solely responsible for all construction means and shall maintain the structural integrity of any construction until all final lateral and vertical carrying systems are completed. Stair & Handrail Notes: 1. All stairways shall have a maximum tread rise of 7 3/4" & a minimum tread width of 10". 2. The greatest riser height and tread depth shall not excede the smallest by more than 3/8". 3. Handrails to be 30" minimum to 38" maximum in height. 4. Minimum headroom to be 80", measured from the edge of stair nosing. Footing Notes: 1. Footing sizes are based on 1500 PSF allowable soil pressure. A 1 Ri ht Front Corner View r ENVIRONMENTAL HEALTH MAR 1 h 263 1 COUNTY CENTER DRIVE View of Deck & Notes AO P&W.: vaarmase:MAM Builder: Redline Installations, Inc. Designer: Ross P. Farland Project TWO: N-Dseek r moam 2aB: 13407 Garner Lane 8410 NW Gilliam Lane Owner: Ma* Bledm6UvbIIMWMhy amMq&.W A. Chico, California 95973 - Portland, Oregon 87229 (V) 530.891-6719 (V) 503-291.7160 Project Address: ) c'e"ro' cermet (F) 530-891-6720 (F) 503-291-7181 • 95M A 1 Ri ht Front Corner View r ENVIRONMENTAL HEALTH MAR 1 h 263 1 COUNTY CENTER DRIVE View of Deck & Notes AO P&W.: vaarmase:MAM I No ------ I I" I I ",,I I 2 x 12 PT Stair — Stringers @ 16" O.C. Handrail n Deck Floor Plan 3/16" = 1'-U" Existing Residence Handrail \� 2 x 6 Decking Over 2 x 6 Wood Joists @ 16° O.C. 4 x 4 Posts 2'-0" 9'-81/2° 2'-0" 2'-0' �J� 0 0 '—L -7---J -=J LTJ �4x 44 PT Wood Past I I L v o � —roe N —51 24' x 72"x 10" Concrete Footing 24'z24'z 10" Concrete Footings 2 Foundation Plan 3---_1_O 16" = 1' 0" F r ENMRON&IENTAL HEALTH MAR 7 COUNTY CENTER DRIVE Builder: Redline Installations, Inc. Designer: Ross P. Farland Project Title: wm om Is—Mm amos DmMre TIN ShM ND. 13407 Garner Lane Chico, California 95973 8410 NW Gilliam Lane Portland, Oregon 97229 Owner: um�ah�ooeamu".wngn yrs ra Floor & Foundation Plans Al (V) 530.891-6719 (V) 503-291.7160 nuesi.,m��e Project Address: (F) 530.891-6720(F) 503.291.7181 awib.c�ummm 95885 Pd.W- = 0088.9094NA Handrail Existing Residence Nota: Verity actual slope Placement of concrete footings relative to the exact slope are approximate. Posts might be shorter than shown. e-,-) Left Elevation 3/16" = 1'-0" Builder: Redline Installations, Inc. Designer: Ross P. FarlandProject Title: w.oea t—om 12 a-05 13407 Garner Lane 8410 NW Gilliam Lane Chico, California 95973 Portland, Oregon., 97229 Owner: wn<aadso°acrwunorA°yry omw�s°ar° ans•_ra• (V) 530-891.6719 (V) 503.291.7160 traa sruman rme (F) 530-891-6720 (F) 503.291-7181 Protect Address: .caumma Deck Level n �v Ground Level n 4'-0n 2 x a Cross Bracing n Front Elevation 3/16"= 1'-0" ENVIRONMENTAL HEALTH MAR �.:� '2005 7 OOUN11 t' CENTER DRIVE or"mry rk , Sm W. Exterior Elevations A2 Pdmdon: 22B2 a00021AN Existing Residence EM"►lRONMENTAL HEALTH MAR 14 2 G5 7 CCUNTN CENT`R DRIVE Top Platte _ Top Plate — — — — 91-01, t 9, t New Railing Deck Leve_f_-a-% 0'-0 F New2x4 Cross Bracing Ground Level -4' - 0' o a€ a 1n U) Lf 1 Section 4 3/16" = 1'-0" /2�x 6 Deck ng Woor Synge lic 2 x 8 Joists Q 16' O.C. 4 x 12 Simpson HUC412 Beam He nOer 2 Section 5 3/16" =1'-0" Leve— I 0'-0 Level &--N 4'-0- 0'•11"_ MIN Yo Simpson LL126 Joist Hanger (2) 2 x 4 Wig_ 4 x 4 Wood Column 4 x 4 Pressure Treated Pressure Treated Wood Column Simpson P844 Column Base 4 x 12 Beam Simpson PB44 Column. Base _ .0 m 12-16d Fastners 4 x 4 Post Grade R91, ` 1 •. t r e " ' • 6 x 6 Concrete Column Stem 1 I .t• pY _ . HUC412 Hanger 1 6" x 6" _ _ I C - •.� _ 1. I _ _ _ _ • 8.16d Fastners j 24". x 24".x to'• 2' • 0"(2) #4 DW LS gA 8 Concrete Footing g V -p— Strc"p-ne i4ANma1JASIDECOVE9 IIUC (on Poal) Post CaD Footing Connection Sim son PB44 Column Base n Simpson HUC412 Hanger n 4 1/2" = 1' 0" 1/4" = 1'1' 0" Builder: Redline Installations, Inc. Designer: Ross P. Farland Project Title: N- .k M. 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