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HomeMy WebLinkAbout058-830-167MOBILEHOME.W/O PERMITS 12/4/96 I 058=830s 5�'-"� 302i67'. -PERMIT# 9 7-14327 *,B U S H t,7005 ' "Rd'.,L,,'0rovi Bunker. 'Il .Mobileh6me U t ii i t" i e's' LE T IC % li7 - Q ' -4 , i " V COMPACTION, TEST RE 17 _,,GAS, LINE tt ' 6UPPORT,,STRUCTj, REQ 058:43_ -d_ -T67- 1741 BUSH, ANN �` 7005 USH'ANN7005 BUNKER HILL MI �OVILL N& D., OPOVILLE CONTR: 0 m1fu ELECTRIC.�...'_ 7. GAS COMPACTION.,TEST'-REQ SUPPORT STRUCTURE REQ` 058-830-167 `4 -:.00-2467 BUSH,'AN14 I 7005BUNKER HIL . L M[ 9 J�i W'' OR CONTR: PHIL f2wEG. E-N'_'N-­'� Nffq� . I � _F EX 81TE ck b�-4 —.4 WIRMIT NO. _ 111-130-167 00-2467 BUSH, ANN 7005BUNKER HILL MINE RD ORO. h CONTR: PHIL DECANN MH ON PERM F'ND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) or DECAL(THE INSPECTOR MUST RETRIEVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S jj SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address_ GAS Meter By Date D ELECTRIC Meter By Dat h, `'JOB FINALED (Date)Z- / Signature Z�l Q4 4\ COUNT E - DEPARTMENT OF DEVELOPMENT SERVICES BUILDING, DIVISION NOTICE Post this job card In a safe, conspicuous place. Do not remove until all required Inspections are made and building Is approved for occupancy. Plans must be available on the job site. A.P. No. Owner. Contractor 44 Permit No. VILA Expires PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE INSPECTOR Piers Underground Conduit Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab t-raming Shower Pan Insulation Fireplace Throat I I , I :::>.............. Y.M. u Scratch and Brown Sewer Service Water Service Pool Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY .. .................... . ... nf, rfi. ......... . .. .. ............................. Oroville - 7 County Center Drive 538-7541. 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 N 3 1-T a Q71 I REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTR approved as 'submitted [*approved with conditions per attached �zite Fig' ature t`-�-- 0 A 7 %4 /"moi ceL (� 057- Tic / 6 y- ow A �+ �► QuSJi F % LERcn Li vcc— 10 �g .%saci I Oo FT � � I i i i i . y . i X ( ' o r M re PAI ME' AAM ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EAvEMENTS. A SET BACK OF __&L FT. FROM THE SIDE AND 3D FT. FROM THE REAM PROPERTY LIMES AND FT. FROM THE ROAD CENTERLINE SHALL BE CLCCLC EAR OF STRUCTURE'S AND EQUIPMENT EXCEPT I 1 v/ I i,° I 0�� f IE r r. l CDF FIRE SAFE REQUIREMENTS 00 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are 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. [ J 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 provide for_;hy the land owner. Driveway Standards j 1273.02 Surface-.TA1-1.-driveway- -surface s and structures- .(bridges., 1273.07 culverts and other apPartenant structures which supple- ment the roadway be I'lor shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire.apparatus weighing up to 40,000 pounds. [�] I 1273.03 Grade. Not to exceed 16 percent unless paved.. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- `100 100 feet radius; 2 feet. to* those from 100-200 feet . 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. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�} 1273.05 Turnouts. Shall be.a,minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. l`1�1 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length.. Page 1 of 3.,. AP # PERMIT # NAME (] .1273.10 Turnouts. Driveways exceeding 150 feet in length,'but less than 8.00 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: rV-t 1273.10 Turnaround. A turnaround shall be provided at .all // building sites on. driveways over '3.00 feet in length and shall be within 50 feet of the -building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than JJ the roadway it -'serves. [1�] 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 that roadway. 3. W -here= --a one>--way--r-oa-d---w. t-h-a--single-*t-raffic- lane - provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ) 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from zl] 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. I)Q 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road 'and driveway construction and fuel modification shall be completed prior to completion of road construction ar fi_ial inspection of a building permit. Page 2 of 3 4. AP # On-z-4--� .PERMIT # Other Requirements [ ] If Buildina Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves &L'S4 14411 NAME [ j If Building Setback is Less Than 15 Feet. Choose any.3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D. - Glass area not -to exceed _0% of wall area toward property line with insufficient setback - Siding from the follov�t:?ig list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonryweneer . Metal Other Butte County FA'e Department approved materials 00 0! Date Signature Page 3 of 3 17__11 _ P L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 December 10, 2001 Ann Bush Charles Reese 7005 Bunker Hill Mine Road Oroville, CA 95965-9201 RE: Request for HCD 433 A (Mobile home on Foundation System) APN 058-830-167 7005 Bunker Hill Mine Road, Oroville Dear Ms. Bush & Mr. Reese: The check in the amount of $11.00 that needs to be sent to H.C.D. is staledated. In order for H.C.D. to process your request we must have you send us another check in the amount of $11.00 to resubmit to them. In addition, the 433A that was recorded by our office on November 27, 2001, cannot be sent to H.C.D. for processing until we receive the decal or a letter stating that the mobile home decal has been lost For your convenience I have enclosed a copy of a letter you can sign and return in place of the lost decal and the staledated check for you to destroy. Should you have any questions concerning this matter, please contact Paula Atterberry at (530) 538- 7541. Si cerely, Paula Atterberry Plan Application Assistant I Decal # LAA6849 has been lost. Date: Owner Signature: 0 FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 00-2467 Address or location of unit: 7005 BUNKER HILL MINE RD., OROVILLE, CA 95965 Legal Description of Real Property: A.P. #058-830-167 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: ANN BUSH Owner's address: 7005 BUNKER HILL MINE ROAD, OROVILLE, CA 95965 INSIGNIA OR HUD NUMBER: DOH184310 SERIAL NUMBER OR V.I.N.: 085412S2186 MANUFACTURER'S NAME: CONCORD OFFICIAL APPROVING INSTALLATION DATE: 11/26/01 PHONE: (530) 538-7541 H.G.D. 513C RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -Nov -2001 2001-0055570 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ANN BUSH REAL PROPERTY OWNER/LESSOR 7005 BUNKER HILL MINE ROAD MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SANIE") MAILING ADDRESS CI'h' CUr1TT ..HATE ]IP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 ITY COUNTY STATE ZIP 0-2467 (530)538-7541 ( ikD Yk %1r A I . 17 TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIALU DATE NONE DEALER NAME (if not a dealer sale, write "NONE") DEALER LICENSE NO. CONCORD 1975 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER 085412S2186 56'6" X 12' DOH184310 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 058-830-167 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. LEGAL DESCRIPTION A.P. #058-830-167 All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Parcel 1, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on January 19, 1972, in Book 40 of Maps, at Page(s) 82 EXCEPTING THEREFROM all minerals below a depth of 200 feet and the right to extract said minerals by means of tunnels and/or orifices from outside the external boundaries of said Parcel, by Deed recorded August 28, 2980, in Book 2546, Page 7, Official Records. TOGETHER WITH AND RESERVING THEREFROM a non-exclusive easement for road and public utility purposes over the South 30 feet of Parcels 1, 2, and 3; over the Easterly 30 feet of Parcel 2; and over the Westerly 30 feet of Parcel 3. PARCEL II: Non-exclusive easements for road and public utility purposes over Parcel 1 thru 3, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on January 11, 1972, in Book 40 of Maps, at Page(s) 67. PARCEL III: A non-exclusive easement for road and public utility purposes over Parcels 1, 2, 3, and 4, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on January 26, 1972, in Book 40 of Maps, at Page(s) 87. PARCEL IV: An easement for road and public utility purposes over a strip of land 60.00 feet in width lying 30.00 on each side of the following described centerline. Beginning at a point that is located South 84 deg. 46'30" West, 30.00 feet from the Northeast corner of the West half of the East half of Section 7, Township 21 North, Range 5 East, M.D.B. & M., said point being also located in the centerline of the Big Bend Road; thence from said point of beginning, South 89 deg. 04'30" West, 30.00 feet Southerly of and parallel with the Northerly line of said West half of Section 7 for a distance of 941.52 feet to a point located in the North and South centerline of said Section 7, which point is located South 0 deg. 26' 03" East, a distance of 30.00 feet from the North one-quarter corner of said Section 7; thence South 89 deg. 00'40" West, 30.00 feet Southerly of and parallel with the Northerly line of the East half of the West half of said Section 7 for a distance of 383.43 feet to the end of said described road centerline. Page 2 Legal Description AP #058-830-167 PARCV1. V• An easement for road 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 road centerline: Beginning at a point that is located South 89 deg. 00'40" West along the Northerly line of the East half of the West half of Section 7, Township 21 North, Range 5 East, M.D.B. & M., a distance of 369.52 feet; thence from said point of beginning, South 24 deg. 19' 57" West, a distance of 34.59 feet; thence South 12 deg. 41' 27" West, a distance of 254.91 feet; thence South 63 deg. 45' 33" East, a distance of 280.02 feet; thence South 44 deg. 53' 53" East, a distance of 157.21 feet; thence South 14 deg. 34' 33" East, a distance of 414.03 feet; thence South 10 deg. 48 deg. 57" West, a distance of 119.01 feet; thence South 13 deg. 04' 13" East, a distance of 322.13 feet; thence South 79 deg. 27' 07" West, a distance of 168.94 feet to a point that is located South 3 Deg. 40'39" West, a distance of 1386.92 feet from the North one-quarter corner of said Section 7; thence South 2 deg. O1' 33" East, a distance of 243.91 feet; thence South 69 deg. 26' 43" East, a distance of 195.79 feet; thence South 28 deg. 15' 13" East, a distance of 309.57 feet; thence South 7 deg. 31' 36" West, a distance of 242.09 feet; thence 64 deg. 53' 03" East, a distance of 229.75 feet; thence South 29 deg. 40'43" East, a distance of 187.33 feet; thence South 3 deg. 26' 17" West, a distance of 132.26 feet; thence South 37 deg. 42'27" West, a distance of 280.66 feet; thence South 24 deg. 04'03" East, a distance of 215.46 feet; thence South 3 deg. 34' 17" West, a distance of 415.19 feet; thence South 54 deg. 12' 17" West, a distance of 260.64 fee; thence South 0 deg. 04'33" East, a distance of 381.05 feet; thence South 27 deg. 11' 17" West, a distance of 144.65 feet; thence South 13 deg. 06' 33" East, a distance of 225.29 feet; thence South 56 deg. 28' 57" West, a distance of 59.35 feet; thence North 50 deg. 03'53" West, a distance of 121.21 feet to a point located in the North and South centerline of said Section 7; North 0 deg. 26' 03" West, a distance of 93 1. 10 feet from the South one-quarter corner of said Section 7; thence from said point continuing North 50 deg. 03'53" West, a distance of 208.97 feet; thence North 84 deg. 44' 13" West, a distance of 308.65 feet; thence South 35 deg. 41'47" West, a distance of 245.27 feet; thence South 63 deg. 31' 37" West, a distance of 237.22 feet; thence South 51 deg. 26' 17" West, a distance of 291.19 feet; thence South 7 deg. 49' 07" West, a distance of 314.85 feet; thence North 87 deg. 02' 37" East, a distance of 236.63 feet; thence South 9 deg. 31' 23" East, a distance of 69.30 feet; thence South 88 deg. 32' 37" West for a distance of 339.57 feet; thence North 22 deg. 23' 13" West, a distance of 241.87 fee; thence North 0 deg. 23' 57" East, a distance of 105.74 feet; thence North 29 deg. 55' 07" East, a distance of 320.82 feet; thence North 61 deg. 55' 17" East, a distance of 275.44 feet; thence North 44 deg. 06'07" East, a distance of 264.64 feet; thence South 79 deg. 07' 47" West, a distance of 214.00 feet; thence North 53 deg. 42'43" West, a distance of 177.63 feet; thence North 0 deg. 51'47" East, a distance of 133.07 feet; thence North 9 deg. 54' 17" East, a distance of 173.29 feet; thence North 2 deg. 34' 47" East, a distance of 317.89 feet; thence North 81 deg. 08'03" West, a distance of 65.40 feet; thence South 26 deg. 14'27" West, a distance of 292.64 feet; thence South 61 deg. 23' 17" West, a distance of 172.51 feet; thence North 53 deg. 08'43" West, a distance of 7.61 feet to a point located in the Westerly line of the East half of the West half of said Section 7, which point in located North 0 deg. 24'32" West for a distance of 1573.59 feet from the Southwest corner of said East half of the West half of Section 7 and the end of said road centerline. Page 3 Legal Description AP #058-830-167 PARCEL VI: An easement for road 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 road centerline: Beginning at a point that is located South 3 deg. 40'39" West, a distance of 1386.92 feet from the North one-quarter corner of Section 7, Township 21 North, Range 5 East, M.D.B. & M.; thence from said point of beginning North 77 deg. 34' 33" West, a distance of 191.91 feet; thence North 66 deg. 59'53" West, a distance of 257.83 feet; thence South 55 deg. 13'07" West, a distance of 197.19 feet; thence North 52 deg. 04'03" West, a distance of 163.92 feet; thence North 4 deg. 41' 53" West, a distance of 136.50 feet; thence North 48 deg. 07'33" West, a distance of 95.68 feet; thence South 76 deg. 32'47" West for a distance of 447.25 feet; thence South 7 deg. 20' 27" West, a distance of 235.23 feet; thence South 6 deg. 46' 43" East, a distance of 213.34 feet; thence 12 deg. 0627" West, a distance of 171.00 feet; thence South 21 deg. 07' 03" East, a distance of 257.75 feet to a point that is located South 2 deg. 02"54" East, a distance of 1988.79 feet from the Northwest corner of the East half of the West half of said Section 7; thence from said point South 5 deg. 28' 03" East, a distance of 181.15 feet; thence South 21 deg. 18' 43" East for a distance of 352.33 feet; thence South 0 deg. 58' 27" West, a distance of 233.48 feet; thence South 9 deg. 09' 13" East, a distance of 124.85 feet; thence South 57 deg. 46' 17" West, a distance of 81.68 feet; thence North 76 deg. 54' 03" West for a distance of 59.54 feet; thence North 52 deg. 00'33" West, a distance of 107.97 feet to a point located in the Westerly line of the East half of the West half of said Section 7 which point is located South 0 deg. 24' 32" East, a distance of 2816.48 feet from the Northwest corner of said East half of the West half of Section 7 and said point being the end of said road centerline description. PARCEL VII: An easement for road 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 road centerline: Beginning at a point that is located South 2 deg. 02' 54" East, a distance of 1988.79 feet from the Northwest corner of the East half of the West half of said Section 7; thence South 18 deg. 36' 47" West, a distance of 99.07 feet; thence South 61 deg. 10'47" West, a distance of 27.98 feet to a point located in the Westerly line of the East half of the West half of said Section 7 and the end of said road centerline description. PARCEL VIII: An easement for road 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 road centerline: Beginning at a point that is located South 89 deg. 00'40" West along the Northerly line of the East half of the West half of Section 7, Township 21 North, Range 5 East, M.D.B. & M., distance of 369.52 feet; thence South 45 deg. 05'43" West, a distance of 169.30 feet; thence North 88 deg. 14'30" West, a distance of 221.12 feet; thence South 6 deg. 47'00" East, a distance of 152.02 feet; thence North 76 deg. 18' 50" West, a distance of 139.76 feet; thence Page 4 Legal Description AP #058-830-167 South 58 deg. 22'00" West, a distance of 160.13 feet; thence North 63 deg. 08'40" West, a distance of 180.88 feet; thence South 65 deg. 11'30" West, a distance of 116.90 feet; thence South 54 deg. 29'30" West, a distance of 129.20 feet to a point located in the Westerly line of the East half of the West half of said Section 7 and the end of said road centerline. PARCEL IX: An easement for road 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 road centerline: Beginning at a point that is located North 27 deg. 33' 07" East, a distance of 327.96 feet from the Southwest corner of the East half of the West half of Section 7, Township 21 North, Range 3 East, M.D.B. & M., said point being also, located in the centerline of an above described road easement; thence from said point of beginning, North 37 deg. 55' 12" West, a distance of 252.54 feet to a point located in the Westerly line of the East half of the West half of said Section 7; thence following along said Westerly line North 0 deg. 24' 32" West for a distance of 210.00 feet to the end of said road centerline. PARCEL X: An easement for road and public utility purposes over a strip of land 60.00 feet in width lying 30.00 feet on either side of the following described road centerline; beginning at a point that is located South 0 deg. 24' 32" East, a distance of 338.52 feet from the Northeast corner of the West half of the West half of Section 7, Township 21 North, Range 5 East, M.D.B. & M., said point being also a terminating point for a 60.00 foot road easement contained in Deed to Beveritt, Inc. recorded December 29, 2965, in Book 1406 of the Official Records of Butte County, California, at Page 416; thence from said point of beginning continuing along the projection of the last mentioned course of said road easement contained in said Deed to Beveritt, Inc., South 54 deg. 29'30" West for a distance of 72.22 feet; thence South 63 deg. 15'00" West, for a distance of 193.34 feet; thence South 51 deg. 16' 00" West for a distance of 116.17 feet; thence South 63 deg. 15' 10" West for a distance of 252.52 feet; thence South 31 deg. 51' 20" West for a distance of 351.66 feet; thence South 89 deg. 43'20" West for a distance of 286.21 feet; thence South 43 deg. 38' 10" West for a distance of 264.21 feet; thence North 59 deg. 42' 10" West for a distance of 75.42 feet to a point located in Easterly line of that certain Parcel of land as contained in Deed to Nelson S. Davis, et ux, recorded July 15, 1966, in Book 1435, Page 432, Official Records, said point also being located South 0 deg. 00' 41" East a distance of 1090.56 feet from the Northeast corner of said Davis Parcel, said point being also the end of said centerline. PARCEL XI: An easement for road and public utility purposes over a strip of land 60.00 feet in width lying 30.00 feet on either side of the following described road centerline: Beginning at a point that is located North 0 deg. 24' 32" West a distance of 1573.59 feet from the Southeast corner of that certain Parcel of land as described in Deed to Beveritt, Inc., recorded December 29, 1965, in Book 1406 of the Official Records of Butte County, California, at Page 416, said point being also the terminating point of a 60.00 foot road easement contained in said Deed to Beveritt, Inc.; Page 5 Legal Description AP #058-830-167 thence from said point of beginning continuing along the projection of the last mentioned course in said road description North 53 deg. 08'43" West for a distance of 63.11 feet; thence North 4 deg. 3233" West for a distance of 148.91 feet; thence North 16 deg. 38'53" West for a distance of 241.98 feet; thence North 11 deg. 41' 17" East for a distance of 192.18 feet; thence North 40 deg. 10' 43" West for a distance of 84.47 feet; thence North 8 deg. 10' 13" West for a distance of 244.22 feet; thence North 59 deg. 42' 23" West for a distance of 162.33 feet; thence North 20 deg. 48' 53" West for a distance of 121.21 feet; thence North 68 deg. 52'03" West for a distance. of 159.33 feet; thence South 89 deg. 32' 17" West for a distance of 75.96 feet; thence North 34 deg. 28' 03" West for a distance of 280.49 feet; thence North 62 deg. 15' 33" West for a distance of 127.94 feet; thence South 37 deg. 10'27" West for a distance of 333.77 feet; thence North 70 deg. 24' 33" West for a distance of 240.91 feet to a point that is located in the Easterly line of that certain Parcel of land as contained in Deed to Nelson S. Davis, et ux, recorded July 15, 1966, in Book 1435, Page 432, Official Records, said point being also located North 0 deg. 00'41 " West, a distance of 240.30 feet from the Southeast corner of said Davis parcel, said point being also the end of said described road centerline. EXCEPTING THEREFROM that portion of the above described easement as contained in the Quitclaim Deeds recorded July 18, 1968, in Book 1525, Pages 469, 471 and 473, Official Records. PARCEL XII: Those 60 foot road easements as shown on that certain Parcel Map recorded January 19, 1976, in Book 55 of Parcel Maps, at Page 36. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I described herein. MAIL TAX STATEMENTS TO: SAME AS ABOVE DOCUMENTARY TRANSFER TAX SM ! Carp iw on the oanebaeoon or vWe d piopwy cmveye4 OR ii c muw an M aanald«emn or value Met wne of enarnee.no.. nmehhe el lhr of "ft. Tha rinelarelanael (,Mntnr dnelaran SWMre of DeeMnnt at AW1 delwmhhg fax - PYm NAM Recorded at the Request ot Mid Vi/hy Tifh lr�erow Company i v 1 lsrt r g, , artier Nc.' Escrow No. 125817-3 DH �. Loan No. 92-008687 1 Rao Fee 23.00 WHEN RECORDED MAIL TO: I DOC 9.90 Recorded I Check 32.90 ANN BUSH Official Records I 245 a STREET County of I REDWOOD CITY, CA 94063 Butte I .Candace J. Grubbs I Recorder 8:00am 2 -Mar -92 I MVTC CD 7 MAIL TAX STATEMENTS TO: SAME AS ABOVE DOCUMENTARY TRANSFER TAX SM ! Carp iw on the oanebaeoon or vWe d piopwy cmveye4 OR ii c muw an M aanald«emn or value Met wne of enarnee.no.. nmehhe el lhr of "ft. Tha rinelarelanael (,Mntnr dnelaran SWMre of DeeMnnt at AW1 delwmhhg fax - PYm NAM Ml1T CHICO nRSCRIPTION TEL No 1-91E-8931853, Feb '21.92 10:32 No.011 P.04 92-08687 ORDER NO. BU -125617-3 ALL THAT CERTAIN REAL PROPERTY SITUATE IN 'THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 19, 1972, IN BOOK 40 OF MAPS, AT PAGE(S) 82. EXCEPTING THEREFROM ALL MINERALS BELOW A DEPTH OF 200 FEET AND THE RIGHT TO EXTRACT, SAID MINERALS BY MEANS OF TUNNELS AND/OR ORIFICES FROM OUTSIDE THE EXTERNAL BOUNDARIES OF SAID PARCEL, BY DEED RECORDED AUGUST 28, 1980, IN BOOK .2546, PAGE 7, OFFICIAL 'RECORDS. TOGETHER WITH AND RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE SOUTH 30 FEET OF PARCELS 1, 2 AND 3; OVER THE EASTERLY 30 FEET OF PARCEL 2; AND OVER THE WESTERLY 30 FEET OF PARCEL 3. PARCEL II' NON-EXCLUSIVE EASEMENTS FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1 THRU 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BU'T'TE, STATE OF CALIFORNIA, ON JANUARY 11, 1972, IN BOOK 40 OF MAPS, AT PAGE(S) 67. PARCEL TTI: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2, 3, AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 26, 1972, IN BOOK 40 OF MAPS, AT PAGE(S) 87. PARCEL IV: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE. BEGINNING AT A POINT THAT YS LOCATED,SUUTH 84 DEG. 46' 30" WEST, 30.00 FEET FROM THE NORTHEAST CORNER OF THE WEST HALF OF THE EAST' HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAS. M.D.B.- & M., SAID POINT BEING ALSO LOCATED IN THE CENTERLINE OF THE. BIG BEND ROAD; THENCE FROM SAID POINT OF BEGINNING, SOUTH 89 DEG. 04' 30". WEST, 30.00 FEET SOUTHERLY OF AND PARALLEL WITH THE NORTHERLY CONTINUED MVT CHICO TEL N0.1-916-8931553 MQE LTV: CONTINUED 0 2 tj - & 211 92 10:32 No .011' P.05 U � ORDER NO. BU -125617-3 LINE OF SAID WEST HALF OF SECTION 7 FOR A DISTANCE OF 941.52 FEET TO A POINT LOCATED IN THE. NORTH AND SOUTH CENTERLINE OF SAID SECTION 7, WHICH POINT IS LOCATED SOUTH 0 DEG. 26' 03" EAST, A DISTANCE OF 30.00 FEET FORM THE NORTH ONE-QUARTER CORNER OF SAID SECTION 7; THENCE SOUTH 89 DEG. 001 40" WEST, 30.00 FEET SOUTHERLY CF AND PARALLEL WITH THE NORTHERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7 FOR A DISTANCE OF 383.43 FEET TO THE END OF SAID DESCRIBED ROAD CENTERLINE. PARCEL V• AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 89 DEG. 00' 40" WEST ALONG THE NORTHERLY LINE OF THE EAST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., A DISTANCE OF 369.52 FEET; THENCE FROM SAID POINT OF BEGINNING, SOUTH 24 DEG. 19' 57" WEST, A DISTANCE OF 34.59 FEET; THENCE SOUTH 12 DEG. 41' 27" WEST, A DISTANCE OF 254.91 FEET; THENCE SOUTH 63 DEG. 45' :33" EAST, A DISTANCE OF 280.02 FEET; THENCE SOUTH 44 DEG. 53' 53" EAST, A DISTANCE OF 157.21 FEET; THENCE SOUTH 14 DEG. 34' 33" EAST, A DISTANCE OF 414.03 FEET; THENCE SOUTH 10 DEG. 48 DEG. 57" WEST, A DISTANCE OF 119.01 FEET; THENCE SOUTH 13 DEG. 04' 13" EAST, A DISTANCE OF 322.13 FEET; THENCE SOUTH 79 DEG. 27' 07" WEST, 7. DISTANCE OF 168.94 FZET TO A POINT THAT IS LOCATED SOUTH 3 DEG. 40' 39" WEST, A DISTANCE OF 3.386.92 FEET FROM THE NORTH ONE-QUARTER CORNER OF SAID SECTION 7; THENCE SOUTH 2 DEG. 01' 33" EAST, A DI::TANCE OF 243.91 FEET; THENCE SOUTH 69 DEG. '2611-1A311 EAST, A DISTANCE OF 195.79 FEET; THENCE SOUTH 28 DEG. 15' 13" EAST, A DISTANCE OF 309.57 FEET; THENCE SOUTH 7 DEG. 31' 36" WEST, A DISTANCE OF 242.09 FEET; THENCE SOUTH 64 DEG. 53' 03" EAST, A DISTANCE OF 229.75 FEET; THENCE SOUTH 29 DEG./40' 43" EAST, A DISTANCE OF 187.33 FEET; THENCE SOUTH 3 DEG.: 26' 17" WEST, A DISTANCE OF 132.26 FEET; THENCE SOUTH 37 DEG. 42' 27" WEST, A DISTANCE OF 280.66 FEET; THENCE SOUTH 24 DEG. 04' 03" EAST, A DISTANCE OF 215.46 FEET; THENCE SOUTH 3 DEG. 34' 17" WEST, A DISTANCE OF 415.19 FEET; THENCE SOUTH 54 DEG. 12' 17" WEST, A DISTANCE OF 260.64 FEET; THENCE SOUTH 0 DEG. 04' 33" EAST, A DISTANCE OF 381.05 FEET; THENCE SOUTH 27 DEG. 11' 17" WEST, A DISTANCE OF 144.65 .FEET; THENCE SOUTH 13 DEG. 06' 33" EAST, A DISTANCE OF 225.29 FEET; THENCE SOUTH 56 DEG. 28' 57" WEST, A DISTANCE OF 59.35 FEET; THENCE NORTH 50 DEG. 03' 53" WEST, A DISTANCE OF 121.21 FEET TO A POINT LOCATED IN THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 7; NORTH 0 DEG. 26' 03" WEST, A DISTANCE OF 931.10 FEET FROM THE CONTINUED 11VT CH:CO TEL l4o.1-916-8931553 Feb ,21,92 10:31 No.011 P.06 92'-08681 ORDER NO. BU -125617-3 PARCEL V• CONTINUED SOUTH ONE-QUARTER CORNER OF SAID SECTION 7; THENCE FROM SAID POINT CONTINUING NORTH 50 DEG. 03' 53" WEST, A DISTANCE OF 208.97 FEET; THENCE NORTH 84 DEG. 44' 13" WEST, A DISTANCE OF 308.65 FEET; THENCE SOUTH 35 DEG. 41' 47" WEST, A DISTANCE OF 245.27 FEET; THENCE SOUTH 63 DEG. 31' 37" WEST, A DISTANCE OF 237.22 FEET; THENCE SOUTH 51 DEG. 26' 17" WEST, A DISTANCE OF 291.19 FEET; THENCE SOUTH 7 DEG. 49' 07" WEST, A DISTANCE OF 314.85 FEET; THENCE NORTH 87 DEG. 02' 37" EAST, A DISTANCE OF 236.63 FEET; THENCE SOUTH 9 DEG. 31' 23" EAST, A DISTANCE OF 69.30 FEET; THENCE SOUTH 88 DEG. 32' 37" WEST FOR A DISTANCE OF 339.57 FEET; THENCE NORTH 22 DEG. 23' 13" WEST, A DISTANCE OF 241.87 FEET; THENCE NORTH 0 DEG. 23' 571" EAST, A DISTANCE OF 105.74 FEET; THENCE NORTH 29 DEG. 55' 07" EAST, A .DISTANCE OF 320.82 FEET; THENCE NORTH 61 DEG. 55' 17" EAST, A DISTANCE OF 275.44 FEET; THENCE NORTH 44 DEG. 06' 07" EAST, A DISTANCE OF 264.64 FEET; THE14CE SOUTH 79 DEG. 07' 47" WEST, A DISTANCE OF 214.00 FEET; THENCE NORTH 53 DEG. .42' 43" WEST, A DISTANCE OF 177.63 FEET; THENCE NORTH 0 DEG. 51' 47" EAST, A DISTANCE OF 133.07 FEET; THENCE NORTH 9 DEG. 54' 17" EAST, A DISTANCE OF 173.29 FEET; THENCE NORTH 2 DEG. 34' 47" EAST, A DISTANCE 317.89 FEET; THENCE NORTH 81 DEG. 08' 03" WEST, A DISTANCE OF 65.40 FEET; THENCE SOUTH 26 DEG. 14' 27" WEST A DISTANCE OF 292.64 FEET; THENCE SOUTH 51 DEG. 23' 17" WEST, A DISTANCE OF 172.51 FEET; THENCE NORTH 53 DEG. 08' 43" WEST, A DISTANCE OF 7.61 FEET TO A POINT LOCATED IN THE WESTERLY -LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7, WHICH POINT IS LOCATED NORTH 0 DEG. 24' 32" WEST FOR A DISTANCE OF 1573.59 FEET FROM THE SOUTHWEST CORNER OF SAID EAST HALF OF THE WEST HALF OF SECTION 7 AND THE END OF SAID ROAD CENTERLINE. PARCEL VI: AN EASEMENT FOR ROAD AND PUBIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 3 DEG. 40' 39" WEST, A DISTANCE OF 1386.92 FEET FROM THE NORTH ONE-QUARTER CORNER OF SECTION 7, 'TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M.; THENCE FROM SAID POINT OF BEGINNING NORTH 77 DEG. 34' 33" WEST, A DISTANCE OF 191.91 FEET; THENCE NORTH 66 DEG. 59' 53" WEST, A DISTANCE OF 257.83 FEET; THENCE SOUTH 55 DEG. 13' 07" WEST, A DISTANCE OF 197.19 FEET; THENCE NORTH 52 DEG. 04' 03" WEST, A DISTANCE OF 163.92 FEET; THENCE NORTH 4 DEG. 41' 53" WEST, A DISTANCE OF 136.50 FEET; THENCE NORTH 48 DEG. 07' 33" WEST, A DISTANCE OF 95.68 FEET; THENCE SOUTH 76 DEG. 32' 47" WEST FOR A DISTANCE OF 447.25 FEET; THENCE SOUTH 7 DEG. 20' 27" WEST, A CONTINUED HVT CHICO TEL Nr; .1-916-X931853 Feb 21.192 10:32 No.011 P.07. 92-(18fi87 ORDER NO. BU -125617-3 PARCEL VI: CONTINUED DISTANCE OF 235.23 FEET; THENCE SOUTH 6 DEG. 46' 43" EAST, A DISTANCE OF 213.34 FEET; THENCE .SOUTH 12 DEG. 06' 27" WEST, A DISTANCE OF 171.00 FEET; THENCE SOUTH 21 DEG. 07' 03" EAST, A DISTANCE OF 257.75 FEET TO A POINT THAT IS LOCATED SOUTH 2 DEG. 02" 54" EAST, DISTANCE OF 1988.79 FEET FROM THE NORTHWEST CORNER OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7; THENCE FROM SAID POINT SOUTH 5 DEG. 28' 03" EAST, A DISTANCE OF 181.15 FEET: THENCE SOUTH 21 DEG. 18' 43" EAST FOR A DISTANCE OF 352.33 FEET; THENCE SOUTH 0 DEG. 5?' 27" WEST, A DISTANCE OF 233.48 FEET; THENCE SOUTH 9 DEG. 09' 13" EAST, A DISTANCE OF 124.85 FEET; THENCE SOUTH 57 DEG. 46' 17" WEST, A DISTANCE OF 81.68 FEET; THENCE NORTH 76 DEG. 54' 03" WEST FOR A DISTANCE OF 59.54 FEET; THENCE NORTH 52 DEG. 00' 33" WEST, A DISTANCE OF 107.97 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF, THE WEST HALF OF SAID SECTION 7 WHICH POINT IS LOCATED SOUTH 0 DEG. 24' 32" EAST, A DISTANCE OF 2816.48 FEET FROM THE NORTHWEST CORNER OF SAID EAST HALF OF THE WEST HALF OF SECTION 7 AND SAID POINT BEING THE END OF SAID ROAD CENTERLINE DESCRIPTION. P)."c&k VII : AN EASEMENT FOR POAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET 1A WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 2 DEG. 02' 54" EAST, A DISTANCE OF 1988.79 FEET FROM THE NORTHWEST CORNER OF THE FAST HALF OF THE WEST HALF OF SAID SECTION 7; THENCE SOUTH 18 DEG. 36' 47" WEST, A DISTANCE OF 99.07 FEET; THENCE SOUTH 61 DEG. 10' 47" WEST, A DISTANCE OF 27.98 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7 AND THE END OF SAID ROAD CENTERLINE DESCRIPTION. PARCEL V j AN EASEMENT FOR ROAD 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 ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 89 DEG. 00' 40" WEST ALONG THE NORTHERLY LINE OF THE EAST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., DISTANCE 'OF 369.52 FEET; THENCE SOUTH 45 DEG. 05' 43" WEST, A DISTANCE OF 169.30 FEET; THENCE NORTH '88 DEG. 14' 30" WEST, A DISTANCE OF 221.12 FEET; THENCE SOUTH 6 DEG. 47' 00" EAST, A DISTANCE OF 152.02 FEET; THENCE NORTH 76 DEG. 18' 50" WEST, A DISTANCE,OF 139.76 FEET; THENCE SOUTH 58 DEG. 22' 00" WEST, A CONTINUED MVT CHICO TEL No.1-916-29313 Z _ 08687 6 BF -b ','1,92 10:32 No.011 P.08. ORDER NO. BU -125617-3 PARCEL VIII: CONTINUED DISTANCE OF 160.13 DISTANCE OF 180.88 DISTANCE OF 116.90 DISTANCE OF 129.20 OF THE EAST HALF/O; OF SAID ROAD CENTER. PARCEL IX, - FEET; THENCE NORTH 63 DEG. 08' 40" WEST, A FEET; THENCE SOUTH 65 DEC. 11' 30" WEST, A FEET; THENCE SOUTH 54 DEG. 29' 30" WEST, A FEET TO A POINT LOCATED IN THE WESTERLY LINE ? THE WEST HALF OF SAID SECTION 7 AND THE END LINE. AN EASEMENT FOR ROAD 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 ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED NORTH 27 DEG: 33' 07" EAST, A DISTANCE OF 327.96 FEET FROM THE SOUTHWEST CORNER OF THE EAST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., SAID POINT BEING ALSO LOCATED IN THE CENTERLINE OF AN ABOVE DESCRIBED ROAD EASEMENT; THENCE FROM SAID POINT OF BEGINNING, NORTH 37 DEG. 55' 12" WEST, A DISTANCE OF 252.54 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7; THENCE FOLLOWING ALONG SAID WESTERLY LINE NORTH 0 DEG. 24' 32" WEST FOR A DISTANCE OF 210.00 FEET TO THE END OF SAID ROAD CENTERLINE. PARCEL X• AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE; BEGINNING AT A POINT THAT IS LOCATED SOUTH 0 DEG. 24' 32" EAST, A DISTANCE OF 338.52 FEET FROM THE NORTHEAST CORNER OF THE WEST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., SAID POINT BEING ALSO A TERMINATING POINT FOR A 60.00 FOOT ROAD EASEMENT CONTAINED IN DEED TO BEVERITT, INC. RECORDED DECEMBER 29, 1965, IN BOOK 1406 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 416; THENCE FROM SAID POINT OF BEGINNING CONTINUING ALONG THE PROJECTION OF THE LAST MENTIONED COURSE OF SAID ROAD EASEMENT CONTAINED IN SAID DEED TO BEVERITT, INC., SOUTH 54 DEG. 29' 30" WEST FOR A DISTANCE OF 72.22 FEET: THENCE SOUTH 63 DEG. 15' 00" WEST, FOR A DISTANCE OF 193.34 FEET; THENCE SOUTH 51 DEG. 16' 00" WEST FOR A -DISTANCE OF 116.17 FEET; THENCE SOUTH 63 DEG. 15' 10" WEST FOR A DISTANCE OF 252.52 FEET; THENCE SOUTH 31 DEG. 51' 20" WEST FOR A DISTANCE OF 351.66 FEET; THENCE SOUTH 89 DEG. 43 20" WEST FOR A DISTANCE OF 286.21 FEET; THENCE SOUTH 43 DEG. 38' 10" WEST FOR A DISTANCE OF 264.21 FEET: THENCE NORTH 59 DEG. 42, 10" WEST FOR A DISTANCE OF 75.42 FEET TO A POINT IOCATED IN EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND AS CONTINUED MVT CHICO TEL NoFeb 21.92 10:32 No.011 F.09 92-08687 j ORDER NO. BU -125617-3 PARCPL X: CONTINUED CG2'1'AiNED IN DEED TO NELSON S. DAVIS, ET UX, RECORDED JULY 15, 1966, IN BOOK 1435, PAGE 432, OFFICIAL RECORDS, SAID POINT ALSO BEING LOCATED SOUTH 0 DEG. 00' 41" EAST A DISTANCE OF 1090.56 FEET FROM THE NORTHEAST CORNER OF SAID LAVIS PARCEL, SAID POINT BEING ALSO THE END OF SAID ROAD CENTERLINE. PARCEL X7: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED NORTH 0 DEG. 24' 32" WEST A DISTANCE OF 1573.59 FEET FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND AS DESCRIBED 'IN DEED TO BEVERITT, INC., RECORDED DECEMBER 29, 1965, IN BOOK 1406 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 416, SAID POINT BEING. ALSO THE TERMINATING POINT OF A 60.00 FOOT ROAD EASEMENT CONTAINED IN SAID DEED TO BEVERITT INC.; THENCE FROM SAID POINT OF BEGINNING CONTINUING ALONG THE PROJECTION OF THE LAST .MENTIONED COURSE IN SAID ROAD DESCRIPTION NORTH 53 DEG. 08' 43" WEST FOR A DISTANCE OF 63.11 FEET; THENCE NORTH 4 DEG. 32' 33" WEST FOR A DISTANCE OF 148.91 FEET; THENCE NORTH 16 DEG. 38' 53" WEST FOR A DISTANCE OF 241.98 FEET; THENCE NORTH 11 DEC. 41' 17" EAST FOR A DISTANCE OF 192.18 FEET; THENCE NORTH 40 DEG. 10' 43" WEST FOR A DISTANCE OF 84.47 FEET; THENCE NORTH 8 DEG. 10' 13" WEST FOR A DISTANCE OF 244.22 FEET; THENCE NORTH 59 DEG. 42' 23" WEST FOR A DISTANCE OF 162.33 FEET; THENCE NORTH 20 DEG. 48' 53" WEST FOR A DISTVICE OF 121.21 FEET; THENCE NORTH 68 DEG. 52' 03" WEST FOR A DISTANCE OF 159.33 FEET; THENCE SOUTH 89 DEG. 32' 17" WEST FOR A DISTANCE OF 75.96 FEET; THENCE NORTH 34 CEG. 28' 03" WEST FOR A DISTANCE OF 280.49 FEET; THENCE NORTH 62 DEG. 15' 33" WEST FOR A DISTANCE OF 127.94 FEET; THENCE SOUTH 37 DEG. 10' 27" WEST 'FOR A DISTANCE OF 333:77 FEET; THENCE NORTH 70 DEG. 24 33" WEST FOR A DISTANCE OF 240.91 FEET TO A POINT THAT IS LOCATED IN THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND AS CONTAINED IN DEED TO NELSON S. DAVIS, ET UX, RECORDED JULY 15, 1966, IN BOOK .1435, PAGE 432, OFFICIAL RECORDS. SAID POINT BEING ALSO LOCATED NORTH 0 DEG. 00' 41" WEST, A DISTANCE OF 240.30 FEET FROM THE SOUTHEA.52' CORNER OF SAID DAVIS PARCEL, SAID POINT BEING ALSO THE E." -.D OF .SAID DESCRIBED ROAD CENTERLINE. EXCEPTING THEREFROM THAT PORTION OF THE ABOVE DESCRIBED EASEMENT AS CONTANUED IN THE QUITCLAIM DEEDS RECORDED JULY 18, 1968, IN BOOK 1525, PAGES 469, 471 AND 473, OFFICIAL RECORDS. PARCEL XII. THOSE 60 FOOT ROAD EASEMENTS AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED JANUARY 19, 1976, IN BOOK 55 OF PARCEL MAPS, AT PAGE 36. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCFI. I DESCRIBED HEREIN. END OF DOCUMENT I TF f l:Ar.if :)19NIA - 80SINeSS. ';HANSPORTATION AND HOUSING AGENC r :BRAY DAVIS. Governor E:,`Xlc'3'1VIi7-:NTnFHOUSINGAND COMM UNITYDEVELO?ME NT tHT 41 �VITY 4E`� .. Oct 03. 20(40 f • 16666 i EC;1'J4'EI.L TITi_E 1H35 IZC)C31N::;ON ST Decal # LAAe849 F. 4-) B0*K 81 i i ID #: 08541252186 t)F U iiL.1.E. i;CA 95965 Make. CONCORD 1'I: i.ff i:fl :' Sr'.3rrh rE����.Ntir for Lhe above described manuf:a::-^ ' ^,c^�er :,ommerciol coach has beer; °:, <ar.t-iched tile s?arcr rellecfs the '^1:. -,�-A ., status of a as Jrc tthe data: of this notice. 'tiTA T E Or CALL ORNIA - BUSINESS, FRAN$POFtTATION AND MOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ;Tlvlsl?^ of Coc_; a.^.q Sla�Cargc , 11' .I �.'-i�li�.:':I:L� �•. t"a�rvCGRD Title Search Date Printed: 10"T211.1�n 0 -Il e. Scab P. 0 0,7 GRAY DAVIS. Governor lT��K OFH -r o��c`i. Ci��it'. SFD j t..Iti final Price Coder AB Katin- Year: I,pe: • LPT Last ILT Amount: Dat ILT Fee Paid: T I%. 'Exemption: NONE .. Ii ioct i T_IUD L,ahel hisignia ..,nCE DOH1843I0: ' !Ftegi� tered O��ner: ' ANA N BUSR� . 2485 Vr'IIIT:IEY DR d TNTAM VIEW. CA 94043 Last I Bete Date: i.I.12i15!1995 Lmst Flet; Card: i 012!1511995 ` Snle'! rarsfer info: Price £3.500.00 Ti,iJ-,il:rre:�! '.)-05 I;NICIkR HILL MIND RD OROVILLE.=CA 95966 l' Situs -County: BGTTI~ BIDWEL.L T�TLE • i' '? 35 ROBINSON ST n_O BOA 811 I ! �-:IROVILLE, CA 95965 ! , I l ide .hle No: 16666 i.. I I i VND OF TITLE SF -'..A H I s , , 1 ` III �:.• •.i ! Atli ,tj( � i, � • C-4 _`417, P. :4 ,c,rtaw• n r,;,n • -,. Flu ✓; al Jj / 1�.1a;%U,' STATC OF cal IFORNIA fill„IAC56, TRANSPORTATION nN:: iIUU51NG AGENCY a1 {` CE^-,%n7t C -NT OF HOUSING AND GOMMUNIT1r DCWi.QPMCmT•. } •n”' ��x:;, . OIVISIoN OF GOOES AND STANRARDS ��', L• RC13ISTRA71ON ANp TITLING PROG(iAM '•INFORMATION :-TITLE SEARCH RE -QUEST fi)UE'v2UR A=111 931.191 rnxll 530-533-1589 :+ ':':roi--•.rye►-:,o,,.,,:m,a�..n,.,,•,.._,�_ ;CTION t. REQUESTER INFORMA'T'ION ,.I lila �o: _,_„�„•,- I!CQUESTCR ACCOUNT RC9,3.1191' �. :la4,0IhnflyMama: ,. BIDWELL TITLGi& ESCIiOW COMNANY DOX all'.t:KvvII,LL CP' 9,1965 a I ,, i Coq •Sloe � i / I Toloplront Nc.: f_ _14)3 3-7.r;1 ! , j•I. t a•:. ;._`1;�= .:r:• . _-...,.. Hca=. --.....cn.arc � -II DESCRIPTION OF UNIT �` ,�U�G:i�":Ei;�.•i:;;h.'5;.... Ir _....,_.- null ! ��--��.•.--�,� .�,-=----- -- - - I h o urnt marufaclul0d ho;nef�r,obtlehorhu ib taurunuy roglr;lerud undor MUL'Ill"LE OECALS (ar U�Ck kY� PLAIES), Bhaw Ihn r IM6,Or for 00th and the cono., Jrr;,ilg Willi nunlburs. If IegislereJ under ONE DECAL, show IIIc uc�,I number once, lolla*ed Ey O'vertical line 11, 1I'a cert! column 10 eorreshGn¢ with Ilio serial numbers. SCRIAL Nukai ;ngn) MUD LnGEI r MCD INSIGNIA s Yll ,r REGISTi:RFO OWNER'INFpR1�111TION -- T - - i'AIN d 0•r+nc warno: -'--�- ~• Fro k1 ORIAAL i �Y;, ... , r: �� �-?-�� _fit 1 ;M ► n �^ C 95 9 song ZIP 126.00 Information InulW.ung the cur cnl slalus of Via 06perlmenvs record for ii,e unit a6 of the dale ilio inquiry 4 p�oco�tocl. i 535.0C fnfGrmal!an indiWlinO the cuirdnl slaluc or the Unpartmanl'c retard for the unll eE cf rho Bola Iho Inqulry is procacsod, with fpilOw-up nolleel of ally L+wngOd io the record within 120 days of the inillal inquiry. NATO: Seq on, I;'Requeeter Inform011011' marl tc CaMnIcted In I M to reeGvc lollow-up no11G46, l Ii1a c•a �piclyd +Gin, end a ;fir li r r ; f ; ap nip ou ,d lhu lloparlmar;L yor Informat+un on c:ulunsnln{I a rcqucatcr occouni. ermine( FICO al IO f'I V. ur)AZr renally rrt parJury order the Iawe of Iho Stela of California Inas ilia Inro'?na10n Iew1vall will net to used for any unlawful pulpos0. �C CA Orovi.11e Pw r. ...... 'I"R P1!0Nr REQUEST A. NOTES RESIDENT."L 058-830-167 00-2467 . PEfMIT NO. BLISH, ANN - - — 7005BUNKER HILL MINE RD ORO. i ! CONTR: PHIL DECANN MH ON PEIW F'ND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) or DECAL(THE INSPECTOR MUST RETRIEVE) + (2) STATEMENT OF FACTS(ONLY ON . NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S 1 ' SPECIAL CONDITIONS CHECKED BY llSRA 'S FLOOD CERTIFICATE REQ. ! FIRE SPRINKLERS REQ. 3 SPECIAL INSPECTION ITEMS ,`. VERIFY USE PERMIT CONDITIONS r SUB -STANDARD HOUSING LETTER r S OFFICE COPY Address GAS Meter By Date i ELECTRIC ?/ Meter By Dat JOB FINALED (Date) Signature Id toL ✓ = OK 0 =Not OK ` - - Not Applicable MOBILF HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements-Setbacks-Easements 3. 2. Sqs; Special MH Support Sketch 4. Sewer; Location-Test-Fall-C/O-Concrete 5. 4. Wat ocation-Test-Easement Needed (Sketc 6. lectricity; location-Clearances-Grnd •F mp-Concrete 3 I as; Location-Test-Wrap;-/ /" L'ft. P Nat. orL5-i5 /'L'ft. - 'LPG 8. Well Clearance 8 Discorinec 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE FJAWE INSTALLATION (Plans) OK except #'s Elec.; Enclosures; Conduit Entries -Terminals -Listed Zo ing equirements-Setbacks-Easements 7. gloirngs; Size-Spacing-Marriage Line Gas; MH Test-Demand-Valve-Connector ctrl ity; MH Test-Crossovers-Breakers-Clearances Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit Dr ; MH Test-Fall-Flex Connector 9. Water; MH Test-Regulator-Connector 7. Water an Sewer Connected-C/O to Grade-HD Approval Plumb.; Cir. Test -Water Supply Test 8. Ga nd Electricity T ged 11. 9. '.e pe-Installation Cert. xits; Insp.-Sketch 11. Cert. Occupancy 1 ermanent Foundation Only; License Decal Date �S G Date,�� _Z/ / Card B-1 i Date Card B-1 j Card B-1jt,� Date Card B-1 M /J. l I /,/ MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- 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 FINAL (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- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Following Instld./Drive D Yes ] No/Walks J Yes J No/Planters ] Yes ] No Date 83. Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Ventilation Throughout House 19. D.W.V.; Test Fittings & Anchor -Nail Protection Glass Protection 20. Shower Pan; Test, First Floor -Tub Access Corrections from Previous Inspections 21. Test Tub & Shower, Second Floor -Tub Access Gas Test -Meters Tagged, Gas -Electric 22. Gas Pipe; Sixe & Anchors Water & Sewer Connected -C/O to Grade -HD Approval 93. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date ELECTRICAL (Permit) OK except #'s Card B-1 Date Card B-1 23. Fixture & Transformer Clearance -Ins. Protection Card B-1 Date Card B-1 24. Elec. Receptacles Spacing -Lights & Switches at Doors Card B-1 Date Card B-1 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or AI Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing i t Tingle & Duplex) Date 65. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 82. Following Instld./Drive D Yes ] No/Walks J Yes J No/Planters ] Yes ] No Date 83. Card B-1 Date Card B-1 Date 84. Card B-1 Date Card B-1 Date 85. FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I] Yes 82. Following Instld./Drive D Yes ] No/Walks J Yes J No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 98. Ventilation Throughout House 39. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: COUNTY OF BUTTE BUILDING DIVISION . \ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main greet - Chico, CA' (53)891-2751 • 7County Center Drive •0 o m$ CA -(53)538-7541 CORRECTION NOTICE : OWNER PERMITNO. ��. »Aroutine inspection indicates that chfollowing vbmkegk& county Ordinances exist kth '\ above address and should wcorrected. Please notice this offewhen correction dwork 6 'completed. If @u&_ _aquestions pertaining to this matter, « need additional e@_@e, .N_# contact this office a_dme¥ � 2 Date , Inspector ` Rv,ogZ2 "7153m, W-214-m—M-14M M 1411,11 x.16 I'll 14 C- A- ca zw Al k7 Date -2D Inspector zw REV 10792 COUNTY OF BUTTE vtl BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA 9 (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541. CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the z1v above address and should be corrected.- Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. J// "7153m, W-214-m—M-14M M 1411,11 x.16 I'll 14 C- A- ca zw Al k7 Date -2D Inspector zw REV 10792 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 tir 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 6o- 2- Sl OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordina nces exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you -have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. QA /14 Date r— -U Inspecto REV 10/92 --I COUNTY OF BUTTE BUILDING DIVISION t, DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet •Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE n7_Zy� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. N A v LAI c.ir -FA.— -f- vis -P VI i% ! rG,'5K�I Date he Inspector ,-h�1 .•Inspector , X / � ,• REV 10792 . ..� r — <.+t„�vR..�.•: �'4d"c';�.a Y7a'�"�;rKti:.'e'dr?::a+�iC.�.3,i#�S?��/4Z%y!!.h:• .,,;�s„`_5�.=-4ct:_..�aS..,�.: COUNTY OF BUTTE` BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA - (530)-,66i -276'f•.. 7 County Center Drive • Oroville, CA (530),-',538454.1 CORRECTION_ NOTICE O NER PERMIT -NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when, correction of work 'is:--,:. completed. If you have any questions pertaining to this matter, or ned additiohal explanation, `".. please/tact this office immediately. Date REV Inspector. COUNTY OF BUTTE - DEPARTMENT OF DEVELQPME.NT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California- 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 058-830-167 ZONING BUILDING PERMIT OWNER ANN BLUSH TELEPHONE 533-6218 SO, FT. OCC. BUILDING VALUATION 679 36,988 . OWNERS MAIUNG ADDRESS 7005 BUNKER HILL RD., OROVILLE 95965 CONTRACTOR'S NAME PHIL DECANN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ 36 288.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 330 12 $165.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 23.0 BUILDING ADDRESS 7005 BUNKER HIL M Energy Plan Checking Fee $ $ PERMIT FEE $208,00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome CX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH ON PERM FND EX SITE B.P. #00-1741 $166.00 for # UTILITIES Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S PAID REE #302180 ELECTRICAL PERMIT Fling Fee 20.00 OOOVLESS Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO tOooA 46.00so WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( a A.C. BLDs. SO 3.52FT: NOµHMULTI- ESIDOUTLET 97,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occu OUTLET OR F°cruREs 20 � ' 00 BAL O .50 Ex. Occup. oimtrs AES,6OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work o7a_ valuation �f one hundred dollars ($100) or less.) [f I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' c mpensation provisions of section 3700 of the Labor Code, I shall forthwi mply with those provisions. X Date P©O Signature of Applicant - ❑ Owner 13 Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 208.00 HAZ. D, FE6 IMP FL 'VV/ CDF PARCEL PD ✓ HD Esu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indic ve f which fees have been paid. By Date PERMIT EXPIRES ON /d A-0/0 I IDat Receipt No. 308631 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . s�* -s» `• of F.r."*psi kf 'v` MUNTY OF BUTTE - DEPARTMENT 0 7 DEV�IE -0 1VlENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: 0,5O g 3o _ 16 Proposed Building Use: 004M Building Inspector: Date: /Q-- —00 At time of permit application, I was advised the following data in be submitted prior to permit processing and/or issuance: Date Received By �O 1. All items have been submitted.------------------------------------------------------------------------------------- �AO�Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ E13. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- V�- 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- r ❑ 8. Hazardous Material Form. ---------------------------------------------------------------------------------------- �Aj Manufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $ ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule.- - ---------------------------- 2. California Department of Forestry plan approvaUfees. ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- `�. Sanitation and plot plan approval Health Department. lop*299-4 7-4-i------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑11 lot plan and business license approval from the City of Biggs. --------------------- -------- --- W anning approval for (A) Use: (B) Parkin=:v ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- _ Encroachment Permit for driveway(construction approval prior to.occupancy)-----------------------------' r =inspection for 10/1 00 required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ C1 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization.-------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. -------------------------------------------------------------------------------`--- ❑27. Manufctur ome utility clearance. --------------------------------------------------------------------------- 028. Existing tions and/or a ed p tstieJ ------------------ -- - ----------------------- ®29. 0433 A, Grant Deed, M.H. Title, Check to H.C.D $ .--------------- ❑ 3 0. Other:------- � 1dn you issue the t, pr cessVollows ❑ Mail to owner, ❑Mail contractor. Telephone _ ''��j1and hold for pickup at �'� olip Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:. By: Copy of plans sent ❑ Health Department, o Fire Department, o O e : Date: By: 1. Index permit application for the above items numbered: ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o ph e, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: D— Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. k� ' t� TO: Building Department ' FROM: Environmental Health SUBJECT: Sanitation Clearance E.H..HUSE ONLY Plot Plan Atteahed Floor Plan Attached �C Sent to B.D. LAsN TIAAU4R. ��1t' �� S� --�3 Owner Location AP# Plan Approved for: Sewage Disposals Mater Supply: Public Private Well Clearance for dwelling. Other _ Hold final for: Final clearance O.K. for: NOTE: Environmenta 8/96 ealth Specialist 5 Date COUNTY OF*BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNERJ% PROPOSED BUILDING USE -EX 6 DATE A9" —1,6 P t)'" 16/) RECEIPT#' DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ i -- Revised Plan Checking Fee ....... $ CHOOL DISTRICT FEES (paid at District Office) •t 3. SHERIFF FEES (paid at Building Division) Residential ......... ° x $360.00 = $— Units Commercial (sq.ft.).... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES -(paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq:ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ��%G�/� DATE A 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 Div. 2nd Copy -Applicant 3rd Copy - Owner (Rev. 2/97) .. , ` .. .� � ,+ .-pr { .,-... ei� „rix-.. .I-r..ii.....-„s.+'.".r�F..w r.....r;T..: �..T`.�'{'n.'f.F"*..� ..,.r- * _ .., n . .. , _ . • � . .. ✓'” BUTT. E COUNTY SCHOOLS IMPACT;. CERTIFICATION FORM r One form per,Buildin :g) i ; I . ,, ; ;� �, ScFiool District Dynul �, Suil'ding Department No. A.P. NumberD59�g to Jurisdiction: •� City , County ;Property Owner V1 S Property Location/Address Subdivision Lot No. 00 -boa Residential Development Sq. Footage No of Living Mob' a `ome Addition/ Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); ................................................................................................................... Commercial/Industrial 1-7V ` New , --&l @ Iding Department Representative 0 Addition . irroor runs revieweo oy ocnooi uisuict rersonneu District Identification No. 010 0 3 `) oyw� � School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date �V\vl eu(;. h - (Applicant) (City) has complied with the requirements of Resolution No. representing square feet. A Representative Paid by Check # Remarks: A aN,-_ —L (State) (Zip Code) by payment of $ AB 2926 S FULL MITIGATION S Date ,i -P VVIA-ki Notice: You may protest the imposition of the fees identified above,by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. ;f White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm 11 UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. ` 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.121/� APPLICATION AND PERMIT ASSESSOR PARCEL. NUMBER ZONING BUILDING PERMIT OWWA )q017 vY SO. FT. OCC. BUILDING VALUATION OWNER'S MANo ADDRESS N - p 96, CONTRACTOR'S NAAIE TEItPNONE CONmAGTOR'S MAS1N0 ADDRESS CONSTRUCTION LENDER Fireplace UENDER•S MAILING ADDRESS Total Valuation E 3 ARCHITECT OREMNEER UCENSENO. Filing Fee $ 20.00 Permit Fee 390 S �f ARGITECT OR ENGWEER'S MARINO ADDRESS Plan Checking Fee $ , p BUtDWG ADDRESS ywraz /'1"�, / u f - z Energy Plan Checking Fee E S nn DIWUlC.�s � S PERMIT FEEPLUMBING Q ,Q� LOT NO. SueDNISgN'SHAME PARCEL, MAP PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SPECIFY _Ea�kjrap 7.00 Solar or t pump water heater 23.00 Water i in 15.00 Each as water heat vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel `❑ Utilities ❑ Installation ❑ Other ❑ Describe Woork:yNf7 (/N Ae EA � &_X Gas piping system 1 - 5 o"dZift, 15.00 Buildingsewer 15.00 Mobile Home S G W 00 PERMIT FEE $ 7Z-�� ELECTRICAL PERMIT Fling Fee 20.00 Main Service z=oa LES 23.00 *PERMIT FEE PAID SRA $ S SHERIFF $ OTHER $ $ $ AMOUNT RECEIVED $ d1 D , � *RECEIPT NUMBER �%�D� * TO BE PUT INTO COMPUTER In Service TO 46.00 NEW DNT• DWUOCCIIP. so ORAD.S 3.50T. NEW CONST. NS ANCMOLJTLtT @7.50 POWER APPARATUS INQLE OImET CIR. O R FIXTURES 20 ® IAO Ex. OCCU sAt .50 Ex. Occup.p� Esi .°R 5.00 Service 23.00 -Temporary Mobile Home Facil'ties 20.00 Misc. Wiring00 PERMIT FEE t MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood a.so Ventilation PERMIT FEi: t Mobile Home Installation Fee s Energy Inspection Fee b occ CONST.4TYPKEO AL FEE S °" FLOO COF This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Rr PRE-INSPEI TION REPORT OWNER: DATE: LOCATION: �7oOS %3�//�%f %/LL !�!'!//(� !�� A.P. #• v� ��C� �l0 7 CONTRACTOR:_ a-Eg�,6/2 ZONING: /: PRE-INSPETION FOR: /%ifs s�v'7�i/YJ^J7J: /�=✓ c..�-\ ; ,,p. / .1: DATE TO INSPECTOR: PERMIT HISTORY:( )NONE �AS FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied Abandoned/Vacant Electric: Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Obvious SewageProblems ACTION Potable Water i Inspector. R—, i Date _ Sketch buildings on reverse and indicate location on property. I T-9 A, Ler '/40 -1.0 - REVIEWED BY II BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY C] approved as submitted approved with conditions per attached sheet. Date Signature i u A I i V i 7yt , re t oS$' T3o..�6y-oca /Q n n QuSJI F7 I- --,ICR L„.C. f 0o FT I I y � I w I i Poww Pe.�t 0 I� 0I`T, ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EA sEMENTS. A SET BACK OF 50 FT. FROM THE SIDE AND FT. FROM THE REAR PROPERTY LINES ANIS -s�© FT. FROM THE ROAD CtNTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEP t FOR A 2 FT. SAVE OVERHANG. Y CDF FIRE SAFE REQUIREMENTS NAME AP# PERMIT Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are 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. [ J 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 provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-artenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. (�] 1273.03 Grade. Not to exceed 16 percent unless paved. Page 1 of 1 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to' those from 100-200 feet. 2. The length of verti:al curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Lr1 1273.05 Turnouts. Shall be a minimum. -of .10 feet wide and 30 feet long with a minimum 25 foot taper on each end. ,r 1270.10 Width. driveways l`h1 All shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 1 s AP # PERMIT # NAME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 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. [�(J 1273.10 Turnaround. A turnaround shall be provided at all // building sites on driveways over 3.00 feet in length and shall be within 50 feet of the.building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than JJ the roadway it serves. [7�] 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 that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] '1. All par:els 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] 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. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ,r fi_ial inspection of a building permit. Page 2 of 3 AP # Dn-2_4-� .PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof - Enclosed eaves &L's- r-. 144,1•J NAME ( ] If Building Setback is Less Than 15 Feet. Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not- to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials -Date Signature Page 3 of 3 k4 Ild ZY V CCOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, oroville CA 95965 Phone: .916-538-7541 Ann Bush 7005 Bunker Hill Mine Rd. Oroville, CA 95965 RE: Mobilehome on a Permanent Foundation App. DATE: 10/16/00 A.P. #058-830-167 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements- completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes' marked in red. Copy of recorded 60' right of way to a public road Other: Our inspector was at your property on 10/11/00 to do a pre -inspection and di several campers S O O inQ SLrl1CLl1rPG Tnar WPrP nni 1 T w� rnnnr nPrm� rs _ i nPCP nn, , �„ n, T o ,h the fftebile 1975 eaS contact Steve Hackney in the Planning Department at 538-7601 concerning this matter.. Should you have any questions concerning the above, please contact of this office. very t, Mii:lyael C.1 Vieira, C.B.O. MCV:ahb Man ger, Building Inspection ., :,. a � � !• � r . , ,� ;� - S r, � + ., *-< a � � r . L A ; i 9 - S _ r . } a ' s . - t �. � � � •r ., a � a � � . L A ; i - _ r . �: ' s - ' � � � � 4 21r q 8' 8'8' `(D 3/8" PLATE I fl► 0�/ MG11GRIPPER BJSE . 1 I - H IUTT 0 0 ^/I m WuTa GRIPPERFLATE h" x 4" bolts 0 0 0 Typ of4 rxrX3Ad'L M.OF2 GRIPPER4BASE' GRIPPER PLATE I I II TOP VIEW _ MGP - PAD I'I IN ♦ i ♦ TUF-! I3TI2'WIQ�aan XI i � <Q a1G R7wOOD 1401 aw Cfl1aR331t � . CTV. CP 1-1 /2" SCH. 40 PIPE m r• GRADE S PIN OR EQUAL �! I r— WITH 3 OR MORE ♦ • ♦ LOCK WrTMH ,• LOCKING � LJ ADJUSTER HOLES NUT PIN OR T I , . 2" SCH 40 PIPE • W/2 ADJUSTER HOLES 1 SIDE VIEW - MGP - PAD �M 2" SCH 40 PIPE I WELDED TO 1/4" / BASE PLATE. ! 3/16- X 2• BRACE 2' X 2' X 3/16' BAR W/ MIN 3/16• ib ANGLE IRON X 3/4 "FILLET WELD. 28' LONG \ / / TYP OF 4 ZW xs CAO. NAT® MDC lam (a fA I/16, Mote END VIEW - MGP - PAD 3P >- UNDERLAYMENT GRADE PLYWD. P & S CCA PRESSURE TREATED IW AATe DESIGN LISTED ANDTESTED BY: BSK ASSOCIATES WAYNE T, POLVADO, PE - LISTING NO. F94249 140. C 051110 Exp. SIX0101 K6"ANCHOR .TS TYP OF 4 ANDO"FyDDAe Ocnoxs'Mi P "-PACIFIC CONSULTING ENGINEERS APPROVED 2150 Bel Avenue 0145 Ph:916 M-6026 am Sacramento, CA 9S676 Fax: 916.6646029 SUWECP TO CORREC370NS NOTED AIPROVALDOES NOT A VTNORUE M APPROVEANT 04520M OR DeVMON FROM REQUM&MM, TUF-I PERMANENT' APPLAC"18 STAnLAWS lia `x'"'a° SFOUNDATION SYSTEM Sure of Califalmoia . DIWDomtdHwsigsad ComalWlyD vkpm= . D N OF CODES AND STANDARDS ABESCO -GUS GUARD COMPANY P.O.BOX 128 6PAMo _ eo _6101-1 CATHEYS VALLEY, CA. 95306 209-966-5540, FAX 209-966-5549 71h Phe Apip wW Equ,1�z_ i GENERAL NOTES GUS GUARD TUF31 I. DESIGN LOADS: LIVE LOAD - 30LB. FLOOR LIVE LOAD - 40 PSQ WIND LOAD - 80 MPH EXPOSURE -C- SEISMIC ZONE `4" • SNOW LOAD 100 PSF 2.. THIS FOUNDATION SYSTEM 1S DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORT SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTION. 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT IDLs.) CAN OCCUR MANUFACTURED. HOME SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4' OR WHEN TT WILL BE ADVERSELY AFFECT MANUFACTURED HOME UNIT. 3. CARRYALL FOOTINGS DOWN TO FIRM. UNDISTURBED SOI,. FOOTINGS ARE DESIGNED FOR INK) PSF TOTAL LOAD SOI. PRESSURE AND SHALL BE COMPATIBLE WRH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL FABRICATE ACCORDING TO ASIC SPECIFICATIONS. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES - 370 PLATES -ASTM A36 BOLTS SAE GR 5 ASTM A449 - A,SINI A3725. 7. THE GUS GUARD ASSEMBLIES SHOWN BELOW SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS HORIZONTAL VERTICAL GUS GUARD TUF-1 2200# 60000 GUS GUARD MGP PAD 2200# 60000 GUS GUARD E -Z TIE PAD 22000 60000 8. DURING PRELIMINARY INSPECTION. THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. 11. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. - (SEE SHEET 03) 13. ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14. FOR MGP PADS USE I IAt EXTERIOR PLYWOOD WITH WOLMANIZED TREATMENT TO 0.40 MAX PCF RETENTION WITH DRYING AFTER TREATMENT. 15. LIGHT HEAVY -WEIGHT PLASTIC AND STEEL PADS MAYBE USED IN PLACE OF WOLMANIZED PADS. 16. E.Z TIE DOWN USED ON SINGLE -WIDE, ROUND STAKES (3/4 X 141 MAY BE USED IN PLACE MTHANio -U FOUNDATION TION 1d OF THE 1"X IB" FLAT BAR WHEN SOIL IS EXTREMELY HARD OR IN ROCK. HOLES MAY BE HEALTH AND s:u QTY coDG S[ CliON IIs PRE -DRILLED WHEN NECESSARY. APPROVED 17. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF SUBJECT TO CORRECTIONS NOTED WHEN INSTALLED WITH EXISTING SANDARDS REQUIRED BY COACH MANUFACTURER ARROVALUnM=aiAwwveAN OR REFLACE Tncrl ON A ONE TO ONE BASIS. OUSSIM0 OR WL41M FROM AMJCANA STATE LAWS AND xacaopuu a� I8. FOUNDATION BLOCKS 16- x 16- x 12- POURED IN PLACE AT GROUND LEVEL MAYBE USED. $W0 °I X010 j AT INSTALLERS DISCRETION. AS ALTERNATIVE TO PADS. �m dHauiaj odCmodq Dedopme Dlm;l N OF CODES AND STANDAM VARIES l0' - 70' SEE TABLE o4IM[£JJ S S = ►p �l� �� ! ' IMb IlmAHpwr &Bra 10/S 0: SINGLE WIDE UNITS DOUBLE WIDE UNITS E=2'MIN /8'MAX E=2'/11' S=8'MIWIBMAX S=8'/22' SHETE 2 OF 3 ABESCO - GUS GUARD COMPANY P.O.ROX 128 CATHEYS VALLEY, CA. 95306 109-%6-5540, FAX 109-966-5549 RIDGE 3 --AN .SUPOCA-T AS RET.1 By HANU=ACTURMR _ TYP. .. El I o . a 0 j .I E. ElvQkGfEZ ,yq! c "�a o'o /. o. a z FE 7918 Exp .t¢! y} c - Li /.1 ZJ MGP OR PVC SIEPM PADS IN ANY PAIR MAY BE ROATED 90 DEGREES OR OF SET TO OTHFRSIDE STANDARD MH FOUNDATION PIERS AS RECOMMENDED BY THE MANUFACTURER OR THE ENGINEER TYPICAL THROUGHOUT✓ SUPPORT PAD TYR TO AVOID CLEARANCE PROBLEMS. T JF -1 PERMANENT FOUNDAT ON SYSTEM SINGLE WIDE UNITS DOUBLE WIDE UNITS E=2'MIN /8'MAX E=2'/11' S=8'MIWIBMAX S=8'/22' SHETE 2 OF 3 ABESCO - GUS GUARD COMPANY P.O.ROX 128 CATHEYS VALLEY, CA. 95306 109-%6-5540, FAX 109-966-5549 E IBACKFILL W/A.C. 'AEIT ASPHALT SET WITH CONCRETE PAD •. - �Csr�r7a1 THINSET MORTAR, 'h" MAX THICKNESS, f= 0.6 CONCRETE SET WITH CONCRETE PAD 'h' RED HEAD OR EQUAL 2" FROM CORNER TOTAL 4 ' 4�arh Sia! CONCRETE SET WITH MGP PAD INGLE WIDE UNITS GTH IDTH 10 12 /4 16 TO 44' 8 8 6 6 4'-1., 66' 3 8 8 8 VER 88' 10 10 10 10 • SINGLE WIDE UNITS REQUIRE GUS GUARD E -Z TIE PADS Able Gus &a d W -f Piers are to be placed al approximately etual iatenmis atm a uh If am rbli SQ4(3EWIDE ANmnP ACE 4 S INSTAL'A E - Z TIE DOWN SYSTEM PEA 3 -SK inTtiv xo OES GN MOBILEHO.ME FOUNDATION SYSTEM HEALTH AND SA..—,TY CODE, SECTION 18551 APPROVED SUwECT TO CORRECTIONS NOIFD APPROVAL DOES NOT AUTHOR@ OR APPROVE ANY OR4SSIONS OR DEVIATION FROM REQumsw ( Q APRUGHLE STATE LAWS AND REOUL.CU 4 . .. Swe of CJifomi, Dgvft m of Homing and Cao no oij Derelop.. DMS19N OF CODES AND STANDARDS BY wv�.R, Jrr Due JrL3 GD 2, NO. Ilu Am AXm,&I Ep P - C,v\� TUF-1 PERMANENT FOUNDATION SYSTEM - ABESCO -GUS GUARD COMPANY P.O.BOX 123 > GATHEYS VALLEY, CA. 95306 209-966.5340, FAX 209-966-5539 SHEET 3 OF 3 NGTHH 40.: P TO 44'8 8 4'-1"- 6612 VER 6616=116 12 16 INGLE WIDE UNITS GTH IDTH 10 12 /4 16 TO 44' 8 8 6 6 4'-1., 66' 3 8 8 8 VER 88' 10 10 10 10 • SINGLE WIDE UNITS REQUIRE GUS GUARD E -Z TIE PADS Able Gus &a d W -f Piers are to be placed al approximately etual iatenmis atm a uh If am rbli SQ4(3EWIDE ANmnP ACE 4 S INSTAL'A E - Z TIE DOWN SYSTEM PEA 3 -SK inTtiv xo OES GN MOBILEHO.ME FOUNDATION SYSTEM HEALTH AND SA..—,TY CODE, SECTION 18551 APPROVED SUwECT TO CORRECTIONS NOIFD APPROVAL DOES NOT AUTHOR@ OR APPROVE ANY OR4SSIONS OR DEVIATION FROM REQumsw ( Q APRUGHLE STATE LAWS AND REOUL.CU 4 . .. Swe of CJifomi, Dgvft m of Homing and Cao no oij Derelop.. DMS19N OF CODES AND STANDARDS BY wv�.R, Jrr Due JrL3 GD 2, NO. Ilu Am AXm,&I Ep P - C,v\� TUF-1 PERMANENT FOUNDATION SYSTEM - ABESCO -GUS GUARD COMPANY P.O.BOX 123 > GATHEYS VALLEY, CA. 95306 209-966.5340, FAX 209-966-5539 SHEET 3 OF 3 /`� ^� i bO 1 t I iS)'� Ef.l i t !^/. t�n FA V J� t on Y�J�� � R e d �Y? i T] :1';vi �eJl Des°) .T�''`Fk � .J G i ® i \\ DOTE: All -nTateMab'V 'Workraan.s 0 Accordance With Reco nize � an Be � um d Coed ?�c�cs:b_ra� aid If a Q � � '� �I'r,eCI']TDAd for the �,T)F*s-i*iGd i;t�E' W the orit? kali '� Pl1,Mbing & Godes and tho Xation,!!1 rjcctrjc:,l Cods. r T, , V rid �Aciv F I I �T N su o -� o 60 �'-�'if �' J i� � Y Jr. � J L 'k✓' i w.a lui L61 ��%'. IX Cl __ o ad A.2 CDF FIRE SAFE REQUIREMENTS - 9 7 -7t ' 3 2_ AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are 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. [V] 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 provide for by the land owner. Driveway Standards 11/1 VV 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [K] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [f� 2. The length of vertical -curves in roadways exclusive 1' of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. (`N 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .1, ,S_?—e3 — (� 7 97 —i.e,/- 3 2-- &Ass z . l4,)j AP # PERMIT # I NAME [] 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. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1.. Gate entrances shall be at least two feet wider than the roadway it serves. NA 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 that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 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. [)(j 1276.02• Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �,r fi:ial inspection of a building permit. Page 2. of 3 --i � 14 -7 AP # q? L( 3 Z 6 %��✓.� PERMIT # NAME Other Reauirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] if Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials 7 7 Date Signature Page 3 of 3 TO*d Ai;sesscfr's Parcel Number: a 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] NojXj Permit No. 5. Is the site an existing site? Yes( I No[ (If yes, finmish two plot plan# 6. What is the electrical rati'ng' of jfie,'mobUehom6?j 16". peres. 7. What is the mobUehome site circuit breaker 'rating? --- ILL' _Ukh� eires. 8.- What is the electrical 0 j�� A rating of the mobilehome, site? Amperes. 9. Is the main ser-Dce remote from the mobilehome site? Yes[ ],.No[ ]Ifftis, what is the rating? Amperes. MIS ' there any other electric load to be served by the'mobilehome'site vledric service (i.e. well, garage etc.)? Yes[ No[ If yes, pie'ase identify the load and size: a) The mobile home site: Load- Amperes-' b) The mainservice: Load- Amperes - 11. Type of gas service at mobilehome, site: Natural[ ] Propanekf None[ 12. Size of 9 s pipe at the mobilehome, site from the meter or t6k.-: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? ZEA B.T.U.* *(This infbrmation" is. not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). PROCESS MS PERMIT- APPLICATION SLffTF- 0" 1 TMEN'l RUILDING DEPAR a P P:R 0 V F 1p May [995 8.5 V/-1:60 00-2T-Inr 44-• 'B054 Mobilehome Manufacturer: Manufacture Year: ? At If other than single wide, furnish Setup Vodel Number: Width: ! Z (ft.) Length:5'!(T ft.) Tagalong or Expando Size . x (ft ) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[✓f Other: SUPPORTS: Concrete block[ VI Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Lorsttion SIIVCLE WIDE MULTI -WIDE Lina 1 1 Lice 2 Line 2 Maie Seams 2.............................................................................................. Lina ......................................................... Lice 1 e 2 Lice 3 Line 2 ............... ..............................................:.............................. Main Bectu ................................................................................. Lice 2 Line I ........................... e S ag or T ' e e4 ine 1 Line 1 Piers: Size minimum: Spacing maximum: From ends -maximum. ` Line 2 Piers: Size minimum: x 130 1 Spacing maximum: From ends -maximum. 2 o ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location'(fro"m'frono: . 3 Line 1 Openings Size minimum: [ ] x ] _ Each side of openings with width over: ` Line 4 Piers: Size minimum: x Spacing maximum: IK -- From ends -maximum ZO'd V81=60 00-ZL-Lnf. 28' 8' 8, 8' j— 3/8" PLATE rnra' I w r/1 r1r GRIPPER BASE �.IT OarQw ' I 1T IUTi m rtu To. ER? ATE x 4" bolts 0 0 0 Typ of 4 rX?x3/Id'L T►T. OF 2 GRIPPERBASE GRIPPER PLATE I I II TOP VIE_ W _ MGP - PAD I I ♦ i ♦ TUF.' 1t(�eCrGlt7rOca I 3Rstr�O�B= W� RAM -0oMpaU>jW "O1"t"m SEE "KM #'t*o'. a' at o 1-1/2" SCH. 40 PIPE m W GRADE 5 PIN OR EQUAL I I r- WITH'/,' 3 OR HOLES ♦ ♦ ♦ LOCK WITHLOCKING LJ NUr OR PIN i I I 2" SCH 40 PIPE • W/ 2 ADJUSTER HOLES .ASIDE VIEW - MGP - PAD I r" 2" SCH 40 PIPE I WELDED TO 1/4" 1 BASE PLATE. 3/16" X 2' BRACE 16' BAR W/ MIN 3/16• / R� X 3/4'FB.LEr WELD. ""�V I • N. G rYP OF 4 3WXrCAD. PLAYED 4 IQKXM (. U; 24' Nat rrr. J_L' N rNDIEW - MGP - PAD 'GP — UNDERIAYMENT_C'gADEyLYWD. P i3 S CCA PRESSURE TREATED DESIGN LISTED AND TESTED BY: BSK ASSOCIATES WAYNE T, POLVADO, PE - LISTING NO. F94249 Ih. C 051110 Iso• 3114101 ! 1` W' X f� ANCHOR BOLTS` TYP OF 4 :. QeoF'Essloyq POURED /17918 CONCRETE PIER ULT.1 �; :xp•� �- f�NOB%orYUNDA�oosrnal PACIFIC CONSULTING ENGINEERS APPROVED am 2150Sol Avenue 0145 Ph:9/64M-6026 Sacranwnto, CA. 95616 Fax: 916464.6029 SUWECr TO CORRECTIONS NaM 0MMS OR >�; F°OMC, TUF-1 PERMANENT sa o(A"UCAB��LAWS AND 'a'°"' lt Glirornimni, FOUNDATION SYSTEM DVum ml of Hauinl mQ Community Derekp . DNISpq OF CODES AND SUNDARDS ' ABESCO -GUS GUARD COMPANY D..f': ,� : P.O.BOJC 128 CATHEYS VALLEY, CA. 95306 7WpleAppmrwEgUn f 209-966-5540, FAX 209-966-5549 L♦7L t 2.. 3. '4. s. 6. 7. 8. 9. 10. I I. 12. 13. 14. GENERAL NOTES GUS GUARD TUF5I DESIGN LOADS: LIVE LOAD - 30LB. FLOOR LIVE LOAD - 40 PSQ WIND LOAD - 80 MPH EXPOSURE -C- SEISMIC ZONE "4" • SNOW LOAD 100 PSF THIS FOUNDATION SYSTEM IS DESIGNED_ TO BE CONSTRUCTED ON A FAIRLY LEVEL STIE WITH NO EXISTING SOIL PROBLEMS. CHASSIS BEAM SUPPORT SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTION. IT AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR MANUFACTURED' HOME SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4' OR WHEN IT WILL BE ADVERSELY AFFECT MANUFACTURED HOME UNIT. CARRY ALL FOOTINGS DOWN TO FIRM. UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR IOtMt PSF TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. STRUCTURAL STEEL FABRICATE ACCORDING TO ASIC SPECIFICATIONS. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES _ 370 PLATES -ASTM A36 BOLTS SAE GR S ASTM A449 - AS'TNI A3725. THE GUS GUARD ASSEMBLIES SHOWN BELOW SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS HORIZONTAL VERTICAL GUS GUARD TUF-1 22000 60000 GUS GUARD MGP PAD 22000 60000 GUS GUARD E -Z TEE PAD 22000 60000 DURING PRELIMINARY INSPECTION. THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. EXISTING COACHES MAY BE RETIROFTTTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE DIGHT OF THREE FEET MULTIPLE UNIT INSTALLATION 1S ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT 15 THE SAME AS SHOWN REQUIRED PER EACH UNIT. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. • (SEE SUET 03) ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. FOR MGP PADS USE 11/8 EXTERIOR PLYWOOD WITH WOLMAN ZED TREATMENT TO 0.40 MAX PCF RETENTION WITH DRYING AFTER TREATMENT. 15. LIGHT HEAVY -WEIGHT PLASTIC AND STEEL PADS MAY BE USED IN PLACE OF WOLMANIZED PADS. 16. E _Z TIE DOWN USED ON SINGLE -WIDE, ROUND STAKES UH X 141 MAYBE USED IN PLACE OF THE I "X 1B" FLAT BAR WHEN SOIL IS EXTREMELY HARD OR IN ROCK. HOLES MAY BE PRE -DRILLED WHEN NECESSARY. 17. GUS GUARD TUF-1 FOUNDATION SYS?EM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED WITH EXISTING S'ANDARDS REQUIRED BY COACH MANUFACTURER OR REPLACE Tnc�i. A ON A ONE TO ONE. BASIS. 18. FOUNDATION BLOCKS 16" x 16' x 12" BED IN PLACE AT GROUND LEVEL MAYBE USED. AT INSTALLERS DISCRETION. AS ALTERNATIVE TO PADS. VARIES 4' - 71Y SEE TABLE 0433 £la _ s S S = r � t L' J IJ ❑ ❑ Ll -- 3=M .SUPPORT AS Fi'c7'3 I BY HAWrACTRRC2 - TYP. a a a❑_❑❑ 2' WKZ PADS IN ANY PAIR MAY BE BOATED 90 DEGREES OR OFFSET TOO HERSIDE TO AVOID CLEARANCE PROBLEMS. El El El ED. MOBILEHOME FOUNDATION SYSM HEALTH AND SM-7TY CODE. SECTTON 163: APPROVED SUWECT TO CORRECTIONS NOTED AMWVAL DOSS NOTALMORM DR ARWAM AN QW==Os DtAaM FROM RC"04M c APrLACMLH STATS LAWS AND RWL%; VM Swo of G6(am owm= d H --g and CommuROy Ikvdopme DIM OF CODES AND STANDARDS luWiwsl �F,►lA. �'�� RrAlpwd&piies /.� Oo: . MGP OR FVC SMPM STANDARD MH FOUNDATION PIERS SUPPORT PAD AS RECObOMENDFD BY THE MANUFACTURER TYP. OR THE ENGINEER TYPICAL THROUGHOUT; �/f7918 � TUF-1 PERMANENT FOUNDATION SYSTEM SINGLE WIDE UNITS DOUBLE WIDE UNITS E= 7 MIN / 8' MAX. ABESCO -GUS GUARD COMPANY S= 8'MIN/ 18 MAX P.O.BOX 128 6'/ CATHEYS VALLEY, CA. 95306 209-966.5540, FAX 209-966-5549 SHETE 2 OF 3 0 BACKFILL W/ A.C. I ASPHALT SET WTI'H CONCRETE PAD �—•l�c�e tat THINSET MORTAR, 'h" MAX THICKNESS, I= 0.6 CONCRETE SET WITH CONCRETE PAD 'h" RED HEAD OR EQUAL 2" FROM CORNER TOTAL 4 • res» 'CONCRETE SET WITH MGP PAD MULIT - WID NGTH IDTH 24E26 28 ' 40.PTO u' 884'-1"- 66 1 12 12 VER 66 16 16 16 INGLE WIDE UNITS GTH IOTH 10 12 14 18 TO 44' 8 8 6 6 4'-1 "- 66' 8 8 8 8 VER 68' 10 10 10 10 SINGLE WIDE UNITS REQUIRE GUS GUARD E -Z TIE PADS Nott Gus GuDrd W--1 Piers am to be plored aJ opppavrlwJelr e4Lut inJerwLs olagi eorb hlonle rcR —II c urIDE Aru- nRAC y 5 INSTAL'.A E - Z TIE DOWN SYSTEM 7°i 35K%�TtiG ard06*0 MOBR.EHOME FOUNDA'T'ION Syg� HEALTH AND S. -,,!QTY CODE, SECTION I8511 APPROVED SUBIECT TO CORRECTIONS NOTED AFFROVAL DOM NOTAUTNOREM OR AFPROVRAN► DIDSAOIa OR DEVIATION FROM REQUmp�rs Cr A"L'C"L2 STATE LAWS AND REOUL.O MM Sutc or C16romf, DT31 mml or Housing and Communis DLvdVmrm DrvISiqN OF CODES AND STANDARDS By uiwu�Ri J D„�.5�L3 a� SPA 110. 7til R+oAword 1 ZN�7918 x *E Np 4 u\�. �`Pfc OF Chl��4F TUF-1 PERMANENT FOUNDATION SYSTEM - ABESCO - GUS GUARD COMPANY P.O.BOX 123 > CATBEYS VALLEY, CA. 95306 209-966-5540, FAX 209-966-5519 SHEET 3 OF 3 c• .i NOTES RESIDENTIAL 05 ~3-0-167 00-1741�� PERMIT NO. - BUSH, N - - - --- _. 7005 BUNKER LL MINE RD., OROVILLE CONTR: OWNS MHU �j'� j17 N SPECIAL CONDITIONS CHECKED SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 JOB FINALED (Date) Signature V= OK 0 = Not OK - = Not Applicable MOBILE HOLES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch ewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) b Electricity; Location-Clearances-GrndE�j mp-Concrete 1v/OI; Location -Test -Wrap; /" L'ft. P Nat. ori/�/"L /'LPG C72!ell Clearance & Discorinn 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date \ Card B-1 Date Card B-1 Date -MOBILE INSTALLATION (Plans) OK except #'s 2. zon iqoequirements-Setbacks-Easements t 3. ootings; 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 Can. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 9c r� Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 H MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel t 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 FINAL (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 in Conduit -9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test ,11. Light Niche Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 H J = OK 0 = Not OK - = Not ReadApplicable = Not Ready ' RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties -Purl in- Roff Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation I of iltration-Walls-Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors Ground Main Disconnect 32. -& Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 86. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Ventilation Throughout House MECHANICAL (Permit) OK except #'s 99. 35. A.C. Ducts Insulation & Support 90. 36. Vent Fan, Exhaust above insulation 91. 37. Condensate Drain & Overflow, Size & Grade 92. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 93. 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing >ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties -Purl in- Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I of iltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. _ Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. 80. 81. Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive J Yes ] No/Walks ] Yes Q No/Planters Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 99. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B -i Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: -COUNTY�:OF BUTTE -DEPARTMENT OF" DEVELOPMENT SERVICES -BUILDING DIVISION/ 7• County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541"PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 058-43-0-167058-43-0-167ZONING FR 10 BUILDINGPERMIT OWNER����' ANN TELEPHONE 5 4-9195 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 7W5 BTDIUM 14TIJ, MTNV V T T F CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 7005 BUNKER HILL MINE RD., OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDN610N5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each aas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MHU Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I rG W @20.00 s. PERMIT FEE $ 80.00 ELECTRICAL PERMIT Fling Fee 20.00 800OR LES Main Service zo.A VOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONIS.( & Acc. BUDS. SO 3.5¢x_ NEW CONST. MULTI.OUTLET NON RESID. C @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES a20 4 1.00 O Ex. Occup. oFIXvrLEEDTSA .a.1EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ;b]: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to.become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X.-r.-y.a� /i % ✓ Date --;;r = (' ? _ Signature of Applicant - O: Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $156.OQ` HAZ. D. FEES - IMP FLOODCOF. -- P CEL '� PD. HD ISSUE t ` ✓ 1� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. t (" eye . / � A� A,,,a,&j,,ate j� 3 PERMIT EXPIRES ON Bre Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT -OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Uroville, California 95965 • Telephone (530) 538-7541 PERMIT N9.. (Rev.12/96),.; ' . APPLICATION AND PERMIT 1�=/�74 ASSESSOR PARCEL NUMBER 08-83-0-167 ZONING FR 10 BUILDING PERMIT T5� OWNER BUSH, ANN TELEPHONE 5 4-8195 SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 7005 BUNKER HILL MINE RT)_ OROVTT.T.F CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 7005 BUNKER HILL MINE RD., OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNIS ION5 NAME P CE g PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 13 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MHU Gas piping stem t - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S 80.00 ELECTRICAL PERMIT Fling Fee 20.00 800V OR LE S Main Service 20 A OR LESS 23.00 9-1 no LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ;W I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason6 Main Service 200A TO 100 -OA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.5QFT. Noo REs D. ='_O, ULTI.O97.50 OWER APPARATUS a SINGLE 0.CI R. Ex. OCCU OUTLET OR FIXTURES SAL @': 0 Ex. Occup. ourLEEDTs AaID.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ no WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c ly with those provisions. X Date CO _ Signa ure of Applicant - sR Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT L FEE $ 1 HAZ. FD. I P FLOOD C EL I 511VSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ate Q PERMIT EXPIRES ON Date Receipt No. 302180 $166.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Ooville, California 95965 - Telephone (530) 538-7541 P RMIT NO. Rev. 12/96) APPLICATION AND PERMIT OD -lel ASSESSOR PARCEL NUMB ZONING �I` b BUILDING PERMIT OWNER TELEPH0 E^ SO. FT. OCC. BUILDING VALUATION i OWNERS MAILING ADDRESS _ / i 01/1 CONTRACTOR'S NAME V v (/V TELEPHONE I CONTRACTORS MAILING ADDRESS / CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS t Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHrrECT OR ENGINEER'S MAUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ I $ PERMIT FEE 9 LOT NO. _ SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFv. Each Trap 7.00 - Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ �1Remodel ❑ Udli'ties)❑ Installation Describe Work: ❑ Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�oa� oa mss 23.00 - i ReceiptNo. WHITE-D.D.S.-S.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR s OR ADONS. ( & ACC. DS. 3.50FT. UDS. NEW CONST. MULTI.OUTLET NON•RESID. t BRANCH CIRCUITS @7.50 POWER APPARATVS 8 SINGLE OUTLEr CIR. ' EX. Occup. OUTLET OR FIXTURES 20 @ 1.00 SAL .30 Ex. Occup. oLmtTs UNS 0E& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 IIisc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fea 2 .00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE� TOTAL FEE $ HA2. D. FEES IMP I FLOOD I COF I PAR HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON "R COUNTY OF BUTTE - DEPARTAIIENfOF DEVELOPMENT SERVICES - BUILDING SION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: Proposed Building Use: tj Building Inspector: J Date: `7 – S CP Q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1. All iiems have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------- -------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- El 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------ ------------------------------------- El 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ,J 1 ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ,{• ❑ 10. Fees of $------------------------------------------------------------------------------------- �•.. ' ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ' !California Department of Forestry plan approval/fees.--------------------------------------------------------- El 13. --------------------------------------------------------❑13. Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approvalHealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan anbusiness d busilicense approval from the Cirty, arking:ok of Bi s. ---------- ------ - a sP -- - - --_ — - 7�/, Planning approval for (A) Use: Q )p'�� " a� _q_ v,At �____------ ' z eo ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- El 20. Pre -inspection for required Request to Building Inspector on - (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number.----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- Letter of signature authorization.----------------------------------------------------------=-------=-=----------- 6RRecorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title ❑ eck to H.C.D $ - . --------------- 30. Other:------- ��When-you issue the 7mrt�oc7es asfollows ❑Mail to owner, ❑Mail t��co tractor. Telephone 5 and hold for pickup at � %G���4-Lk ❑Deliver with inspector. Applicant: Date: ,ZS (�O Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire.Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required dati by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: �d Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. q5Y -�13c) - 16 7- ccz- L S' - wor"M An M-9 Nwitln .a Acc CdW C, - I c0cI& Co ea and the naiionel El 0 o.5e- F r APPROVED Butte County Environmental Health Date e nANDS E,:SM-Wr,7 Al STRU,, 01l-'-'FNM,%GZ St-IiALL BE CLLA.2 ;.-;F Aid. A SKET 22iNCK, 01F -.30 ��L) F -T. F;z,OM THF- P-0.!kD SHALL S: CLEAR OF STRUCTURES AND EQUIPMENT eXQr-eT FOR A 2 FT. EAVE OVERHANG. EnvitOnmental Health 19,513 ro F, 7 County (;ente, Oft" orov,111e, Ca 0 eud ;Z.2 0 S oo'7to - Environmental Health 71 7 Drive Oravilie, Ca kTEnvironmental Health 7 Cent,. -,r !)rive Oroville, Ca Environmental Health U 6 191919- 7 County uentur Urive Oroville, Ca qjn4.eu6!S a c ­75EF71-t5 -q4leGH e,u@WUOJIAL!-' /,4unoD ;9ljnp. (13AOZlddv cc � • V� _- COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7- County Center Drive - Oroville, California 95965 - Telephone (916) 538-75410/` E (Rev.92/96) APPLICATION AND PERMIT % `7— ASSESSOR PARCEL NUMBER 0 ZONING FR 10 BUILDING PERMIT WNER S 7005 BUNKER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS OWNER CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS NnNE CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 7nng BUNKER HILL Plan Checking Fee $ 9,1 nn BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME P CEL PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IN Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 13X Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home @20.00 60 00 PERMIT FEE $ 80.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service Zoon 0..ss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter • 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors i to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Main Service TG 46.00 NEW CONST. DWWELEE CU OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.5dFTE NEW CONST. MULTI-OUTLET NON-RESID. ANC 97.50 OWERAPPARATUS a SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20 Q 1.00 BAL @ .50 Ex. Occup. OUITLETSPPLIRES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 1)n nn Misc. Wiring 23.00 PERMIT FEE S 66.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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_ _ Signature of Applicant - wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Q Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT %E$ $ 66.00 HA2. D. FEES IMP FL D COF o HD suE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. p By ate p PERMIT EXPIRES ON 7 tp (pale) Receipt No. —224147 WHITE-D.D.S.-B.D. CANARY -AS SOR PINK -INSPECTOR GOLDENROD -APPLICANT .'�'� �r .r,:T:.R'�Y. _�. .. �:.;,-� `,.r:�v,./-a�'�r\`�,.awe-.."ka'.^""I.i'��rrs`+'�t�' _';-.7. y�� #"r�i... i7'�'^!�'^.,�.3y'� +a .. ;ey.'w""`'T'-v+� �` ' • •r... -r•1. -t �..-. .. OLT'�OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI TJ 7-CO TY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMITAPPLICA TION DATA SHEET 0 OWNER: % / r n n6k- ASSESSOR PARCEL ER: Proposed BuildirigfLTse: Building Inspector: Date: At time of permit application, was advised the following data must be submitted prior to permit processing and/or issuance: " Date Received By ❑ 1. items have been submitted -------------------------------------------------------------------------------------- ,1ot plans, sets, signed by the preparer of plans. ------------------------------------------------------------ �❑'3 omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- '04. Engineered plans, 3/4 sets, with wet signature on plans,.All engineering must b shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) o faxes! ------------------ ❑ 6. Energy Design Compliance and supportirig documentation. --------- -------------------- El 7. Statement of.Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ------ -------------------===-------------------------------------------------------------- ❑9` anufactured Home data and installation ' OI`` Fees of $ - ----- ❑ 1. Impact fees as shown on the attached schedule. 2. California –artment of Forestry plan approv, ❑ Flood evation certificate. ----------- —7 ----- -- anitation and plot plan approval 5. City of Chico plumbing permit. ------------------ ie Down Specifications ------------------- Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning -approval for (A) Use: (B) Parking: r' ❑ 11 Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- --- � VIV Encroachment Permit for driveway (construction approval prior to occupancy). -------------- Pre-inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification, (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. ------------------------------- Recorded copy of Agricultural Acknowledgment Statement. 6%26.' Letter of intent on building use. ---------------------------------- 027. Manufactured Home utility clearance. ---------------------- --- ❑28. Existing violations and/or expired permits. --------------------- 1129. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: ------- When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. PP C� 11y � ' Applicant: Date: 7 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: 1. Index.permit application for the above items numbered: ❑ P&h Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 11 Building Division counter, by Date:"V Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: h Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: S Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES X NO ❑ 2. I HAVER HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER:_ DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER . O.B.-1 I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do y wn wo with the exception of various trades that you plan to subcontract, you should be aware of the follow' information for our benefit and protection: ♦ If you employ or otherwise engage any ersons other than your immediate family, and the -work (including materials and other co ts) is $300 or more f r the entire project, and such persons are not licensed as contractors or subcontractor then you may be employer. ♦ If you are an em u must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information abouty our obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER ,5A /4 111, ae f� f Rev 1.x b_A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB 3 ZONINar BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADORES9 In rnrn .� /1 /V AC CONTRA�TQR'S NAME wO r - TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTI LENDER © Yl e Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT R ENGINE ©V1 UCENSE NO. Filing Fee $ Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ , D BUILDING ADDRESSn ?DOS ✓r er /ne Energy Plan Checking Fee $ $ Oro V � PERMIT FEE _ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome V Other SPECIFY Solar or heat um water heater 23.00 Waterpiping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation O Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S W @20.00 V15 O PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200A OR LESS f� 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATIONOUTLET 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by "section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier _ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1. certify that In the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X __ Date _ Signature of Applicant - O Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' deep and -demolition or construction ;, of structures over 3 stories in hei 01. Main Service 200A TO I000A 46.00 NEW CONST. ( DWELLING OCCUP. SO OR ADONS. a ACC. BUDS. 3.5¢FT: CONS LET • MULTI.OLlTg7.50 POwFR APPARATUS SINGLE OUTLET CIS. Ex, Occup.A SAL O .50 OR IIS OF FIXED APPLNS. OR 5.00 Ex. Occup. ouTlFrs RES10. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ U _Q MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE E S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ • HAZ. D. FEES IMP FLOOD COF PARCEL 'PO NO I ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have A .. , ; , ; .. .,; By _ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. :,, ,,.• ,, Date Da fa) ReceiptNo: WHITE-O.D.S.-B.D. CANARY-ESSOR PINK -INSPECTOR GOLDENROD•APPLICANT x And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 97-025934'1' Rec' Fee " 1 IHF Recorded I COP Official Records I Cash County of I Butte I Candace J. Grubbs I Recorder I 2:14pm 11 -Jul -97 I PUBL 26. 00 2.00 4.50 32.50 XX 8 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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: '" J ! % PROPERTY WNERS: State of California County of &47TF On ul 3 1017before me, personally appeared _4N 2 au' l -I personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/arc 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 official seal. �- , • `° P. MC tNHERTER ►—�nn r Comm. #1133509 ►`►nn NOTARY PUBLIC -CALIFORNIA UI Signature ��-�' L Seal: ' Butte County My Comm. Expires May 11, 2001 t•iVT CHICO TEL No._ -_+lc -5431: Feb 21 -+' 10:32 No .011 P.L14 92-08687 ORDER NO. BU -125617-3 nFSCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL -1: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 19, 1972, IN BOOK 40 OF MAPS, AT PAGE(S) 82. EXCEPTING THEREFROM ALL MINERALS BELOW A DEPTH OF 200 FEET AND THE RIGHT TO EXTRACT SAID MINERALS BY MEANS OF TUNNELS AND/OR ORIFICES FROM OUTSIDE THE EXTERNAL BOUNDARIES OF SAID PARCEL, BY. DEED RECORDED AUGUST 28, 1980, IN BOOK 2546, PAGE 7, OFFICIAL RECORDS. TOGETHER WITH AND RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE SOUTH 30 FEET OF PARCELS 1, 2 AND 3; OVER THE EASTERLY 30• FEET OF PARCEL 2; AND OVER THE WESTERLY 30 FEET OF PARCEL 3. PARCEL II NON-EXCLUSIVE EASEMENTS FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1 THRU 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 11, 1972, IN BOOK 40 OF MAPS, AT PAGE(S) 67. PARCEL III: A NON-EXCLUSIVE EASEMENT ^OR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2, 3, AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 26, 1972, IN BOOK 40 OF MAPS, AT PAGE(S) 87. ' PARCEL, IV AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF r LAND 60.00 FEET IN WIDTH LYING 30.00- ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE. BEGINNING AT A POINT THAT IS LOCATED SOUTH 84 DEG. 46' 30" WEST, 30.00 FEET FROM THE NORTHEAST CORNER OF TI4E WEST HALF OF T4E EAST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., SAID POINT BEING ALSO LOCATED IN THE CENTERLINE OF THE BIG SEND ROAD; THENCE FROM SAID POINT OF BEGINNING, SOUTH 89 DEG. 04' 30" WEST, 30.00 FEET SOUTHERLY OF AND PARALLEL WITH THE NORTHERLY �_.__—.�___ _ -ir•_.r.�i0:'�:sa+�l�+¢l��•�.�.x�'..,�,�?i:.•..:��n.sL..wv:.�'ata�d9�`.� —_ _— -- _ _ n°n�'Ys�.,a}'�i;dAl�'—^�y ��•:-:iiuia:4L'f •lVT CHIlO TEL f10 .1-9131:?539 2 - ,F�b hil :'2 10 '�2 I-Io.G11 F•.n5 U QQ ORDER NO. BU -125617-3 PARQF.L IV: CONTINUED LINE OF SAID WEST HALF OF SECTION 7 FOR A DISTANCE OF 941.52 FEET TO A POINT LOCATED IN THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 7, WHICH POINT IS LOCATED SOUTH 0 DEG. 26' 03" EAST, A DISTANCE OF 30.00 FEET FORM THE NORTH ONE-QUARTER CORNER OF SAID SECTIO14 7; THENCE SOUTH 89 DEG. 001 40" WEST, 30.00 FEET SOUTHERLY CF AND PARALLEL WITH. THE NORTHERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAlu SECTION 7 FOR A DISTANCE OF 383.43 FEET TO THE END OF SAID DESCRIBED ROAD CENTERLINE. PARCEL V• AN EASEKENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LA1:D 60.00 FLET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 89 DEG. 00' 40" WEST ALONG THE NORTHERLY LINE OF THE EAST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., A DISTANCE OF 369.52 FEET; THENCE FROM SAID POINT OF BEGINNING, SOUTH 24 DEG. 19' 57" WEST, A DISTANCE OF 34.59 FEET; THENCE SOUTH 12 DEG. 41' 27" WEST, A DISTANCE OF 254.91 FEET; THENCE SC' --.i 63 DEG. 45' 33" EAST, A DISTANCE OF 280.02 FEET; THENCE •SOU•t-H 44 DEG. 53' 53" EAST, A DISTANCE OF 157.21 FEET; THENCE SOUTH 14 DEG. 34' 33" EAST, A DISTANCE OF 414.03 FEET; THENCE SOUTH 10 DEG. 48 DEG. 57" WEST, A DISTANCE OF 119.01 FEET; THENCE SOUTH 13 DEG. 04' 13" EAST, A DISTI,NCE OF 322.13 FEET; THENCE SOUTH 79 DEG. 27' 07" WEST, T. DISTANCE OF 168.94 FEET TO A POINT THAT IS LOCATED SCOTH 3 DEG. 40' :i9" WEST, A DISTANCE OF 3.386.92 FEET FROM THE NOPfH ONE-QUARTER CORNER OF SAID SECTION 7; THENCE SOUTH 2 DEC. 01' 33" EAST, A DISTANCE CF 243.91 FEET; THENCE SOUTH 69 DEG. 26' 43" EAST, A DISTANCE OF 195.79 FEET;. THENCE SOUTH 28 DEG. 15' 13" EAST, A DISTANCE OF 309.57 FEET; THENCE SOUTH 7 DEC. 31' 36" WEST, A DISTANCE OF 242.09 FEET; THENCE SOUTH 64 DEG. 53' 03" EAST, A DISTANCE OF 229.75 FEET; THENCE SOUTH 29 DEG. 40' 43" EAST, A DISTANCE OF 187.33 FEET; THENCE SOUTH 3 DEG. 26' 17" WEST, A DISTANCE OF 132.26 FEET; THENCE SOUTH 37 DEG. 42' 27" WEST, A DISTANCE OF 280.66 FEET; T:1EYCE SOUTH 24 DEG. 04' 03" EAST, A DISTANCE OF 215.46 FEET; THENCE SOUTH 3 DEG. 34' 17" WEST, A DISTANCE OF 415.19 FEET; THENCE SOUTH 54 DEC. 12' 17" WEST, A DISTANCE OF 260.64 FEET; THENCE SOUTH 0 DEC. 04' 33" -7AST, A DISTANCE OF 381.05 FEET; THENCE SOUTH 27 DEG. 11' 17" WEST, A DISTANCE OF 144.65, FEET; THENCE SOUTH 13 DEG. 06' 33" EAST, A DISTANCE OF 225.29 FEET; THENCE SOUTH 56 DEG. 20' 57" WEST, A DISTANCE OF 59.35 FEET; THENCE NORTH 50 DEG. 03' 53" WEST, A DISTANCE OF 121.21 FEET TO A POINT LOCATED IN THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 7; 14ORTH 0 DEG. 26' 03" WEST, A DISTANCE OF 931.10 FEET FROM THE CONTINUED H V T IC 0 TE! ;'4c.--.1-a_F-S971 5' Fe!, 21 .q,2 10:32 No.011 F.'i6 92-08 861 .'. . j ORDER NO. BU -125617-3 PARCEL V: CONTINUED SOUTH ONE-QUARTER CORNER OF SAID SECTION 7; THENCE FROM SAID POINT CONTINUING I4ORTH 50 DEG. 03' 53" WEST, A DISTANCE OF 208.97 FEET; THENCE NORTH 84 DEG. 44' 13" WEST, A DISTANCE OF 308.65 FEET; THENCE SOUTH 35 DEG. .41' 47" WEST, A DISTANCE OF 245.27 FEET; THENCE SOUTH 63 DEG. 31' 37." WEST, A DISTANCE OF 237.22 FEET; THENCE SOUTH 51 DEG. 26' 17" WEST, A DISTANCE OF 291.19 FEET; THENCE SOUTH 7 DEG. 49' 07" WEST, A DISTANCE OF 314.85 FEET; THENCE NORTH 87 DEG. 02' 37" EAST, A DISTANCE OF 236.63 FEET; THENCE SOUTH 9 DEG. 31' 23" EAST, A DISTANCE OF 69.30 FEET; THENCE SOUTH 88 DEG. 32' 37" WEST FOR A DISTANCE OF 339.57 FEET; THENCE NORTH 22 DEG. 23' 13" WEST, A DISTANCE OF 241.87 FEET; THENCE NORTH 0 DEG. 23' 57" EAST, A DISTANCE OF 105.74 FEET; THENCE NORTH 29 DEG. 55' 07" EAST, A DISTANCE OF 320.82 FEET; THENCE NORTH 61 DEG. 55' 17" EAST, A DISTANCE OF 275.44 FEET; THENCE NORTH 44 DEG. 06' 07" EAST, A DISTANCE OF 264.64 FEET; THENCE SOUTH 79 DEG. 07' 47" WEST, A DISTANCE OF 214.00 FEET; THENCE NORTH 53 DEG. .42' 43" WEST, A DISTANCE OF 177.63 FEET; THENCE NORTH 0 DEG. 51' 47" EAST, A DISTANCE OF 133.07 FEET; THENCE NORTH 9 DEG. 54' 17" EAST, A DISTANCE OF 173.29 FEET; THENCE NORTH 2 DEG. 34' 47" EAST, A DISTANCE 317.89 FEET; THENCE NORTH 81 DEG. 08' 03" WEST, A DISTANCE OF 65.40 FEET; THENCE SOUTH 26 DEG. 14' 27" WEST A DISTANCE OF 292.64 FEET; THENCE SOUTH 61 DEG. 23' 17" WEST, A DISTANCE OF 172.51 FEET; THENCE NORTH 53 DEG. 08' 43" WEST, A DISTANCE OF 7.61 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7, WHICH POINT IS LOCATED NORTH 0 DEG. 24' 32" WEST FOR A DISTANCE OF 1573.59 FEET FROM THE SOUTHWEST CORNER OF SAID i:ASY HALF OF THE WEST HALF OF SECTION 7 AND THE END OF SAID ROAD CENTERLINE. PARCEL VI AN EASEMENT FOR ROAD AND PUBIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 3 DEG. 40' 39" WEST, A DISTANCE OF 1386.92 FEET FROM THE NORTH ONE-QUARTER CORNER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M.; THENCE FROM SAID POINT OF BEGINNING NORTH 77 DEC. 34' 33" WEST, A DISTANCE OF 191.91 FEET; THENCE NORTH 66 DEG. 59' 53" WEST, A DISTANCE OF 257.83 FEET; THENCE SOUTH 55 DEG. 13' 07" WEST, A DISTANCE OF 197.19 FEET; THENCE NORTH 52 DEG. 04' 03" WEST, A DISTANCE OF 163.92 FEET; THENCE NORTH 4 DEG. 41' 53" WEST, A DISTANCE OF 136.50 FEET; THENCE NORTH 48 DEG. 07' 33" WEST, A DISTANCE OF 95.60 FEET; THENCE SOUTH 76 DEG. 32' 47" WEST FOR A DISTANCE OF 447.25 FEET; THENCE. SOUTH 7 DEG. 20' 27" WEST, A CONTI14UED .;1,'T CH1C0 TEL Nr; .1-:1 1,3 53 Fah 21 X12 10:32 No.011 P. 107 92-08687 ORDER NO. BU -125617-3 PARCEL VI: CONTINUED DISTANCE OF 235.23 FEET; THENCE SOUTH 6 DEG. 46' 43" EAST, A DISTANCE OF 213.34 FEET; THENCE SOUTH 12 DEC. 06' 27" WEST, A DISTANCE OF 171.00 FEET; THENCE SOUTH 21 DEG. 07' 03" EAST, A DISTANCE OF 257.75 FEET TO A POINT THAT IS LOCATED SOUTH 2 DEG. 02" 54" EAST, DISTANCE OF 1988.79 FEET FROM THE NORTHWEST CORNER OF THE EAST HALF OF THE WEST HALF 'OF SAID SECTION 7; THENCE FROM SAID POINT SOUTH 5 DEG. 28' 03" EAST, A DISTANCE OF 181.15 FEET; THE14CE SOUTH 21 DEG. 18' 43" EAST FOR A DISTANCE OF 352.33 FEET; THENCE SOUTH 0 DEG. 52' 27" WEST, A DISTANCE OF 233.48 FEET; THENCE SOUTH 9 DEG. 09' 13" EAST, A DISTANCE OF 124.85 FEET; THENCE SOUTH 57 DEG. 46' 17" WEST, A DISTANCE OF 81.68 FEET; THENCE NORTH 76 DEG. 54' 03" WEST FOR A DISTANCE OF 59.54 FEET; THENCE NORTH 52 DEG. 00' 33" WEST, A DISTANCE OF 107.97 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF THE WEST HALF' OF SAID SECTION 7 WHICH POINT IS LOCATED SOUTH 0 DEG. 24' 32" EAST, A DISTANCE OF 2816.48 FEET FROM THE NORTHWEST CORNER OF SAID SAST HALF OF THE WEST HALF OF SECTION 7 AND SAID POINT BEING THE END OF SAID ROAD CENTERLINE DESCRIPTION. PARCEL xrr1_ AN EASEMENT FOR ROAD AWD PUBLIC UTILITY PURPOSES OVER A. STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 2 DEG. 02' 54" EAST, A DISTANCE OF 1988.75 FEET FROM THE NORTHWEST -CORNER OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7; THENCE SOUTH 18 DEG. 36' 47" '.BEST, A DISTANCE OF 99.07 FEET; THENCE SOUTH 61 DEG. 10' 47" WEST, A DISTANCE OF 27.98 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAID. SECTION 7 AND THE END OF SAID ROAD CENTERLINE DESCRIPTION. PARCEL VIZI: AN EASEMENT FOR ROAD 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 ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED SOUTH 89 DEG. 00' 40" WEST ALONG THE 14ORTIIERLY LINE OF THE EAST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., DISTANCE OF 369.52 FEET; THENCE SOUTH 45 DEG. 05' 43" WEST, A DISTANCE OF 169.30 FEET; THENCE NORTH 88 DEG. 14' 30" WEST, A DISTANCE. OF 221.12 FEET; THENCE SOUTH 6 DEG. 47' 00" EAST, A DISTANCE. OF 152.02 FEET; THENCE NORTH 76 DEG. 18' 50" WEST, A DI:TANCE OF 139.76 FEET; THENCE SOUTH 58 DEG. 22' 00" WEST, A CONTINUED PMT CHICO TEL N . 1 1+5'::,-+ 14-2 — 0 6 6 8F,b 21 :+2 11.1 .jam' !•!o .011 F.Ci8 ORDER NO. BU -125617-3 1 PARCEL YIII: CONTINUED DISTANCE OF 160.13 FEET; THENCE NORTH 63 DEG. 08' 40" WEST, A DISTANCE OF 180.88 FEET; THENCE SOUTH 65 DEG. 11' 30" WEST, A DISTANCE OF 116.90 FEE_; THENCE SOUTH 54 DEG. 29' 30" WEST, A DISTANCE OF 129.20 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7 AND THE END OF SAID ROAD CENTERLINE. PARCEL IX: AN EASEMENT FOR ROAD 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 ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED NORTH 27 DEC. 33' 07" EAST, A DISTANCE OF 327.96 FEET FROM THE SOUTHWEST CORNER OF THE EAST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., SAID POINT BEING ALSO LOCATED IN THE CENTERLINE OF AN ABOVE DESCRIBED•ROAD EASEMENT; THENCE FROM SAID POINT OF BEGINNING, NORTH 37 DEG. 55' 12" WEST, A DISTANCE OF 252.54 FEET TO A POINT LOCATED IN THE WESTERLY LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 7; THENCE FOLLOWING ALONG SAID WESTERLY LINE NORTH 0 DEG. 24' 32" WEST FOR A DISTANCE OF 210.00 FEET TO THE END OF SAID ROAD CENTERLINE. P;,RCEL X• AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET- IN WIDTH LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE; BEGINNING AT A POINT THAT IS LOCATED SOUTH 0 DEG. 24' 32" EAST, A DISTANCE OF 338.52 FEET FROM THE NORTHEAST CORNER OF THE WEST HALF OF THE WEST HALF OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, M.D.B. & M., SAID POINT BEING ALSO A TERMINATING POINT FOR A 60.00 FOOT ROAD EASEMENT CONTAINED IN DEED TO BEVERITT, INC. RECORDED* DECEMBER 29, 1965, IN BOOK 1406 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 416; THENCE FROM SAID POINT OF BEGINNING CONTINUING ALONG THE PROJECTION OF THE LAST MENTIONED COURSE OF SAID ROAD EASEMENT CONTAINED IN SAID DEED TO BEVERITT, INC., c.*nrTTH 54 DEG. 29' 30" WEST FOR A DISTANCE OF 72.22 FEET: THENCE SOUTH 63 DEG. 15' 00" WEST, FOR A DISTANCE OF 193.34 FEET; THENCE SOUTH 51 DEG. 16' 00" WEST FOR A DISTANCE OF •116.17 FEET; THENCE SOUTH 63 DEG. 15' 10" WEST FOR A DISTANCE OF 252.52 FEET; THENCE SOUTH 31 DEG. 51' 20" WEST FOR A DISTANCE OF 351.66 FEET; THENCE SOUTH 89 DEG. 43' 20" WEST FOR A DISTANCE OF 286.21 FEET, THENCE SOUTH 43 DEG. 38' 10" WEST FOR A DISTANCE OF 264.21 FEET; THE14CE NORTH 59 DEG. 42' 10" WEST FOR A DISTANCE OF 75.42 FEET TO A POINT LOCATED IN EASTERLY LINE OF THAT CERTI,IN PARCEI. OF LAND AS CONTINUED VT CHICO TEL !:n.l-'alr:, �1<__ F . 11,__ 1'):3:' t:_�.� 11 r.09 92-08687 ORDER NO. BU -125617-3 PARCEL X: CONTINUED CONTAINED IN DEED TO NELSON S. DAVIS, ET UX, RECORDED JULY 15, 1966, IN BOOK 1435, PAGE 432, OFFICIAL RECORDS, SAID POINT ALSO BEING LOCATED SOUTH 0 DEG. 00' 41" EAST A DISTANCE OF 1090.56 FEET FROM THE NORTHEAST CORNER OF SAID DAVIS PARCEL, SAID POINT BEING ALSO THE END OF SAID ROAD CENTERLINZ. PMCEL X'. AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT A POINT THAT IS LOCATED NORTH 0 DEG. 24' 32" WEST A DISTANCE OF 1573.59 FEET FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN DEED TO BEVERITT, INC., RECORDED DECEMBER 29, 1965, IN BOOK 1406 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 416, SAID POINT BEING ALSO THE TERMINATING POINT OF A 60.00 FOOT ROAD EASEMENT CONTAINED IN SAID DEED TO BEVERITT INC.; THENCE FROM SAID POINT OF BEGINNING CONTINUING ALONG THE PROJECTION OF THE LAST MENTIONED COURSE IN SAID ROAD DESCRIPTION NORTH 53 DEG. 08' 43" WEST FOR A DISTANCE OF 63.11 FEET; THENCE NORTH 4 DEG. 32' 33" NEST FOR A DISTANCE OF 148.91 FEET; THENCE NORTH 16 DEG. 38' 53" WEST FOR A DISTANCE OF 241.98 FEET; THENCE NORTH 11 DEG. 41' 17" EAST FOR A DISTANCE OF 1.92.18 FEET; THENCE NORTH 40 DEG. 10' 43" WEST FOR A DISTANCE OF 84.47 FEET; THENCE NORTH 8 DEG. 10' 13" WEST FOR A DISTANCE OF 244.22 FEET; THENCE NOR'T'H 59 DEG. 42' 23" WEST FOR A DISTANCE OF 162.33 FEET; THENCE NORTH 20 DEG. 48' 53" WEST FOR A DISTANCE OF 121.21 FEET; THENCE NORTH 68 DEG. 52' 03" WEST FOR A DISTANCE OF 159.33 FEET; THENCE SOUTH 89 DEG. 32' 17" WEST FOR A DISTANCE OF 75.96 FEET; THENCE NGR':H 34 DEG. 28' 03" WEST FOR A DISTANCE OF 280.49 FEET; THENCE NORTH 62 DEG. 15' 33" WEST FOR A DISTANCE OF 127.94 FEET; THENCE SOUTH 37 DEG. 10' 27" WEST FOR A DISTANCE OF 333.77 FEET; THENCE NuRTH 70 DEG. 24' 33" WEST FOR A DISTANCE OF 240.91 FEET TO A POINT THAT IS LOCATED IN THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND AS CONTAINED IN DEED TO NELSON S. DAVIS, ET UX, RECORDED JULY 15, 1966, IN BOOK 1435, PAGE 432, OFFICIAL RECORDS. SAID POIP:T BEING ALSO LOCATED NORTH 0 DEG. 00' 41" WEST, A DISTANCE OF 240.30 FEET FROM THE SOUTHEAST CORNER OF SAID DAVIS PARCEL, SAID POINT BEING ALSO THE END OF SAID DESCRIBED ROAD CENTERLINE. EXCEPTING THEREFROM THAT PORTIO14 OF THE ABOVE DESCRIBED EASEMENT AS CONTAINED IN THE QUITCLAIM DEEDS RECORDED JULY 18, 1968, IN BOOK 1525, PAGES 469, 471 AND 473, OFFICIAL RECORDS. 1-0crii_iia T -L TiiOSE 60 FOOT ROAD EASEMENTS AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED JAI:JARY 19, 1976, IN BOOK 55 OF PARCEL MAPS, AT PAGE 36. EXCEPTING TiiEREFROM ALL THAT PORTION LYING WI'T'HIN THE BOUNDS OF PARCEL I DESCRIBED HEREIN. END OF CU-,UMENT M A 0 1- 4 R cad 0 ��a 1 0 'Ole% -HU= COUNT T Date: 1 ( 1 .1 A -. �, - 1, �_,! Owner: n fi 1364 S� Address:- Location: n TWE: ]Building [/]Health ]Planning Permit History on File: ]None [ ]As follows: n /yam TENT SERVIC-E.S... -A-P .4 r Zoning: 5 General Plan: 77- jL Caution: Yes[ ] No[ ] INSPECTOr-4,!S REPORT,, Tenant: Ad=: Description of Violation: "q M olz_ 'k Approximate BuildingfMobile Home "size: rl.pproximate Building/Mobile Home age: Under construction: Built by/for: f%jkesent ownell ]Previous owner ]Occupied ]Vacant Has Electricity: .]Yes Has Gas:[ ]Natural ]Propane ',]None Has Sahitation: ]Yes '-[P'jNo Obvious sewage problems? ]Yes [,,]No Hazards:[ ]Yes ]NO. Person Contacted: Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE .'ORRECTION NOTICE! Inspector" ac�.P-I-j 4Z, -,U0 -C— Date: ACTION RECOMNIENDED: ]Information Only, File �fflold for Days 1 ]Complaint Unfounded 10ther ]Resolved per Inspector's Report t ISend Letter for Compliance, r :.ioladsul uiag s;uounuo., p:uogtpp�, - :su017.uaol 2uiplinq llu gji,b uuld ;old u k►u xp 3snui .iopadsul r. 0 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541^ 747 Elliott Road, Paradise, CA - (916) 872-6307 4£ CORRECTION NQTICE OWNER PERMIT NO. ;< .S: A routine inspection indicates that the following violations of Butte County Ordinances exist at i the above address and should be corrected. Please notify this office when correction of work �r is completed. If you have any questions pertaining to this matter, or need additional explanation, Please copXact,this office immediately. 77-r�a Z-' (2> 4:f C- &4- b-.1 el A r, I , I / / . .., ,-% I. . f Date 76, Inspector REV 10/92 BUTTE COUNTY DEVELOPMENT SERVICES Complainant: DJ FPL4SLr,1,n Address: Phone Number: 9/6 - Other Comments: - Inspector must draw a plot plan with all building locations: Additional comments from Inspector: 2 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.OWNE NAMERS �`^-� " , i VI NUMBER: VO —F ED— 1(o`7 PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: F)e /0 FLOOD ZONE: FLOOD MAP: 055 (3 APPROVED: CONDITIONALLY APPROVED: V/ RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO e4 /%c COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING ( LOT .1 BOOK 4O PAGE 62 COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 5'0 ft.building setback from r' f y 7-,4 i EAa T p12 o n6j' ry . _ 3. Comply with Zoning code for building setback from road.. 8 Z) 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees... (See. phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning DA sign. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. 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. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23 24. 25 26 A101N3Wd013A30 ONbI 311I1910 A1NI103 1661 0 t in r ®3ni333a LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR RESIDENTIAL 058-830-167 PERMIT#97-1432 PERMIT N _BUSH, Ann 7005 Bunker Hill Mine Rd,Oroville« PERMIT E`.".Mobilehome Utilities OWNER CONTR. ASSESSOR PARCEL LOCATION r t t - 1 Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V=OK O = Not OK Not `=NotReady ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s i. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2.Footings; Sorts-Size-DepthSpacing•Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-0ecking-BracingStairs-Rails 3. Sewer, Location-Test-Fall�C/O-Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /1-1L / /Nat or/ /"L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fong.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing-VeneerStucco-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test Deman• Vahe-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability _ 5. Drain; MH Test -Fall -Flex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance -GR 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pod Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal wN-Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir TesbWater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, LOVERS, CARPORTS, GARAGES (Plans) OK except #'s i. Zoning Requirements -Setbacks -Easements 2.Footings; Sorts-Size-DepthSpacing•Connectors-Steel 3. Decks; Girders and/or Joists-0ecking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing-VeneerStucco-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. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wN-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir TesbWater Supply Test 11. Light Niche Date Card B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O= Not OK RESIDENTIAL (Single & Duplex) - = Not Applicable Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / /' Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /' Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ C 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/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & 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 PLUMBING (Permit) OK except #s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-Wa IIs -Ceilings 62. 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 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: -•c-,-rsr--- ^ -� r : �. .-, .... wA. _`,,, ., . , #, S t�COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541�]/�-j �ERJ�J�lc� (Rev.�2 9s; APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 058-830-167 ZONING FR 10 BUILDING PERMIT WNER `_ 7005 BUNKER HILL MINE RD R TELEPHONE J1 1 F 9f� SO. FT. OCC. ' BUILDING VALUATION OWNER'S MAILING ADDRESS OWNER CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS NON CONSTRUCTION LENDER LENDER'S MAILING ADDRESS NONE Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 7005 MAKER HILL MINE ED Plan Checking Fee $ BUILDING ADDRESS OROVII I E Energy Plan` hecking Fee $ PERMIT FEE _ LOT NO. SUBDIVISION'S NAME pARCLL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑� Installation ❑ Other ❑ Describe Work: Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S: G `W @20.00 60,00 PERMIT FEE S �• ELECTRICAL PERMIT Fling Fee 20.00 'Main Service io noav<ss 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the'following reason: 10• I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADDNS. ( d ACC. BUDS. 3.5Qp{_ NEW CONST. MULTI.OUTLET �1 NON -RE 00ID. ANC I C I 1:.7.50 POWER APPARATUS d SINGLE OIfTLET CIR. EX. Occup. OUTLET OR FIXTURES BAS p I.1. Ex. Occup. ouTED rs (MESS5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ ti• WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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. � f J X ��.._ /,� _nDate _7- _ Signature of Applicant --,�"Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.9 6 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT L FEE $ X66. 00 HAZ. D. FEES IM�f FL D f%D CD p EL pp HD SUE i.� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. (� /���I B Date e-` PERMIT EXPIRES ON �/�7 2 Y (D, 1e Receipt No. `41w,��`Vr 3 7�.1�(� WHITE-D.D.S.-B.D. CANARY -AS SOR PINK -INSPECTOR GOLDENROD -APPLICANT VIOLATION CHECK LIST A. P. # 058-83-0467 Address 7005'bunker hill mine road, OROVILLE 95965 Owner ANN BUSH Owner's Address" SAME Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. MOBILEHOME BLOCKED W/O PERMITS (PARTIALLY) PER GARY'S CORR NOTICE --OCCUPIED ASSESSOR SHOWS THAT TO BE MAILING ADDRESS Specific Plot Plan with C/V Noted des no Penalties Required 1st. Notice Sent 1/9/97 2nd. Notice Sent ate Date Comments and/or Determination -.. Disposition For Citation Citation (Date) (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) Ann Bush 7005 Bunker Hill Mine Road Oroville, CA 95965 BEAUTY ULFAHIMtNI OF UtVtLUPMtNI 5tHVIGt5 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Code Violation 7005 Bunker Hill Mine Road, Oroville Dear Ms. Bush: January 19, 1999 A.P.#-58-83-0-167 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated January 9, 1997 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for installation of a mobilehome in violation of the Mobile - home Parks Act of Title 25, California Code of Regulations, adopted by Section 28A-1 of the Butte County Code as follows: (a) 1018 -Permits Required for -any Plumbing or Electric (b) 1048 -Inspections Required for any Plumbing or Electric (c) 1324 -Permits Required for Mobilehome Installation (d) 1326 -Inspections Required for Mobilehome Installation The above violation(s) shall be corrected or abated by you by submitting three (3)) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to.correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. 0, Letter to Ann Bush* Code Violation A.P. #058-83-0-167 Page 2 January 19, 1999 Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. MCV:dms Sincerely, Mich el C. ieira, C.B.O. Manager, Building Inspection 2 3 4 5 6 7 8 9 10 11 12 13 'I 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 *ROOF OF SERVICE BY AIL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred. My business address is: I served the foregoing (A.P. #058-83-0-167) Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 SECOND NOTICE VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 19TH. OF .JANUARY. 1999 and addressed as follows: ANN BUSH 7005 BUNKER HILL MINE ROAD OROVILLE, CA 95965 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 1/19/99 at OROVIT.J.P , California. Donna Sperling Office Assistant III Ann Bush 7005 Bunker Hill Mine Road Oroville, CA 95965 3EAUi'l BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 January 9, 1997 RE: Code Violation A.P. #058-83-0-167 7005 Bunker Hill Mine Road Dear Ms. Bush: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for installation of a mobilehome. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. S' cerely, MCV:dms Mi ael C. Vieira, C.B.O. Ma ager, Building.Inspection cc: Assessor 0w•v e� ;.v �od� 1 (-"moo^ O G�G��.rCSbr % ! �' i f i r S f7 p o z. -r- a c t ask . 1 4/3/92 BUTTE COUNTY IMPACT FEES 1. Drainage A. Thermalito Area (1) Residential - $425.00/living unit (2) Commercial - per schedule in Resolution 90-123 2. Recreation Districts A. Chico Area Recreation and Park (1) Residential - $1189.00/living unit (2) Commercial - None 3. School Districts A. All (1) Residential - per schedule of each district (2) Commercial - per schedule of each district 4 . Sheriff. A. Entire unincorporated area (1) Residential - $360.00/living unit; Multiple - $252.00/living unit (2.) Commercial - $0.03/sq.ft. 5. Street Improvements A. Chico Urban Area (1). Residential - $.1331.00/living unit; Multiple - $804.00/living unit; Mobilehomes - $602.00/living unit (2) Retail - $1.75/sq.ft.; Office - $0.29/sq.ft.; Industrial - $0.10/sq.ft. (3) Other per schedule Exhibit A, Ord 2709 B. Thermalito Urban Area (1) Residential - $507.00/living-unit; Multiple - $304.00/living unit. (2) Commercial - $20,280/acre developed; Office - $10,140/acre (3) Industrial/Light - $5,070/acre; Heavy.- $1,014/acre in i` 4 - 1/2" MB TYP. 4 - 1/2" ADJUSTING NUTS - TYP. 1/2"X 3" PIN OR 1/2" GR.5 MACHINE BOLT & NUT r 4 - 3/811 MB TYP. RP2029 PAD WITH RP2000 SERIES STAND NO SCALE 4 - 1/2" MB TYP. I ',4 - 1/2" ADJUSTING NUTS - TYP. 1/2"X3" PIN OR 1/211 GR.5 MACHINE BOLT S NUT 4 - 3/8" MB TYP. RP2028 PAD WITH RP1900 SERIES STAND NO SCALE � I 1 5 7/ " 1 V2 0 POO Sch dO • O 0 y FF e 12/8" o n 1 Nh O O QCli O Y ° O P h O O N ~ 0 • 3/41 . O .0, o o NG 0 • ° o N 01/16' 01/2-- B Extension A Extension FOR RP2013/2021 STANDS FOR RP2007 STAND � I at 1 � 6• j 4 - 916' 0 RP2029/2029B PADS 2-1/4"0:-T *jr*03/4' NO SCALE a •0 °d°r 0 0 0 36"�•0 3/4" i-1-1/2" TYP 1-1/2" TYP I L CAST -IN-PLACE FERROL INSERTS 2 V2--� FOR 3/8" CADMIUM -PLATED M8 > I N I o EA - L ZT I 19/16 0 r 4 VI4" bor stock or/) o n �- o 0 TOP VIEW 1 I/2 threaded rod (2 -Req'' •� 1 19/16' 0 - r Beam Restraint -Clamp t � Lij C - Charnel (Jodi) END VIEW 2 U27 : 2 VT L 2 V2 ' z 2 1/2" L--\ RFC - Chott"eI Uoet) { AS t1 Q r -q 2" 9/164 (2 req 9/16 9 (2 req' 3/8' 0 ■ 3' bar stock J 36" 1 V2" z 3/4' z 6 ' flat •t. bor SIDE VIEW I RP2028 PAD Sit. Beam Restraint - Clamp Alt. Beam Restraint - Clamp NO SCALE 0 is ^' 2-9/16'0 Q � e o R P 2 0 0 7 STAND ( HT 12" - 19" ) LO)l rF � 0 0 2- 0 Sit - Sch 80 0 0 2- 0 Sit P Soh 80 DESIGN LISTED AND tESTED BY BSK & ASSOCIATES WAYNE T. POLVADO; PE- LISTING NO. F01601053 Q�pFE SlpN �� �� T r✓�7Z 1, LU �C 151,. _ :• {s11 � ::; tp Te;C OF MOBR-EHOME FOUNDATTON SYMN HEALTH AND SAFETY CODE, SECTION 183SI APPROVED SUBJECT TO CORRE-C-11ONS NOTED APPROVAL DOES NOTAUTHORUx OR APPROVEANY OMISSIONS OR DEVL noN FROM REQUMEMMM OF APPLICABLE STATE LAWS AND REGULATIONS Stage o(CW ania Department of Housing and Cmmunity Development DWMojq pp CODES ST NDARDS L By (aibnarwe) Date ��•— 4 SPANIX 9 ilre Tina Affrova &phe, stst o lY U"ro 3 PACIFIC CONSULTING ENGINEERS - Q 0 0 3/16' St..:tate o 3/16 St. %te 2m son AYmn k45 ph. 916-564 028 4 9/16 0r itOp Q QKAI %liI GlX"re-A—ICO �{ 0 3/4' fE 0 t ° � f 0 . 1 RP2013 STANC),- ( HT 18" -.30" ) 1 03/4' `r ° USE RP2029B PAD (SEF-eNOTE 15) O N 1"•i ' i Q � o RP2021 STAND ( HT 25" - 37" ) 9 PERMANENT FOUNDATION SYSTEM B IDS POLYMER 2000 SYSTEM S RP1900 SERIES STANDS �4l RP2000 SERIES•STANDS 2028, RP2029 AND RP2029B G, POL-YMER CONCRETE PADS SHEET 1 OF 3 SHEETS PSJQQO� �SJQQ OF � w1tN " StEEI POA,, GR.5 A)2"%3 KEY O ANp ws, i-OCN11NE 501.1 C / 24 1/2" MB-TYP. ATTACH SECURELY TO MOBILE.HOME SUPPORT GIRDER - TYP ti 2V� v. / 0\0 �y Q, 4VI O3q �U �v TYPICAL INSTALLATION DETAIL- NO ETAILNO SCALE 1-9/16" ROD WELDED TO GRIPPER BASE PLATE. 1/2" FILLET BELOW OR PLUG WELD ABOVE ---� 1-3/4" X 1-1/16" X 1/8" PL FORMED TO "U" 1/4" FILLET, BOTH SIDES 0 J Q r co 0 W I r c I J CL a r 0 IO? 9/16" DIA. TYP. �l/4" ROD X 4-1/2" MIN., WELDED BEAM RESTRAINT' CLAMP DETAIL NO SCALE . 6" 1YQ ' T Q�Pt6 O O 9/16" DIA. TYP. BEAM RESTRAINT BASE PLATE DETAIL NO SCALE 1 BEAM RESTRAINT CLAMP, SEE DETAIL 1/2" MB TYP-) T1/2" X 2" MB TYP. IL r BEAM RESTRAINT BASE '= PLATE - SEE DETAIL 1/2" X5" THREADED ROD. 1/4" FILLET WELD BELOW OR PLUG WELD ABOVE TO BASE PLATE 11 L 2 O.D. SCH 40 PIPE WITH 1/2" HOLE 1/2" HOLE FOR LOCKING PIN - TYP 2-1/4" O.D. SCH 80 PIPE -- 311 9/16" 0 CENTERED ON PLATE--\ 1-1/4" r O 9/16" 0 HOLE FOR 1/2" MB ' 2-1/2" X 2-1/2" X 1/4" 1/4" PLATE PLATE GUSSET PLATES FOR 1900 SERIES STANDS NO SCALE (BOTH ARE ACCEPTABLE) SUPPORT GIRDER 9/16" DIA. TYP.-) }� 10114" P�ptE O fl 3Zp1T I -- t SEEkO n ilk pRpU � 2-1/4" I _ O u 1" TYP. _ 1/4" PLATE BASE PLATE DETAIL NO SCALE 1/2"t 1/O STANDARD BEAM RESTRAINT ASSEMBLY /16" 0- CENTERED S COLLAPSED 9" STD. MAX. 1(/ 2" X 2-1/2" X 1/4" PLATE: '3" TALL MAX. 1/4" WELD TO BEAM RESTRAINT PLATE, BOTH SIDES OPTIONAL DIAGONAL BRACING-. --- / 1"X1"X1/8" ,_ LENGTH VARIES, 16"-42" -4— 3" - - 8" STD. 12" TALL 11" XTALL 4 -3/81' CADMIUM- PLATED GR.5 MB TYP., O " 0 -r1/2"MB CONNECTION -TYP. INTO CAST -IN-PLACE (`IP FERROL INSERTS SIDE VIEW FRONT VIEW RP2028 PAD WITH RP1900 SERIES STAND NO SCALE DESIGN LISTED AND TESTED BY BSK 6 ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01601053 MOBRMOME FOUNDATION SYSM4 11F. UM AND SAFELY CODE, SECTION 18551 • APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMLSSIONS OR.DEVLg1pN FROM REQUIRF1NUM OF APPLICABLE STAM 1AWS AND REGULATIONS State of QUOrnia Department of Housing'ad Cwmunity Development DMSIO F CODES AND STANDARDS B v tom, SPANO. Us Plan Approval Expku (dye 3) PACIFIC CONSULTING ENGINEERS 2150 >*11 Avrcli w #145 Ph. 916464-6028 >saCCa�e[tto• (�. 95835 lau. 916464029 PERMANENT FOUNDATION SYSTEM $DB POLYMER 2000 SYSTEMS RP1900 SERIES STANDS DA �'j'C RP2000 SERIES STANDS gad 02028, RP2029 AND RP2029B' POLYMER CONCRETE PADS 1 918 'D Exp. 211 TE OF 061��� SHEET 2 OF 3 SHEETS a 111101 m •I GENERAL NOTES J ��- 1. DESIGN LOADS: WIND LOAD, 80 MPH EXPOSURE "C" SEISMIC ZONE, 4 SNOW LOAD AS REQUIRED BY BUILDING OFFICIAL. 2• THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON AN APPROXIMATELY LEVEL SITE. 3. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1000 psi ALLOWABLE SOIL PRESSURE. 4. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MOBILEHOME MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANU- FACTURED HOME SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MANUFACTURED HOME UNIT. 6. STRUCTURAL STEEL: FABRICATE ACCORDING TO AISC SPECIFICATIONS. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES, 370 PLATES, ASTM A36 BOLTS, SAE GR.5 = ASTM A449 = ASTM A3725 7. ALL EXPOSED STEEL SURFACES OF COMPONENT PARTS TO BE FINISHED IN DURABLE INDUSTRIAL -GRADE PAINT, OR CORROSION -RESISTANT PLATING, BEFORE DELIVERY TO THE MOBILEHOME SITE. NO STEEL SURFACES TO BE IN DIRECT CONTACT WITH SOIL SUBGRADES. 8. THE STAND AND PAD ASSEMBLIES SHALL BE LISTED AND LABELED BY „ BSK L ASSOCIATES FOR THE FOLLOWING LOADS: HORIZONTAL 10759, VERTICAL 59709. 9. THESE STAND AND PAD UNITS ARE DESIGNED TO BE USED WITH MOBILE - HOME CHASSIS BEAMS OF STANDARD SECTION EQUAL TO OR GREATER THAN W8X109. ANY OTHER SECTIONS SHALL BE FIELD ENGINEERED TO ADAPT TO SECTIONS ACTUALLY ENCOUNTERED. 10. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES yl BY INSTALLING THESE UNITS AS SHOWN ON THE TYPICAL FOUNDATION PLAN. 11. MULTIPLE -UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF FOUNDATION UNITS MEETS THE REQUIREMENTS SHOWN ON THIS SHEET AND, THE PLACEMENT AND INSTALLATION PROCEDURES ARE FOLLOWED PROPERLY. 12. FOR LONG DURATION SNOW LOADS, USE APPROPRIATE•NUMBER.,OF I ADDITIONAL UNITS AS DETERMINED BY THE FOLLOWING FORMULA':;, ` ((LONG TERM SNOW LOAD I/FT7) X (ROOF AREA SQ.FT.)) _ 5970. ^= ' USE EVEN NUMBER OF UNITS ARRANGED 50% EACH DIRECTION. (NOTE:,- ,. DESIGN SNOW LOAD CAN BE REDUCED UP TO 75% WHEN APPROVED BY - BUILDING OFFICIAL.) 13. FOR POLYMER CONCRETE PADS, USE CONCRETE MATERIAL CONSISTING OF SAND AGGREGATE BOUND TOGETHER WITH POLYESTER RESIN AND , REINFORCED WITH CONTINUOUS WOVEN GLASS STRANDS. THE CONCRETE , THUS PRODUCED MUST HAVE THE FOLLOWING MINIMUM MECHAN.1,CAL_ PROPERTIES: COMPRESSIVE STRENGTH 20,300 psi TENSILE STRENGTH 9,000 psi FLEXURAL MODULUS 5.8 X 10" psi TENSILE MODULUS 5.9 X 10s psi 14. THE MANUFACTURER MUST CERTIFY THAT THE MATERIALS HAVE BEEN TESTED TO THE REQUIREMENTS OF ASTM METHOD D-543; SECTION 7, PROCEDURE 1. SAID CERTIFICATION WILL GUARANTEE THAT THE CON- CRETE HAS CHEMICAL RESISTANCE AGAINST THE FOLLOWING CHEMICALS IN THE CONCENTRATIONS NOTED: SODIUM CHLORIDE 5% SULFURIC ACID O.1N SODIUM SULFATE 0.1N HYDROCHLORIC ACID 0.2N SODIUM HYDROXIDE 0.1N ACETIC ACID 5% KEROSENE PER ASTM D-543 TRANSFORMER OIL PER ASTM D-543 15. IN LIEU OF RP20298 PAD THE RP2021 STAND CAN BE INSTALLED USING RP2029 PAD AND APPROPRIATE DIAGONAL BRACING PER SHEET 2. VARIES - 30'-77' SEE TABLE t + - 2' NOM. I - 8' NOM. �� —- O RIDGE BEAM SUPPORT AS O l-_-� REQUIRED BY MANUFACTURER- TYP. (THROUGHOUT. ANDARD MH FOUNDATION PIERS- AS RECOMMENDED THE MANUFACTURER OR THE ENGINEER- TYPICAL RELOCATE AS NECESSARY -'TYP. O 0 9J4 ROTATED DSTONAVOIDCLEARANCE ANY PAIR MAY EPROBLEMS 0 RECOMMENDED PLAN FOR 12 SUPPORTS I VARIES - 30'-77' SEE TABLE DESIGN LISTED AND TESTED BY BSK & ASSOCIATES NORMAL LOADS WAYNE T. POLVADO, PE - LISTING NO. F01601053 - SNOW LOAD = 0 NO. OF WIDTH LENGTH UNITS 10' -TO 37' 4 1 38-58' 6 10' 59-78' 8 12' TO 32' 4 C7'1[Q' 1 rZr, 33-50' 6 �' Nc.,C all:.;) 51-68' 8 '� + 12' 69-85' 10� 13' TO 30' 4 ��- It�;..; - �Q I31-47' 6 48-64' 8 L'r Ci1�1CU 13 65-80' 10 �_— 14' TO 28' 4 29-44' 6 45=60' 8 14' 61-76' 10 20' TO 32' 6MOBII.EHOMEFOUNDATION SYSTEM 33-44' 8 HEALTH AND SAFETY CODE, SECTION 18551 45-68' 12 APPROVED 20' 69-80' 16 24TO 37' g SUBJECT ToCORRECTIONSNOTED 1 38-60' 12 APPROVAL DOES NOTA UTHORUM OR APPROVE ANy 24 ' 61-70' 16 OMISSIONS OR DEVIATION FROM REQUIRE&U2,I S OF 26' TO 34' 8 APPLICABLE STATE LAWS AND REGULATIONS 1 35-54' 12 SteteofCaBfolnia 26' 55-73' 16 Depa,,IHousigiodCoamuudtyNYelopment 28' TO 32' 8 DrvlmowoproDESANDSTANDARDS 33-50' 12 A/ 51-68' 16 By Dau `�Tz//zUvv 28' 69-77' 18 SAIiI No. 9&-i F Ma Pm App mva! Expm4 Z(c Zo oz Pa�Q 3 f�iru 3 PACIFIC CONSULTING ENGINEERS no Dell Avem a #145 Ph. 916-66#-6 >lleCl7�ento• G. 9%M !)s: • 916-%4 W" IPERMANENT FOUNDATION SYSTEM D13 POLYMER 2000 SYSTEMS' �p CSSI.ONA� Z F RP1900 SERIES STANDS P,D , RP2000 SERIES STANDS P2028, RP2029 AND RP2029B 1*± POLYMER CONCRETE PADS / Exp 7 J+ C E�lv OF C SHEET 3 OF 3 SHEETS - 2' NOM. i 8' NOM. _ RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER- TYP. STANDARD MH FOUNDATION PIERS - AS 'iECOMMENDED y BY THE MANUFACTURER OR THE ENGINEER - TYPICAL THROUGHOUT_ RELOCATE AS NECESSARY - TYP. PADS IN ANY PAIR MAY 0 BE ROTATED 90° TO CLEARANCE O I O PROBLEMS - 0 RECOMMENDED PLAN FCR 16 SUPPORTS TYPICAL PERMANENT FOUNDATION PLANS NO SCALE E = 2' MIN / 6' MAX S = 6' MIN / 26' MAX i DESIGN LISTED AND TESTED BY BSK & ASSOCIATES NORMAL LOADS WAYNE T. POLVADO, PE - LISTING NO. F01601053 - SNOW LOAD = 0 NO. OF WIDTH LENGTH UNITS 10' -TO 37' 4 1 38-58' 6 10' 59-78' 8 12' TO 32' 4 C7'1[Q' 1 rZr, 33-50' 6 �' Nc.,C all:.;) 51-68' 8 '� + 12' 69-85' 10� 13' TO 30' 4 ��- It�;..; - �Q I31-47' 6 48-64' 8 L'r Ci1�1CU 13 65-80' 10 �_— 14' TO 28' 4 29-44' 6 45=60' 8 14' 61-76' 10 20' TO 32' 6MOBII.EHOMEFOUNDATION SYSTEM 33-44' 8 HEALTH AND SAFETY CODE, SECTION 18551 45-68' 12 APPROVED 20' 69-80' 16 24TO 37' g SUBJECT ToCORRECTIONSNOTED 1 38-60' 12 APPROVAL DOES NOTA UTHORUM OR APPROVE ANy 24 ' 61-70' 16 OMISSIONS OR DEVIATION FROM REQUIRE&U2,I S OF 26' TO 34' 8 APPLICABLE STATE LAWS AND REGULATIONS 1 35-54' 12 SteteofCaBfolnia 26' 55-73' 16 Depa,,IHousigiodCoamuudtyNYelopment 28' TO 32' 8 DrvlmowoproDESANDSTANDARDS 33-50' 12 A/ 51-68' 16 By Dau `�Tz//zUvv 28' 69-77' 18 SAIiI No. 9&-i F Ma Pm App mva! Expm4 Z(c Zo oz Pa�Q 3 f�iru 3 PACIFIC CONSULTING ENGINEERS no Dell Avem a #145 Ph. 916-66#-6 >lleCl7�ento• G. 9%M !)s: • 916-%4 W" IPERMANENT FOUNDATION SYSTEM D13 POLYMER 2000 SYSTEMS' �p CSSI.ONA� Z F RP1900 SERIES STANDS P,D , RP2000 SERIES STANDS P2028, RP2029 AND RP2029B 1*± POLYMER CONCRETE PADS / Exp 7 J+ C E�lv OF C SHEET 3 OF 3 SHEETS in 4 - 1/2" MB TYP. 4 - 1/2" ADJUSTING NUTS - TYP. 1- 1/2" X 3" PIN OR 1/211 GR. 5 MACH I NE BOLT dt NUT Iv- 4 - 3/811 MB TYP. - RP2029 PAD WITH RP2000 SERIES STAND NO SCALE 4 - 1/2" MB TYP. 4 - 1/2" ADJUSTING ! NUTS - TYP. 1/2" X 3" PIN OR 1/21' GR.5 MACHINE BOLT S NUT 4 - 3/8" MB TYP. RP2028 PAD WITH RP1900 SERIES STAND NO SCALE 0 0� 1� 0 NG v N 0 V16'+ 0 in - 36 I/2- T R P 2 0 2 9/ 2 0 2 9 B PADS NO SCALE - 36" 1-1/2" TYP 1-1/2" TYP rl TOP VIEW l A 7 5 7/ ' I V2 0 pp- - Sch 40 Y 2 t � 17/8' 3� �E - ry F o •I N B ^ Extension A Extension j FOR RP2013/2021 STANDS FOR RP2007 STAND 'v f 6• j 4- 9/16' 0 n 2-V4-0Ity 03/4- f 0 w sid-I o 101 al * � Q . o e o 0 0H -I F0 3/4' �{ 2V2-"1 } T:20reoded 9/16 0 s 4 V14' bar stock rod (2-Req'd!' rl 9/16' 0 Beam Restraint -Clamp C - Chanel (.loan END VIEW Ij( 2 UZ . Z V2' L 2 1/2 : 2 1/2' L�RFC /16 - Chann-I (JoOt) IE�—0 (2 rZ 2" 1 1 11 9/60 (2 req 9/16 4 (2 req 3/8' 0 s 3- bar stock 36" 1/2' a 3/4- ■ 6 - not sl. bor SIDE VIEW ldt. Beam Restraint - Clamp Alt. Beam Restraint - Clamp RP2028 PAD NO SCALE 0 0 ep 0 • C2-9/16'0 Q � o O RP2007 STAND ( HT 12" - 19" ) l0�►' N FE F<� o 0 2'0Sit Pi, f-Schso 0 0 2-0 Sit PQ--Sah80 . O DESIGN LISTED AND TESTED BY BSK & ASSOCIATES WAYNE T. POLVADO, PE -.LISTING NO. F01601053 Q�pFESSIpN Cr C 51i 91FQC =:4.. MOBU-MOME PpUNOg71ON Sygr M 1EAI.TIi AND SAFETY CODE, SECTION IIUI APPROVED SUBJECT TO COR,F�-, ,ONS NOTED APPROVAL DOES NOTAU MORUE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUDUBWM OF APPLICABLE STATE LAWS AND RWULA77ONS - State dG6faania Dgmtmot of Housing ad CMINnuaity Development DTVISI / F CODES STANDARDS By (siaaattue) SPANO. 71?61e�b t U w 3 4 PACIFIC CONSULTING- ENGINEERS — 0 0 3/16- St..=ale . 0 3A6- St. Pbte U50 ftl1 Avam #lis pfi" 916-564-W20 N 4 - 9/16 d SsCla�t�Oa M 95M laz. 116-364-p29 r0V/41' , 0 3/4 ► T PERMANENT FOUNDATION SYSTEM �j T USE RP20298 PAD BDB !SOL-YMER 2000 SYSTEMS 3 v4' �I (SEF-tMhTE 15) ; }'"'�S��Q RP1900 SERIES STANDS 1 - �� " �,q� RP2000 SERI ES STANDS 2028,' RP2029 AND RP2029B N o o I o Q A•,� POLYMER CONCRETE PADS { r agOTTE COUNTY o. »91 { N �' CDARTM,�NT RP201 3 • STANCI ( HT 18" -.30- ) RP2021 STAND ( HT 2511 - 37" ) 4% Exp ZUILWNG D .in md"E);,.,AQI5-3,6HEETS 4 CAST -IN-PLACE FERROL INSERTS FOR 3/8" CADMIUM -PLATED M8 4 EA - TYP �o I a. o 0 TOP VIEW l A 7 5 7/ ' I V2 0 pp- - Sch 40 Y 2 t � 17/8' 3� �E - ry F o •I N B ^ Extension A Extension j FOR RP2013/2021 STANDS FOR RP2007 STAND 'v f 6• j 4- 9/16' 0 n 2-V4-0Ity 03/4- f 0 w sid-I o 101 al * � Q . o e o 0 0H -I F0 3/4' �{ 2V2-"1 } T:20reoded 9/16 0 s 4 V14' bar stock rod (2-Req'd!' rl 9/16' 0 Beam Restraint -Clamp C - Chanel (.loan END VIEW Ij( 2 UZ . Z V2' L 2 1/2 : 2 1/2' L�RFC /16 - Chann-I (JoOt) IE�—0 (2 rZ 2" 1 1 11 9/60 (2 req 9/16 4 (2 req 3/8' 0 s 3- bar stock 36" 1/2' a 3/4- ■ 6 - not sl. bor SIDE VIEW ldt. Beam Restraint - Clamp Alt. Beam Restraint - Clamp RP2028 PAD NO SCALE 0 0 ep 0 • C2-9/16'0 Q � o O RP2007 STAND ( HT 12" - 19" ) l0�►' N FE F<� o 0 2'0Sit Pi, f-Schso 0 0 2-0 Sit PQ--Sah80 . O DESIGN LISTED AND TESTED BY BSK & ASSOCIATES WAYNE T. POLVADO, PE -.LISTING NO. F01601053 Q�pFESSIpN Cr C 51i 91FQC =:4.. MOBU-MOME PpUNOg71ON Sygr M 1EAI.TIi AND SAFETY CODE, SECTION IIUI APPROVED SUBJECT TO COR,F�-, ,ONS NOTED APPROVAL DOES NOTAU MORUE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUDUBWM OF APPLICABLE STATE LAWS AND RWULA77ONS - State dG6faania Dgmtmot of Housing ad CMINnuaity Development DTVISI / F CODES STANDARDS By (siaaattue) SPANO. 71?61e�b t U w 3 4 PACIFIC CONSULTING- ENGINEERS — 0 0 3/16- St..=ale . 0 3A6- St. Pbte U50 ftl1 Avam #lis pfi" 916-564-W20 N 4 - 9/16 d SsCla�t�Oa M 95M laz. 116-364-p29 r0V/41' , 0 3/4 ► T PERMANENT FOUNDATION SYSTEM �j T USE RP20298 PAD BDB !SOL-YMER 2000 SYSTEMS 3 v4' �I (SEF-tMhTE 15) ; }'"'�S��Q RP1900 SERIES STANDS 1 - �� " �,q� RP2000 SERI ES STANDS 2028,' RP2029 AND RP2029B N o o I o Q A•,� POLYMER CONCRETE PADS { r agOTTE COUNTY o. »91 { N �' CDARTM,�NT RP201 3 • STANCI ( HT 18" -.30- ) RP2021 STAND ( HT 2511 - 37" ) 4% Exp ZUILWNG D .in md"E);,.,AQI5-3,6HEETS 0 DESIGN LISTED AND TESTED BY BSK 6 ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01601053 aG'�E S� uj �, 9/16" 0 CENTERED - C� ATTACH SECURELY TO r �'q,00 �- MOBILE HOME SUPPORT ON PLATE 1 1-1/4 y� �'t �" - - GIRDER -TYP T \ 9/16" 0 HOLE Q,CI ! �ECfQ�, v ►- Stc FOR 1/2" MB 2-1/2" X 2-1/2" X 1/4" �� Q� QO b I O =_ 1/4 PLATE LATE C"i SJQ SJeeO� / 0��V�i' 9/16" DIA. TYP. PGUSSET PLATES FOR .� 1 .1900 SERIES STANDS w NO. e },T �1/4" ROD X 4-1/2" ` NO SCALE Ez7 iN WITH Q '�MIN., WELDED ' (BOTH ARE ACCEPTABLE) �t 2n X3„ SYEORP1q`UGR 5 ��� �?t' � �f •Q. 11 KING KE j PNp N 1 BEAM RESTRA I NT !,9J CfVIL H INE g01 ® CLAMP DETAIL C NO SCALE A. C 9/16" DIA. TYP.-) 6" — 10" �3 o% Nod` �� O f� 01 3" E4DEi A \p MOBUMOME FOUNDATION SYSTEM Z.IP ' PjE i SE „ f \`FEZ ZAP ' HEALTH AND SAFETY CODE, SECPION 18551 P0- PR APPROVED 0 0 n '– SUBJECT TO CORRECTIONS NOTED 9/16" DIA. TYP. O oOtT APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY BEAM RESTRA I N T" 0MISSIONS OR.DEVIATION FROM REQUIRD412M OF 1 TYP . - APPLCABLE STATE LAWS AND REGULATIONS BASE PLATE DETAIL 1/4" PLATE StaLeofCaJfomia NO SCALE TYPICAL INSTALLATION DETAIL BASE PLATE DETAIL Dqwbwat Of H!»$ trod Community Development NO SCALE NO SCALE DAgSIO F CODES AND STAMARDS . SUFPORT G I RDER ls�8nruuro) BEAM RESTRAINT CLAMP,1� 9& -IF SEE DETAIL 1/2" n " MB TYP-j STANDARD BEAM �' 1/2 X2 MB TYP. Q RESTRAINT ASSEMBLY 11 l i� � Tdi 1'� Ap�1p11g1 BEAM RESTRAINT BASE �619 3) 1-9/16" ROD WELDED TO PLATE - SEE DETAIL 1/2t /16" 0 -CENTERED GRIPPER BASE PLATE. 1/2" FILLET BELOW OR 1/2" X 5" THREADED ROD. PLUG WELD ABOVE 1/4" FILLET WELD BELOW — OR PLUG WELD ABOVE TO 3" COLLAPSED BASE PLATE 3", STD. MAX. 2" X 2-1/2" X 1/4" PLATE: — 1-3/4" X 1-1/16" X 1/8" PL �� 1/4" WELD TO BEAM r FORMED TO "U" 2" O.D. SCH 40 PIPE WITH 1/2" HOLE 3 TALL MAX. RESTRAINT PLATE, BOTH SIDES PACIFIC ONSULTINC ENGINEERS 1/411 F 1 LLET , BOTH S 1 DES � 2M Itll wV=w /145 Ph. 116-566- 028 0 1/2" HOLE FOR LOCKING PIN - TYP = _ _-_j OPTIONAL DIAGONAL BRACING: ill X ill X 1 /81, Z_ G. 95838 . 916-564-6029 ~" • "' 2-1/4" O.D. SCH. 80 PIPE LENGTH VARIES, 16"-42 - - s" STD. PERMANENT FOUNDATION SYSTEM - - "CADMIUM- mak— 3 12" TALL co 21" XTALL Q &VESS140 4DB POLYMER 2000 SYSTEMS c 4 - 3/8 0 C" RP1900 SERIES STANDS PLATED GR.5 MB TYP.,/2 Z„pQ �, INTO CAST -IN-PLACE 1 MB CONNECT ION -TYP. � �C R P 2 0 0 0 SERIES STANDS d FERROL INSERTS 1„ �F� P2Q28 RP2029 AND RP2029B r, POLYMER CONCRETE PADS 918 ExPk SIDE VIEW FRONT VIEW J1 CIq, RP2028 PAD WITH RP1900 SERIES STAND E F CAlj�t - SHEET 2 OF 3 SHEETS NO SCALE f I GENERAL NOTES 1. DESIGN LOADS: WIND LOAD. 80 MPH EXPOSURE "C". SEISMIC ZONE, 4 SNOW LOAD AS REQUIRED BY BUILDING OFFICIAL. 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON AN APPROXIMATELY LEVEL SITE. 3. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1000 psi ALLOWABLE SOIL PRESSURE. 4. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MOBILEHOME MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANU- FACTURED HOME SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MANUFACTURED HOME UNIT. 6. STRUCTURAL STEEL: FABRICATE ACCORDING TO AISC SPECIFICATIONS. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES, 370 PLATES, ASTM A36 BOLTS, SAE GR.5 = ASTM A449 = ASTM A3725 7. ALL EXPOSED STEEL SURFACES OF COMPONENT PARTS TO BE FINISHED IN DURABLE INDUSTRIAL -GRADE PAINT, OR CORROSION -RESISTANT PLATING, BEFORE DELIVERY TO THE MOBILEHOME SITE. NO STEEL SURFACES TO BE IN DIRECT CONTACT WITH SOIL SUBGRADES. 8. THE STAND AND PAD ASSEMBLIES SHALL BE LISTED AND.LABELED BY BSK E ASSOCIATES FOR THE FOLLOWING LOADS: HORIZONTAL 107511, VERTICAL 5970#. 9. THESE STAND AND PAD UNITS ARE DESIGNED TO BE USED WITH MOBILE - HOME CHASSIS BEAMS OF STANDARD SECTION EQUAL TO OR GREATER THAN WSX109. ANY OTHER SECTIONS SHALL BE FIELD ENGINEERED TO ADAPT TO SECTIONS ACTUALLY ENCOUNTERED. 10. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING THESE UNITS AS SHOWN ON THE TYPICAL FOUNDATION PLAN. 11. MULTIPLE -UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF FOUNDATION UNITS MEETS THE REQUIREMENTS SHOWN ON THIS SHEET AND THE PLACEMENT AND INSTALLATION PROCEDURES ARE FOLLOWED PROPERLY. 12. FOR LONG DURATION SNOW LOADS, USE APPROPRIATE NUMBER OF ADDITIONAL UNITS AS DETERMINED BY THE FOLLOWING FORMULA: I(LONG TERM SNOW LOAD #/FT7) X (ROOF AREA SQ.FT.)J = 5970. USE EVEN NUMBER OF UNITS ARRANGED 50% EACH DIRECTION. (NOTE: DESIGN SNOW LOAD CAN BE REDUCED UP TO 75% WHEN APPROVED BY BUILDING OFFICIAL.) 13. FOR POLYMER CONCRETE PADS, USE CONCRETE MATERIAL CONSISTING OF SAND AGGREGATE BOUND TOGETHER WITH POLYESTER RESIN AND REINFORCED WITH CONTINUOUS WOVEN GLASS STRANDS. THE CONCRETE THUS PRODUCED MUST HAVE THE FOLLOWING MINIMUM MECHANICAL PROPERTIES: COMPRESSIVE STRENGTH 20,300 psi TENSILE STRENGTH 9,000 psi FLEXURAL MODULUS 5.8 X 104 psi TENSILE MODULUS 5.9 X 105 psi 14. THE MANUFACTURER MUST CERTIFY THAT THE MATERIALS HAVE BEEN TESTED TO THE REQUIREMENTS OF ASTM METHOD D-543, SECTION 7, PROCEDURE 1. SAID CERTIFICATION WILL GUARANTEE THAT THE CON- CRETE HAS CHEMICAL RESISTANCE AGAINST THE FOLLOWING CHEMICALS IN THE CONCENTRATIONS NOTED: SODIUM CHLORIDE 5% SULFURIC ACID O.1N SODIUM SULFATE 0.1N HYDROCHLORIC ACID 0.2N SODIUM HYDROXIDE 0.1N ACETIC ACID 5% KEROSENE PER ASTM D-543 TRANSFORMER OIL PER ASTM D-543 15. IN LIEU OF RP2029B PAD THE RP2021 STAND CAN BE INSTALLED USING RP2029 PAD AND APPROPRIATE DIAGONAL BRACING PER SHEET 2. RECOMMENDED PLAN FOR 12 SUPPORTS VARIES - 30'-77' SEE TABLE 2' NOM. i 8' NOM. _ RIDGE BEAM SUPPORT AS REQUIRED BY - _ -G�_ O MANUFACTURER-TYP. STANDARD MH FOUNDATION PIERS - AS 1ECOMMENDED BY THE MANUFACTURER OR THE ENGINEER - TYPICAL THROUGHOUT. RELOCATE AS NECESSARY - TYP. i PADS IN ANY PAIR MAY BE ROTATED 90° TO AVOID O - 0 0 PROBLEMSEARANCE 0 RECOMMENDED PLAN FOR 16 SUPPORTS TYPICAL PERMANENT FOUNDATION PLANS NO SCALE E = 2' MIN / 6' MAX S = 6' MIN / 26' MAX DESIGN LISTED AND TESTED BY BSK & ASSOCIATES NORMAL LOADS WAYNE T. POLVADO, PE - LISTING NO. F01601053 - _ SNOW LOAD = 0 NO. OF WIDTH LENGTH UNITS 10' TO 37' 4 1 38-58' 6C. 101 59-78' 8 Q� •Cad 1 '}( F 12' TO 32' 4 33-50'6 �! �� ;. t, 51-68' 8` — 12' 69-85' 10 13' TO 30' y I31-47' 6 F�r G;oUCU 48-64' 8 ' 13 65-80' 10 14' TO 28' 4 29-44' 6 45=60' 8 14' 61-76' 10 20' TO 32' 6 HF.4MOB11-EHOMEFOUNDATIONSYSTT14f 33-44' g HEALTH AND STYCODE, SECTION 18551 45-68' 12 APPROVED 20' 69-80' 16 24 ' TO 37' 8 SUBJECT TO CORRECTIONS NOTED 1 38-60' 12 APPROVAL DOES NOT 24 ' 61-70' 16 UTHOR[ZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUlREMWM OF 26' TO 34' 8 APPLICABLE STATE LAWS AND REGULATIONS 1 35-54' 12 State ofCa6fornia 26' 55-73' 16 Dep,,"MtofHousing alad Cammunity1)�velopmwt 28' TO 32' 8 DZNMLCODES AND S'EANDARDS 33-50' 12 1 51-681 16 28' 69-77' 18 si I Date sl�►No. 9( 'q F 7bss1m&p= 4 Z� zovz PJe 3 Ari PACIFIC CONSULTING ENGINEERS 3160 Dell Avmn #145 !h. 916-66#-6028 aaR7�ento• CR. 958.18 !Iz • 916-%4-6m PERMANENT FOUNDATION SYSTEM D13POLYMER 2000 SYSTEMS" C SS 40 RP 1 900 SERIES STANDS RP2000 SERIES STANDS P2028, RP2029 AND RP2029B POLYMER CONCRETE PADS 1 SHEET 3 OF 3 SHEETS .nn Hca - w -ff -LE IACLC E 5 S E 1 2' NOM. l I 8' NOM. CD i 0 RIDGE BEAM SUPPORT AS 0 REQUIRED BY MANUFACTURER-TYP. NDARD MH FOUNDATION PIERS - AS RECOMMENDED THE MANUFACTURER OR THE ENGINEER - TYPICAL (THROUGHOUT.RELOCATE AS NECESSARY'- TYP. ANY MAY ROTATED 0 AVOIDPAIR 0 90°S TONCLEARANCEEPROBLEMS 0 RECOMMENDED PLAN FOR 12 SUPPORTS VARIES - 30'-77' SEE TABLE 2' NOM. i 8' NOM. _ RIDGE BEAM SUPPORT AS REQUIRED BY - _ -G�_ O MANUFACTURER-TYP. STANDARD MH FOUNDATION PIERS - AS 1ECOMMENDED BY THE MANUFACTURER OR THE ENGINEER - TYPICAL THROUGHOUT. RELOCATE AS NECESSARY - TYP. i PADS IN ANY PAIR MAY BE ROTATED 90° TO AVOID O - 0 0 PROBLEMSEARANCE 0 RECOMMENDED PLAN FOR 16 SUPPORTS TYPICAL PERMANENT FOUNDATION PLANS NO SCALE E = 2' MIN / 6' MAX S = 6' MIN / 26' MAX DESIGN LISTED AND TESTED BY BSK & ASSOCIATES NORMAL LOADS WAYNE T. POLVADO, PE - LISTING NO. F01601053 - _ SNOW LOAD = 0 NO. OF WIDTH LENGTH UNITS 10' TO 37' 4 1 38-58' 6C. 101 59-78' 8 Q� •Cad 1 '}( F 12' TO 32' 4 33-50'6 �! �� ;. t, 51-68' 8` — 12' 69-85' 10 13' TO 30' y I31-47' 6 F�r G;oUCU 48-64' 8 ' 13 65-80' 10 14' TO 28' 4 29-44' 6 45=60' 8 14' 61-76' 10 20' TO 32' 6 HF.4MOB11-EHOMEFOUNDATIONSYSTT14f 33-44' g HEALTH AND STYCODE, SECTION 18551 45-68' 12 APPROVED 20' 69-80' 16 24 ' TO 37' 8 SUBJECT TO CORRECTIONS NOTED 1 38-60' 12 APPROVAL DOES NOT 24 ' 61-70' 16 UTHOR[ZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUlREMWM OF 26' TO 34' 8 APPLICABLE STATE LAWS AND REGULATIONS 1 35-54' 12 State ofCa6fornia 26' 55-73' 16 Dep,,"MtofHousing alad Cammunity1)�velopmwt 28' TO 32' 8 DZNMLCODES AND S'EANDARDS 33-50' 12 1 51-681 16 28' 69-77' 18 si I Date sl�►No. 9( 'q F 7bss1m&p= 4 Z� zovz PJe 3 Ari PACIFIC CONSULTING ENGINEERS 3160 Dell Avmn #145 !h. 916-66#-6028 aaR7�ento• CR. 958.18 !Iz • 916-%4-6m PERMANENT FOUNDATION SYSTEM D13POLYMER 2000 SYSTEMS" C SS 40 RP 1 900 SERIES STANDS RP2000 SERIES STANDS P2028, RP2029 AND RP2029B POLYMER CONCRETE PADS 1 SHEET 3 OF 3 SHEETS d, ,• 0 in a YP. TING P. OR 1/2" 3OLT 6 NUT TYP. R,P2029' PAD W I TH RP2000 SERIES STAND NO SCALE 4 - 1/211 MB TYP. '7,4 - 1/2" ADJUSTING f NUTS - TYP. 1/2"X3" PIN OR 1/211 GR.5 MACHINE BOLT & NUT 4 - 3/8" MB TYP. RP2028 PAD WITH RP1900.SERIES STAND NO SCALE 0 0 O NG 0 v16-+ 0 1/2- M 2 36 V2" . RP2029/2029B_ _PADS NO SCALE 36" 1-1/2" TYP 1-1/2" TYP , -.x CAST -IN-PLACE FERROL INSERTS FOR 3/8" CADMIUM -PLATED M8 N o EA - TYP�� a 0 0 TOP VIEW END VIEW 2" 36" SIDE VIEW RP2028 PAD NO SCALE RP2007 STAND ( HT 12" - 19" ) :57!/!' I 1/2 pipe - Sch 40 7 y `E 1 2/8- L< v h 0C> ° T o N B Extension A Extension FOR RP2013/2021 STANDS FOR RP2007 STAND Q 6. 4 - 9/16- n 2 V4- 0 s 3 0 3/4' eO r+de1 0 1.1 dIo 0 .o -� F0 3/4' 2 1/2-� -4 3- k 7c9/16 0 z 4 V14' bar stock pflz threaded rod Q -Req'& I rl 9/16- 0 Beam Restraint -Clamp DESIGN LISTED AND TESTED BY BSK d ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01601053 Q�ofES-3 S Cn C7 C r -J1, �pc * Exa.� 13t jn� D F 0C 10, l � 2D�✓ APMOVSD KINcritiocorawrmm NIOI�p C - Charnel (.Jodi) 2 t[e z 2 VZ" L 2 1/2 : 2 112' L--\ RFC - Chatrl Uoat1 n6 d Q req& 9/16'0 Q req 9/16 0 Q req' 3/8- 0 s 3- bar stock 2' ■ 3/4- ■ 6 ' flat st. bar A,It. Beam Restraint--- Clamp Alt. Beam Restraint - Clamp L0_ rF o o z 0 StL At. - Sch 80 _o 0 0 - 3/16 St. date RP2013 STAND ( HT 1811 - 30" ) - - 0 3/4- rE o e 2.0 StL Pipe - Soh 80 's 0 3/16' St. Plate N 4 - 9/16 0' tE O T T c N e Yy N USE RP2029B PAD (SEE NOTE 15) P2021 ST ( HT 25" - 3 `h `Expo- �i��►woroF �0/iAi�ARDs _Ca*Ulap" _Zj_200o q -mis. %— 0 PACIFIC CONSULTING ENGINEERS - 2150 sell A won #145 ph. 916-+564-028 saCca�enE�o, CL 95836 las. 916-564-029 PERMANENT FOUNDATION. SYSTEM BDB POL-YMER 2000 SYSTEMS Z RP1900 SERIES STANDS P2000 SERIES-STANDS P SER I ES • STANDS 2g?rEE�� 9 B OL8MER C®N�PADS BUILDING DEPARTMENT 4QPRQvF� SHEET 1 OF 3 SHEETS 0 1/2" MB -TYP. ATTACH SECURELY TO 19/161' 0 CENTERED - '- ON PLATE ­\ MOBILE HOME SUPPORT c J 1-1/4r' GIRDER - TYP a I = 9/161' 0 HOLE FOR 1/2" MB Q o �VV 10 ? 2-1/2" PLATE 2-1/2" X 1/411 1/4" PLATE 40 "'7� DIA. TYP. GUSSET PLATES FOR Q\� `�� 1900 SERIES STANDS 1/4" ROD X 4-1/2" NO SCALE o v MIN., WELDED (BOTH ARE ACCEPTABLE) BEAM RESTRAINT CLAMP DETAIL NO SCALE C O ..N O O 9/16" DIA. TYP. BEAM RESTRAINT BASE PLATE DETAIL NO SCALE TYPICAL INSTALLATION DETAIL NO SCALE SUPPORT GIRDER 2-1/2"t ""COLLAPSED 9" STD. MAX. '3" TALL MAX. 8" STD. 12" TALL 21" XTALL 9/16" DIA. TYP. - 10" -1i 111 TYP. 1/4" PLATE BASE PLATE DETAIL NO SCALE STANDARD BEAM RESTRAINT ASSEMBLY 16" 0 - CENTERED 9 �211 X 2-1/2" X 1/4" PLATE: 1/4" WELD TO BEAM RESTRAINT PLATE, BOTH SIDES OPTIONAL DIAGONAL BRACING: 1" X 1" X 1/811 Z_ LENGTH VARIES, 1611-4211 1/2"MB CONNECTION - TYP. SIDE VIEW FRONT VIEW RP2028 PAD WITH RP1900 SERIES STAND NO SCALE wa"; DESIGN LISTED AND TESTED BY BSK & ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01601053 Q�CEESSfp�y. 60� C.- r �1 ,ttt N0. V Ex;). nkul ,. c,W GF C \P ql f AIL ,� MOEIRMOME FOUNDATION SYSTM . HEALTH AND SAFETY CODE, SECTION 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR.DEVIAMON FROM REQUMEMDM OF APPLICABLE STATE LAWS AND REGULATIONS Stets of Ca6fomia Dep utment of Housing sod Com wnitp Development DIVISIOpOF CODES AND STANDARDS B v (signature) SP„ 0. Ibis FbaAppovalEllpites g- Z(p ZODZ (dye 2 Mhz(. s) PACIFIC CONSULTING ENGINEERS aW SWU Atran n #145 Ph. 916-364-026 • Aaccal.e[it0j, G. 95838 Pas. 916464-029 ..x PERMANENT FOUNDATION SYSTEM $DB POLYMER 2000 SYSTEMS RPI 900 SER I ES -T- DA �f4'C RP2000 SE'R'W t �3 A�IVIDS F� & 020283, RPO C rm POLYMEF��&?6: iso _I AO 1 918 7D r��.� ��PR�VE OF CA��EO SHEET 2 OF 3 SHEETS BEAM RESTRAINT CLAMP, SEE DETAIL 1/2" MB TYP-) p, �1 --1/2" X 21 MB TVP. i' L� „ BEAM RESTRAINT BASE 1-9/16" ROD WELDED TO PLATE - SEE DETAIL GRIPPER BASE PLATE. 1/2 FILLET BELOW OR 1/2" X S" THREADED ROD. PLUG WELD ABOVE 1/4" FILLET WELD BELOW OR PLUG WELD ABOVE TO BASE PLATE 1-3/4" X 1-1/16" X 1/8" PL FORMED TO "U" 2" O.D. SCH 40 PIPE WITH 1/2" HOLE 1/411 FILLET, BOTH SIDES t 1/2" HOLE FOR LOCKING PIN - TYP - 0 r- - - "' 2-1/4" O.D. SCH 80 PIPE J J O -- �� 3 11 t m - 4 -3/8" CADMIUM- 0 PLATED GR.5 MB TYP., INTO CAST -IN-PLACE r 1.0 G' 2 S`IP - - FERROL INSERTS I SUPPORT GIRDER 2-1/2"t ""COLLAPSED 9" STD. MAX. '3" TALL MAX. 8" STD. 12" TALL 21" XTALL 9/16" DIA. TYP. - 10" -1i 111 TYP. 1/4" PLATE BASE PLATE DETAIL NO SCALE STANDARD BEAM RESTRAINT ASSEMBLY 16" 0 - CENTERED 9 �211 X 2-1/2" X 1/4" PLATE: 1/4" WELD TO BEAM RESTRAINT PLATE, BOTH SIDES OPTIONAL DIAGONAL BRACING: 1" X 1" X 1/811 Z_ LENGTH VARIES, 1611-4211 1/2"MB CONNECTION - TYP. SIDE VIEW FRONT VIEW RP2028 PAD WITH RP1900 SERIES STAND NO SCALE wa"; DESIGN LISTED AND TESTED BY BSK & ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01601053 Q�CEESSfp�y. 60� C.- r �1 ,ttt N0. V Ex;). nkul ,. c,W GF C \P ql f AIL ,� MOEIRMOME FOUNDATION SYSTM . HEALTH AND SAFETY CODE, SECTION 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR.DEVIAMON FROM REQUMEMDM OF APPLICABLE STATE LAWS AND REGULATIONS Stets of Ca6fomia Dep utment of Housing sod Com wnitp Development DIVISIOpOF CODES AND STANDARDS B v (signature) SP„ 0. Ibis FbaAppovalEllpites g- Z(p ZODZ (dye 2 Mhz(. s) PACIFIC CONSULTING ENGINEERS aW SWU Atran n #145 Ph. 916-364-026 • Aaccal.e[it0j, G. 95838 Pas. 916464-029 ..x PERMANENT FOUNDATION SYSTEM $DB POLYMER 2000 SYSTEMS RPI 900 SER I ES -T- DA �f4'C RP2000 SE'R'W t �3 A�IVIDS F� & 020283, RPO C rm POLYMEF��&?6: iso _I AO 1 918 7D r��.� ��PR�VE OF CA��EO SHEET 2 OF 3 SHEETS r GENERAL NOTES 1. DESIGN LOADS: WIND LOAD, 80 MPH EXPOSURE "C" SEISMIC ZONE, 4 SNOW LOAD AS REQUIRED BY BUILDING OFFICIAL. 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON AN APPROXIMATELY LEVEL SITE. 3. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1000 psi ALLOWABLE SOIL PRESSURE. 4. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MOBILEHOME MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANU- FACTURED HOME SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MANUFACTURED HOME UNIT. 6. STRUCTURAL STEEL: FABRICATE ACCORDING TO AISC SPECIFICATIONS. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES, 370 PLATES, ASTM A36 BOLTS, SAE GR.5 = ASTM A449 = ASTM A3725 7. ALL EXPOSED STEEL SURFACES OF COMPONENT PARTS TO BE FINISHED IN DURABLE INDUSTRIAL -GRADE PAINT, OR CORROSION -RESISTANT PLATING, BEFORE DELIVERY TO THE MOBILEHOME SITE. NO STEEL SURFACES TO BE IN DIRECT CONTACT WITH SOIL SUBGRADES. 8. THE STAND AND PAD ASSEMBLIES SHALL BE LISTED AND LABELED BY BSK E ASSOCIATES FOR THE FOLLOWING LOADS: HORIZONTAL 1075#, VERTICAL 5970#. 9. THESE STAND AND PAD UNITS ARE DESIGNED TO BE USED WITH MOBILE - HOME CHASSIS BEAMS OF STANDARD SECTION EQUAL TO OR GREATER THAN W8X10#. ANY OTHER SECTIONS SHALL BE FIELD ENGINEERED TO ADAPT TO SECTIONS ACTUALLY ENCOUNTERED. 10. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING THESE UNITS AS SHOWN ON THE TYPICAL FOUNDATION PLAN. 11. MULTIPLE -UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF FOUNDATION UNITS MEETS THE REQUIREMENTS SHOWN ON THIS SHEET AND THE PLACEMENT AND INSTALLATION PROCEDURES ARE FOLLOWED PROPERLY. 12. FOR LONG DURATION SNOW LOADS, USE APPROPRIATE NUMBER OF ADDITIONAL UNITS AS DETERMINED BY THE FOLLOWING FORMULA: ((LONG TERM SNOW LOAD #/FT7) X (ROOF AREA SQ.FT.)] = 5970. USE EVEN NUMBER OF UNITS ARRANGED 50% EACH DIRECTION. (NOTE: DESIGN SNOW LOAD CAN BE REDUCED UP TO 75% WHEN APPROVED BY BUILDING OFFICIAL.) 13. FOR POLYMER CONCRETE PADS, USE CONCRETE MATERIAL CONSISTING OF SAND AGGREGATE BOUND TOGETHER WITH POLYESTER RESIN AND REINFORCED WITH CONTINUOUS WOVEN GLASS STRANDS. THE CONCRETE THUS PRODUCED MUST HAVE THE FOLLOWING MINIMUM MECHANICAL PROPERTIES: COMPRESSIVE STRENGTH 20,300 psi TENSILE STRENGTH 9,000 psi FLEXURAL MODULUS 5.8 X 104 psi TENSILE MODULUS 5.9 X 10s psi 14. THE MANUFACTURER MUST CERTIFY THAT THE MATERIALS HAVE BEEN TESTED TO THE REQUIREMENTS OF ASTM METHOD D-543, SECTION 7, PROCEDURE 1. SAID CERTIFICATION WILL GUARANTEE THAT THE CON- CRETE HAS CHEMICAL RESISTANCE AGAINST THE FOLLOWING CHEMICALS IN THE CONCENTRATIONS NOTED: SODIUM CHLORIDE 5% SULFURIC ACID OAN SODIUM SULFATE OA N HYDROCHLORIC ACID 0.2N SODIUM HYDROXIDE O.1N ACETIC ACID 5% Y KEROSENE PER ASTM D-543 TRANSFORMER OIL PER ASTM D-543 15. IN LIEU OF RP20298 PAD THE RP2021 STAND CAN BE INSTALLED USING RP2029 PAD AND APPROPRIATE DIAGONAL BRACING PER SHEET 2. VARIES - 10'-77' SFF TAAIC �0 E� S S CEJ 1 2' NOM. .J J i 8' NOM. i 8' NOM. O �1 RIDGE BEAM SUPPORT AS O .... REQUIRED BY MANUFACTURER-TYP. STANDARD MH FOUNDATION PIERS - AS RECOMMENDED BY THE MANUFACTURER OR THE ENGINEER - TYPICAL _• _ _�_ O THROUGHOUT. RELOCATE AS NECESSARI' -TYP. PADSTONANY MAY ROTATED 0 AVOIDPAIR 0 90 CLEARANCEEPROBLEMS O RECOMMENDED PLAN FOR 12 SUPPORTS VARIES - 30'-77' SEE TABLE _ 1 - 2' NOM. i 8' NOM. _ RIUGE BEAM SUPPORT AS REQUIRED BY _• _ _�_ O MANUFACTURER-TYP. STANDARD MH FOUNDATION PIERS - AS 1ECOMMENDED BY THE MANUFACTURER OR THE ENGINEER- TYPICAL THROUGHOUT. RELOCATE AS NECESSARY- TYP. PADS IN ANY PAIR MAY 0 O O BE ROTATED 90° PAVOID ROBLEMS TO O RECOMMENDED PLAN FOR 16 SUPPORTS TYP-(CAL PERMANENT FOUNDATION PLANS NO SCALE E = 2' MIN / 6' MAX 5='6' MIN/ 26' MAX NORMAL LOADS SNOW LOAD = 0 NO. OF WIDTH LENGTH UNITS 10' TO 37' 4 1 38-58' 6 10' 59-78' 8 12' TO 32' 4 33-50' 6 51-68' 8 12' 69-85' 10 13' TO 30' 4 31-47' 6 48-64' 8 13 65-80' 10 14' TO 28' 4 29-44' 6 45=60' 8 14' 61-76' 10 20' TO 32' 6 33-44' 8 45-68' 12 20' 69-80' 16 24TO 37' 8 1 38-60' 12 24' 61-70' 16 26' TO 34' 8 1 35-54' 12 26' 55-73' 16 28' TO 32' 8 33-50' 12 51-68' 16 28' 69-77' 18 DESIGN LISTED AND TESTED BY BSK 6 ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01601053 MOBII-EHOME FOUNDAnON SYSTEM HEALTH AND SAFETY CODE, SECIYON 18551 APPROVED SUBJECT TO CORREC TIONS NOTED APPROVAL, DOES NOT AUTHORIZE OR APPROVE ANy OMISSIONS OR DEVIATION FROM REQUIRa M'S OF APPLJCABLE STATE LAWS AND REGULATIONS Stat Of California t of Housing and Community Development DIVWo P CODES AND SLkNDARDS /z/ BY c,g„ ure) Dat 4 /ZU o o SPA.O. 9& -IF 111EFmApp,wgElipm4 Z� zovL Paye 3 Aru 3 PACIFIC CONSULTING ENCINEERS ZIM Loth Avwm /145 f. 916-66�-6028 St�l�O[!t0• CJI. 95836 ftz. 916-564.6029 ` PERMANENT FOUNDATION SYSTEM ADB POLYMER 2000 SYSTEMS RP1900 SERIES STANDS RP2000 SERIES STANDS P2028, RP2029 AND RP2029B POLYMER CONCRETE PADS 4,A) I I DI NCS DEPARTMENT A rr"S— RR " V E MEETS s h • I I I I I I I10210 I I I I ♦` •Jf 1