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027-120-023
RECORDING REQUESTED, BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAIL TO: DENNIS AND BONNIE OLSON f 4374 ROUND VALLEY ROAD PARADISE, CA 95969 ORO -C 2KDQD3—G!PGD102436 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 14 -Jan -2003 Above This Line for Recorder's Use Only REC FEE 13.00 TAX 41.80 Kathy_ Page 1 of s" A.P.N.: 027-120-023 Order No.: 205426MAM Escrow No.: 205426MAM GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $41.80 [ X ] computed on full value of property conveyed, or [[ computed on full value less value of liens or encumbrances remaining at time of sale, r V ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, PAUL M. SANTONI and DOLORES L. SANTONI, Husband and Wife hereby GRANT(S) to DENNIS R. OLSON and BONNIE G. OLSON, Husband and Wife as Joint Tenants the following described property in the unincorporated area of the, County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION AUL M. S NT NI Document Date: January 7. 2003 3'?i� DOLORES L. SANTONI STATE OF CALIFORNIA )SS COUNTY OF BUTTE ) On JANUARY 9, 2003 before me, MARY A; THOMPSON , NOTARY personally avveared PAUL M. SANTONI AN DDOLORES L. SANTONI personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf hich the person(s) acted, executed the instrument. WITNESS my d and official s j 1. Signature This area for official notarial seal. MARY A.IHOMPSON ' N Commission #1351470 V a. Notary Public - California 1306 County My Comm. Exp. APR. 15, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below Order No. BU -205426-3 MAM,.. Description The land referred to herein is situated in the State of California, County of Butte, and is'described as follows: PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "STERLING SUBDMSION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 10, 1990, IN BOOK 118 OF MAPS, AT PAGE(S) 64, 65, 66 AND 67. RESERVING THEREFROM A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENTS SHOWN AS DUSTIN IN. ON SAID MAP. APN: 027-120-023-000 PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENTS OVER DUSTIN LN. AS SHOWN ON THAT CERTAIN MAP ENTITLED, "STERLING SUBDMSION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 10, 1990, IN BOOK 118 OF MAPS, AT PAGE(S) 64, 65, 66 AND 67. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH LYING EASTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FORTUNE ACRES, UNIT NO. V, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; IN BOOK "A" OF MAPS, AT PAGE(S) 23, 23A AND 24, WITH THE SOUTH BOUNDARY OF GRUBBS ROAD, AS SAID ROAD EXISTED ON JUNE 1, 1989; THENCE SOUTHERLY ALONG THE WEST BOUNDARY OF SAID LOT 2, A DISTANCE OF 60 FEET TO THE END OF THE HEREIN DESCRIBED LINE. CONTINUED Order No. BU -205426-3 MAM DESCRIPTION - CONTINUED PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 3, NORTH 60 DEG. 49' 20" EAST, A DISTANCE OF 83.57:FEET, MORE.OR.LESS, TO THE CENTERLINE OF THAT CERTAIN 60.00 FOOT ROAD EASEMENT, AS SHOWN ON THE AFORESAID PARCEL MAP AND THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING SOUTH 22 DEG. 22'02" EAST, A DISTANCE OF 442.62 FEET; THENCE SOUTH 00 DEG. 09' 39" WEST, A DISTANCE OF 526.05 FEET, MORE OR LESS, TO A POINT ON THE SOUTH LINE OF SAID PARCEL 3 AND THE END OF SAID CENTERLINE. SAID EASEMENT BEING FURTHER SHOWN AS CROSACOUNTRE ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE. OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49. 4 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 'AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm. implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. P(s I�•b� ASSESSOR PARCEL NO. �1-3 ZONING OWNERPHONE k "e. d 1 NO Vs S 1" OWNER'S ADDRESS - Cl yr L� V s- LA, `` L d A A-' - LOCATION O3.3 �BUILDINCb USE OF BUILDING—FrtA,rc-T64Q' I SIZE OF STRUCTURE TYPE OF CONSTRUCTION: WOOD FRAME _ LSTEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FL; R TYP l i ESTIMATED COST OF CONSTRUCTION !Sr6 CLL\>J6 S-15 AG Buildings shall comply with the minimum front, side, and rea yard setback requirements of the applicable County Ordinances as follows: / I FRONT �� SIDES O REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy., ate Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building per it. F7 I PARC!L P.D ROOF G ISSU Receipt No.n I � '_ Manager Building Division 94 By ' Date 03 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant O� u r County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Dennis OlS011 ADDRESS: 4374 Round Valley Ranch Road CITY & STATE: Paradise, CA 95969 DATE OF CLAIM- 11/nsm Cppy SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 027-120-023 Permit No.: 03-3097 PAID RETAINED REFUND Development Services $ 462.75 $ 460.50 $ 2.25 SRA $ 43.00 $ 43.00 $ - Sheriff $ 360.00 $ 360.00 $ - Other: $ - $ $ TOTAL $ 865.75 $ 863.50 $ 2.25 :..:.............. 0 ...�.:.;.;.;.:. o ...... :. ...:;: :.:::BREAi{i 0i?V....:....:::::::::B�DGFT:::ACW.TJN :::E1LVI ; ; OITN;T::; Development Services 440-001 4210500 $ 2.25 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ _ TOTAL 1 $ 2.25 $ 2.25 • — ..^..— td, I. , ..-,o .., . V- y Vi yequry uidi me services or amcies ciaimeo nave oeen pertormed or delivered, and that this claim is true and correct as stated. Dated this day of 2003, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of , 2003, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUOITnR-s I! IRF nNt v DEPT & SUB PROD SUB. OBJ I CLAIM NO. I INV NO. INV. DATE I ENCUMB. I GROSS AMT. I REFUND CALCULATION SHEET I CLAIMANT. Dennis.Olson 'r ADDRESS: 4374 Round Valley Ranch Road CITY & STATE: Paradise, CA 95969 DATE OF CLAIM: 1.1/05/03. APN: 027-120-023 RECEIPT INFORMATION NUMBER: 390813 DATE: 10/07/2003 . ISSUED TO: Dennis Olson CHECK #: 1370 AMOUNT: $865.75 PERMIT #: 03-3097 Yes No Yes No Yes No PRIOR REFUNDS: X FEES VERIFIED X REFUND BREAKDOWN BLDG SRA SHERIFF DETAIL. PAID BLDG . 1 20.00 Electric Check 1 23.00 INSPECTION 440-001 0100 280 RETAIN REFUND 4210500 4617240 1011811 Building $46 46.00 ERMIT FEES Building Plumbing Electric Mechanical 263.50 45.00 23.00 2.25 REFUND PROCESS FEE BUILDING TOTAL 462.75 SRA - FIRE Fire $43 _ 43.00 SHERIFF - $360 Sheriff 360.00 OTHER NON -BLDG $ 865.75 1 $ 863.50 CHECK: $2.25 DIFFERENCE: ALbe,blank) APPROVAL Date Reviewed 11/13/2003 Michael V ana Building Manager f ............................ .............. ............................ .............. ............................ .............. .......................... .......................... .......................... ............ ............ ............ 2.25 2.25 ............................ :::::::::::::::::::::::::::: ............ ............ 2.25 2.25 SRA - FIRE SHERIFF OTHER $ 2.25 $ - $ - $ - 2.25 BLDG SRA SHERIFF 440 001 0100 280 4210500 4617240 1011811 CHECK: $2.25 DIFFERENCE: ALbe,blank) APPROVAL Date Reviewed 11/13/2003 Michael V ana Building Manager f owTT�o Butte County Department, fDevelopment Services 0 Building Division ' } 0 - . C-�� 7 County Center Drive ` c coUNZy Oroville, CA 95965 •4 (530) 538 -7541 - REFUND REQUEST APPLICATION' REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the. fees, whose name is. on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from.the date of permit issuance for permits issued - if no construction• work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable: 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for payment processing. 1ERIN CLAIMANTS NAME:.HO ..............c:eee:z'vvie.:Ykik-.;......,...:4axii.Yy..........__...,....._,;...._.._.-._...._...:�-u:::::e..__._-;_-;._..�....::_....__...._.._.:::u:,..._.._........::x..,;....;..._,.._u-..... r...xn.:.s,n:,...xxx:!kiee:'ixFGzieuz'r.:GSi�4's"'Ykrs-....-•...:x;.....:..a::::...;;-�:.._...,.__:, -:exvz>xz,xnxv...._.,.:,u::c.' ':::nxu> x.:-::::3,x,x::„v,u,xcaxvvaxuxn::::xr:::,:a:,,n:-.,xxwv::rxcx,uucu,x:,nxxv4xxn::x::,ux:::v:,r.::.xnrp_:;..xr..z::::xxgx:x... . !C;111-0011,, r y.':S"0E0`E y 9'66-' : •:99k;,i' :x;9±9x9.999ai99, r ..xx ,. � 99x0, � >..,...>..,..�..__._.a•._:,.'.::::k�:s':x:9n.....x....x<..x,_,..:9•.::x"9.9�€s"„•.;:'.:-:.:x:.xn:�:xx„rx:::.:x.L::,: x.<::..;.....9.: .-n.:.,. .., .,.n...x,.....x,. ..x.. ann 9a k 4X MAILING ADDRESSOil€� IN ............ .,.. _..nr%..:...... a Y ( ) € k y�il.10 r, PHONE:. .. __._.............._..._......_..._- ,_.x-.,x.x„ ..,€x�. _._.._........ „__:9W • .... .rx.x:.,..x,x,.x,r•..,.:,x ,...::::::ux::x,x::v:: r, � „-::::,::::,::::nrx .::>x.uxx;,uxxc,:kn.:99x,�:ieuk,rzyu,axn:;0::a.x,:�.:,:::.xun,uxxx::x::::rx>xxxxurr.;::::x,xv,xu,x:,xx::::,::.v,Civ.i'Sxx„r::::x..::u::xxv:,p..:=:`;9:4eyi`::,9...,,:;u..x�.x:._>.x;,xx.:x.,., . .x,.:y...x ::.,x...._.u..xyrx9,a.y=y::> �x,x..x.y, ,x„ xyf:::; ,<_ x..x..yx_;;.., ::r _;p :,>.x.. ....„rxyvuyy.;:xnx:a::::,_x.un::::, uiC?, ..e; E ,.::,,.y_... ,x...;. ,r.,.� <.. s.5 , .... 9;".rcii''s„i':1ik:":09�e "E:0 -x;03 ':xvv�!:::::xux:rxx ASSESSOR'S PARCEL N O.. ! xa9 ;�f`;',nvx::w=3,',a.'C9:,`ti _.;.„�.��.� xix:>uaxaxk .......�,._..:._.x�::xn„__..._..1a...-u::�x::::`-••__._.......:9,_____..,•^..._......v,:::>i�:'.::x>a,v>x,.:99>ax=:�9:::,,,,,9,:5"t€"::,>.>�.>,n,cn:x ;9xu" C<x,xx,n.-,n, Please use one claim form per emvt.x.x„xxn_- [ P permit.] . -,x'::cr.:s•=.+<;•::x..:::; /1 ., . R.,:::.. 09 ,x r. - - n9ri0yr„rr,s,x,y.::uxxyxx,r, ,,,.:: ,.<..... _:,,_�ny,;= :::::_ .. ........_ r. r.,.:....,a+•x.xr,nn.;r:,0'9909,x,. ....,. ..>., a::....:.._,. ,:::..., :... v.x:.nr. <. y..x:. _.::.:. ,::u..yx,..,xxxrr. x::::::x:.<::x,x.,OG!'y..rx;x.:v.....;,,].. ,;€.:... xx,;;xr , xx�r.rx, 9,,,a :-, nrx€9.909.9x99:::?:`:9 .';99999:unx,:::,ux.n.::xn::x::.x,...x9:::0u0099:9'90.ii9i BLDG PERMIT NO.: ;..s.,x?:;...:::: �x;..,!.,;!,.9 ;9.:...rxxx,rx.;rs.n n.x.nx.x,xxxx9kxxn.s„r0nx,.:v:rr.,r:x,9x9x4v:a„x:x:x.nxxx0nxn r s 0 xuxux, a k 0� ., =:,::x �_999999�:±90.9"!?:9.9999:9x, 0 As -_- i0 -999,:9999 ,.x.xx:x..,. .,.xax.xa„xxxr, Receipt No.'j - Receipt No. 2 Receipt No. 3 - ' ' er•xy::::.,<.,;;xxyn,.... _.,-,:!..:r-,::_-.!;,ix..::.,=.>x.,-_:::::: xvurxx.rux>r.::n:;,y rr.ru.::,,,::::::::xx>n„x:x::x.::,: 9:r€.w,;,rvv-:::x,: u,!x::., yv-.rux_ jx;;xxxxxxu.rcx:.,u<v r.9v.y;., .:.,,,xrxrx .;uu,ud, ..xxx„I'i! ss9:. n;•r.•,;:n_::.:.:xrxrx:.x<n,;:;;r.xi<r .:;.,..0ryxx..n.:x.:..d,;x.r:.n,n:+ ....... x ::.xn .,.:a,..., ...... ....u. ....: .. xxx,_.y,lxxxxxxxxy..,x..y�axy.._y,.. x,9n..xxx.,..x,xxyrxxy!,n,,. nxy._ N.r xr,;;;x.x.ryyrk,! xxn!;,y...yyx.;;;ux .,xyxrn,xxx::.:xx,...:,.k9,u:._.::>,u..._E:xx,x9xx::,,uxxx:::u -.,:-nn.".,: , ; ...... ar 9;e:s 9099 9 za99 999;;0s9:09": 9x`a99.a999C99999 :C.9999990:9999::xr: :c::::::: .:. "•'" '''0 •'..,.- ; ,x,v .!:�zr .. -::u.:xxx:.,,,-a,,,r„rrx,;;r,<x:><_;, �;_ -,>,::u,u<:c= nx,x=xuxxnx::x, 99,6,=!�.rxa999"x .. , pe,::uxyy.x:x:c:r.:::,...,:.:=.sq:!rk..,..x;:,:xx yy,�,;z.rynu9r. ..,xxx....xxxx_,,... ,n:.xx:._::_:,,..,x. ,..,..:.xxux999:999; ,4,x:xx9 „x:x::v::::xxxn,v -xxr�...r�xx :9!dud:>x>xxxxu.xx,x,. a x:�,:s::u .... .. .. ..�' xx,w:xxx:xr.xv! • ..,• 0,.x,...x..,n.xr,.,: Lxx::xxx::xxx,n::rr::,x<x::nn:xnux::x;::nn; RECEIPT NO.. .,,::.x,x.:::_:,x.xxx, n:r. ,r:.... x.,,x.xxxx..,<,xx<>.:..,xr::,x :rx�x:::::nrx 0x,x9�i.'.•_a9'"-9,,:99 :909ti:99'9r;d9 =n r,::x; ._> 'y= """:-x09:x,..., 5xxn�.<x,9ixx ,x::>T' .9=F� 99 ._ = ,.n :,,x<,. ..,n _._...:::._.;i.-e,;'.'-•;9:`:u::rx90,x::x=„ e9=>i;",•.;9:u.*9:=:==s9 ;9 : 99.x„«n,nr::.,x v2,..xz,r = : x..0.axy,x_..xn.,,,... ,,,,K -:.�„ ..,, x.xxn.:xn<......: x,...x0:':99:":09:"iix:9x:99S99";9ii;."0:`.' ,xiu,9"',:rxxy,:ur_-0..xn., x;;.=r.,nx..:xx..yyx;xxn,,..x..:;;xu.,..:::;xax:�,.n,xx.,,x.!.<,xx,..... u _. _.:. .< -..- 9x9 , y�9 / ? �C jNi 'i �+ rx` 1 /� k ° .. RECEIPT DATE. 9 s C n 7/ 9 k 5 . � :._zs - � - _. � � � . 9i•' 7 _710. � �into . £ -.. � is - RECEIPT AMOUNT:VnV 9� k 900 0 k '°�VV �€� 4 .. .`C .%?.r 5. .... ....!.! .. .. ....... r .._.... .. -7...... y9 Y „n yr:.,:9:9009k'ReEIY.: ............._.::>:::x...:y..........,rt_,.:5..! 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Check those fees which you wish to have considered' for refund: Building Permit Fees Sheriff Fees SRA Fees (CDF Fire Planking) ................. ::x::>,.:.:::x.::rnx,xx,.x,.::,xx,::xn.::,,,::.,:.x:x:::::xnxxuu;!_._,.=::;nnxnx'.y:�.zx!r=x<:..xr=:x,.x,x„.xx;: ::xxv ::eu::u::n.:xre,.. r,>,. ...._........_:....:...�.... ......r. ...... r .. .. .................. ...... ..........x.x::-�e:x::rery, ... ........... .:............ ......... n..:.ux....xxx..xxx.......x'..".in,_...x.,...x<.xx..x...:x:x:::::.,x<::.u:, .xxx,..<..0: ..>x..v..xc:;;xx-c:.nxn. .,.,..,nx_y..r,......_.._........_..:,,.x .,.x,ux..n..x......xx.=..... .. ._.... ...... L.:rx.......:!t...,::n.r.8x,9x .x....,,nr xx._x......_......... s=, x:.....:..x..,,:..., xx:...x.._.,:....xxxx• ::_ ....... ..... :!!..n..._..._._.._. _:. _. :.._:..... .. .. .. s:,r....,ex..y ......... .. ...... x::...,....,... Other (specify): ..r...r........n..xnv....x.. ...xn .,an,....a...:nv ,....:... :..,...:........ .._ .. ...9 _.. ._.....,..., ...... ..........._- ,�,, ...... _..... ........... Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the dansyou may ick them up prior to that time. i Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile August 11, 2004 Dennis R. Olsen Bonnie G. Olsen 4374 Round Valley Ranch Rd Paradise CA 95969 Dear Dennis and Bonnie Olsen; RE: Request for check fo on a Permanent Foundation System). AP# 027-120-02 Dustin Lane, Oroville C The County of Butte, Department of Development Services Building Division is requesting an undated check made out to HCD (Housing and Community Development) in the amount of $22.00. We require the check before we can send the 433A and supporting documentation to the State of California, to have the mobile removed from state license rolls. If you have any questions concerning this matter, please call Gwyn or Myles at (530) 538-7541. Thank you, �6Gwyn Benedict Office Assistant II County of Butte �� Department of Devolpment Sery �,� �9 7 County'Center Drive �� v F cT� Oroville CA 95965 '� Fur ar.A. `..� 3' �y AUAUG RETURN'SERVICE REQUESTED _a�Q I BUTTE COUNTY AUG 2 3 2004 DEVELOPMENT Dennis R. Olsen SERVICES Bonnie G. Olsen 4374 Round \iano„ _ - --- Paradise CA OL50374 959696730 1804 83 08/18/04 . - RETURN TO SENDER OLSON MOVED LEFT NO ADDRESS UNABLE TO FORWARD GyL a i RETURN TO SENDER I NOTES--RE,aTIAL' • { � 9 �"•Ab1T' ,... ^,� , ;' Y03-3097 , µ PERMIT NO. O SO ,'DENNIS & BONNIE USTIN LN OROVILLE?` Cont. MOBILE HOMErS 4 LESS NEW MH PERM FNU 4 THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE'BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS_ (ONLY ON NEW ;`INSPECOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY - SRA . FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER • 1 — — OFpI - CL COPY Address ELECTRIC Meter By Data '`JOB FINAL ED (Datelp Signature Aj �k u• J=OK 0 = Not OK . = Not.Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / . /'Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card BA' Date Card B-1 Date M0BljLLeH9ME INSTALLATION (Plans) OK except #'s Card B-1 .26g Requirements -Setbacks -Easements 2 -Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances ' 5. Drain; MH Test -Fall -Flex, Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval . 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10, Exits; Insp.-Sketch _ 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERPAN T END SYSTEM (ONLY) 3. *_VZ Xing Requirements -Setbacks -Easements 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing . . ootings; Size -Spacing -Marriage Line 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures &,-T.- Blo�g 6. Carports; Windows -Doors ✓4,-Ilas; Test -Demand -Valve 7. Electric witEigEtricity; MH Test 6. Water; MH Test at d Sewer Connected 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses s and Electricity Tagged 9. Siding; Nailing -Veneer -Stucco -Mesh Exits 10. Roof; Shthg-Roofing 10. License Decals 11. Ext.; Steps -Doors -Landings - 11. Verify #'s with Office 12. Braced Wall Panels Date / LCard Date ' - B-1 Date Card B-1 Date Card B-1 Card B-1 ,; MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing . . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings - 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except -#'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 - Date Card B-1 j Date I Card B-1 Date Card B-1 ' J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing _ 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W, Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. • in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ... COUNTY OF BUTTE BUILDING DIVISION -- DEPARTMENT OF'DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (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 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. I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (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 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. U. NC d d rv! rr 7 0 J/JPr�.'CO'r / a. .i r ice, tf ti• 9:• 'i Ak. C/ Inspector REV /0/92 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 027-120-023 ZONING A5 BUILDING PERMIT OWNER DENNIS & RnNNTE OT SON TELEPHONE - SO. FT. OCC. BUILDING VALUATION 1383 R 74 682.00 . OWNER'S MAILING ADDRESS 4374 ROUND VALLEY RANCH RD PARADISE 95969 CONTRACTOR'S NAME MOBILE HOMES 4 - LESS TELEPHONE 865-6420 CONTRACTORS MAILING ADDRESS 6404 CO. RD 27 ORLAND 95963 CONSTRUCTION LENDER - [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 263.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS DUSTIN LN, OROVITLE Energy Plan Checking Fee $ $ PERMIT FEE $ 306.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH PERM RMN Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S I G I WF @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VMain Service p.A OR LEss 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. 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, �y will do the work, and the structure is not intended or offered for sale. K 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 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. ❑ 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 permitis 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.) t� 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 compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X HZb% Date 1 d -% 03 Signature of Applicant -)? Owner ❑ Contractor ❑ Agent-� An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in heig t.B Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS.( 8 ACC. BLDS. 3.5¢FT; UM T. MULTI - NONRESIDOUTLET CIRCUITS @7.50 POWER APPARATUS a SINGLE ourLEr aR. 00 Ex. Occup. OUTLET OR FDMRES SAL Q .50 Ex. Occup. ourtEEDTs A D.oEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ 4-1.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation , PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTALFEE$ 414.50 HAZ. D. FEES IMP FLOG COF ✓ PARCEL 11.111"workers' PD HD SSU 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 1jap been paid. '' Date C.I.> PERMIT EXPIRES ON I Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ry COUNTY OF BUTTE -DEPARTMENT O. ,DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville','_UA f9.N5 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET �j /1 OWNER: C ° 1 /'`ASSESSOR PARCEL NUMBER VaV ' Proposed Building Use: gl M )� -um 0 `Counter Technician: CskDate: Items required in order to pply for a permit. All bo es MUST b checked OR marked NA in order to4ply.;7- 1P / 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparerbf the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in;duplicate. No faxes! ❑ 5. Energy compliance desi n and supporting documentation in dyp'cate. 6. Manufactured home Data sheets and installation in arriage line infFloor Plap.� Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Met Idg Plans, (B) Fnd plans and calesr' riplicate, (C) Elevations in triplicate. D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.„ = '� Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. - i Date Received By; JA 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate... ............................. ❑, 9. Site plan and business license approval from the City of Biggs ..................................... ❑ 10. Letter of intent for non-residential buildings ..............................., ................ :,........ ❑ 11. Detached Accessory Building Form filled out by the owner .......::. ......................... ❑ 12. Hazardous Material Form..........................................:t........: ❑ Fire Sprinklers ....... ..... ........... ......................... .:............................................ 4. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent ❑ 15. Other���Kj t ... Re ai. ing items,needed to issue the permit. (May require additional.pl n revie�{`'up receipt o e t16 ees as shown on the attached Schedule of Fees Due Sheet...., d................... O< ❑/�. Statement of Intent for Non -heated and A/C Buildings .:.....:.........................:...........- il.. Sanitation and site plan approval from the Environmental Health Dep`artme`nt i jff< / i City of Chico Plumbing permit ........ ....................�.............. , I...::.... 0. California Department of Forestry plan approval (paid , Sent by: � . q%Q.,,--?�03 4E1. Planning approval for (A) Use: b � (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ' o- 1 23. NPDES Form.................................................................:.,...r................:....f Qd 4f 24. Encroachment Permit for driveway from the Public Works Dept ........... ..;....... ::.::....... ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification). ....: `�......`. ` ❑ 27. Worker's Compensation Carrier and Policy N mbev.................................... c.. ` ❑ 28. Owner -Builder Verification (❑ Given to owner,-t.Mailed to ❑ 29. Letter of Signature authorization................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... A ❑ 3J/Manufactured home utility clearance................................................................ ❑ 2. Exi�Dee ired permits ............. ?....... 4VGStatement of Facts, ❑ Letter from Legal Ownet - heck to H.C.D. $ 34. Oth n issued Telephone / ' `and hold for pickup. . t I have be a above items and requirements for obtaining a building permit: Applicant: e. 1. Index permit application for the above items numbered: n A Plan Check Letter 2. Additional items required A Contractor, designer, owner, was advised of the above data by 'O' p one, ' Cl`Nil, -b 'counter, by Date: Contractor, designer, own r, was advised of the above dat b " g y phone, ❑ mail, ❑ counter, b( Date: Plans reviewed by: Date: i(7 • a ' 05 'Plans approved by: Ll Date: 10- Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division r. Jjl1r.:=" E.9i. USE ONLY Plot Plan Attachad Flow Plan Atmcltad , Sant to G.D. i7 la TO: Building Department ` FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location API- Plan P#Plan Approved for: Sewage Dispos Water ply: Public Private Well � Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date x4 . . , • ,. '. School District A.P. Number Property Owner BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (OrL4 iOrm piv B I Ing) Building Department No. Va / • <%K,0--5- Jurisdiction: City /County Property Location/A( Subdivision Building Department District Identification No. C"o,zly, I. I le - U (Street Address) Imo"V-i l k Plans reviewed 0084 Lot No. .......... _...... _.:__....... _....... ....................._.............................:................. . 3�3 € Sq. Footage Addition 'Supplemental to (Group R) Conversion `• Permit # s '(No foundation inspection)': District Personnel) 01,91� hoof District certifies that U ' l N (City) has complied with the requirements.of Resolution No. _ representing square feet. Representative Paid by Check k 15-7-7 Remarks: Sq. Footage (Including Exterior Roofed Areas). Date <' (Applicant) 2-7-7 (Phone Number) (State)) T (Zip Code) n bJ " 9V q by payment of $0"I '7� f • w� AB 2926 $ FULL MITIGATION S Date 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(a), 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. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm r- Residential Development 4 No of Living Mobs e • ome units Installation CommerciaVi ndustrial News,. Addition Building Department District Identification No. C"o,zly, I. I le - U (Street Address) Imo"V-i l k Plans reviewed 0084 Lot No. .......... _...... _.:__....... _....... ....................._.............................:................. . 3�3 € Sq. Footage Addition 'Supplemental to (Group R) Conversion `• Permit # s '(No foundation inspection)': District Personnel) 01,91� hoof District certifies that U ' l N (City) has complied with the requirements.of Resolution No. _ representing square feet. Representative Paid by Check k 15-7-7 Remarks: Sq. Footage (Including Exterior Roofed Areas). Date <' (Applicant) 2-7-7 (Phone Number) (State)) T (Zip Code) n bJ " 9V q by payment of $0"I '7� f • w� AB 2926 $ FULL MITIGATION S Date 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(a), 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. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm r- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 50'' 7 County Center Drive s Orovil,�,-, California 95965 • Telephone (530) 538-75 PERMIT NO. ev.12/96) APPLICATION AND PERMIT `S UMB 6 /I ZONING BUILDING PERMIT (/ TON SQ. FT. OCC. BUILDING VALUATION OWNER Q � .1� 7(��� (') _� I v1>1. � -�-%�,l'� 1'11 l� J CJ G � d 1 ., --� - 4-)QS4; 1949-6 -D v COY 4 , CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS PERMIT FEE - � --� Total ValuaYlon is ARCHRECT OR ENGINEER • UCENSE NO. Flin Fee $ 20.00 $ aooA TO L000A Permit ee $ OWEUJ4G OCCUP. ARCWMcT OR ENGINEERS MAUNG ADDRESS OR ADDNS. Plan Checking Fee $ BURDINGADDRESS LinI \ Energy Pian Checking F 3- 1 VY 1 $ ST6? LIN ls- Sc> f3 PERMIT FEE $ Q LOT NO.SUBDN1SION'S NAME 11 g 6y 7 $.-1 p-- of p PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 e I Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome Other Water piping 15.00 SPMFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Insia" Other Building sewer 15.00 Mobile Home I S .1 G I W @20.00 Describe Work: s - .PERMIT FEE PAID SRA SHERIFF OTHER AMOURE< DATE RECEI RECEIPT #_ v a PERMIT FEE FDCED AFPLNS. OR Ex. Occup. OUTLETS FSID. E0. ELECTRICAL PERMIT Fling Fee 20.00 Main Service $q 23.0 — $ aooA TO L000A $ NEW CONST. aa� EX. OCCU . OUTLET OR FIXTURES PERMIT FEE FDCED AFPLNS. OR Ex. Occup. OUTLETS FSID. E0. ELECTRICAL PERMIT Fling Fee 20.00 Main Service 600V OR LEss 23.0 — Main Service aooA TO L000A 46.00 NEW CONST. OWEUJ4G OCCUP. 3.5¢F°, OR ADDNS. & ACC. OWS. T.MULTFOUTLET @7.50 EX. OCCU . OUTLET OR FIXTURES I EZ @ .50 FDCED AFPLNS. OR Ex. Occup. OUTLETS FSID. E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23,00 I PERMIT FEE $ '/ I MECHANICAL PERMIT Fling Fee 20.00 I 6.50 Ventilation PERMIT FEP I S Mobile Home Installation Fee $ Energy Inspection Fee CCC CONST. TYPE TO -PAL FEE $ HAZCESN FLA00 COF p EL H ISSUE This permit its 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 are ( _ r:. _ �iaS E q � aa?+ a. a. " o s . as APNO: . ` � � � ,• . w " �. --DATES:, � �a :.: e., a n: .,,.x?,.. .x.a.....xa�,....i .,.. OWNER:' Phone SITE ADDRESS; 3 ... Zoningaaa a _., a a Acres ..a az sName/Date, ... ,:M aev S a 9'f'/' agm a ax% a „ Flood. # as { ..'. a a ,xxx« xxxxx a„a x a:=xx=x« ° ° a a,,..xxxxxi , ax.....xxa ...U.- 8 Map/Book. a a Pager a s 5 e Block aaa Lot as a y ' . Pan Pa exfi:.; . S a. :% .a:ia;%% a #, a a Na __ xx a :xxx,.ax a, _ . _ ax.x:xaaa ax a -xxx.: x.,, xxx.._rixxxx, xxx:x„xxxxx ,''::xxxxxax. as a z� al c. '. Snow Load _ -,Other a s aaa tla aaa aaa a k a .S RA y.. aa9s a s 8 aaE a s _ __ __ __._.,,. _. t_ _, _ ._,. _ gin_ a.ri:a a_.a_ _ _.. _ . E_ x i:.ri. _,....n°,xxxa.X.» '.as.. ..xa VALUATIONS «�: .¢,s..'z-mass k FES ;.. •i A Pik.'+, .�$- '.y.¢, it ti .r i� �3� -v. Via. T. G3 i-aA'"k., `�r.:, :i. r:�E;;,,-.<m'"¢ A. fix? s _ 3_ .,W�k4 N CODE,VALUATION s,... - .:a�ri Residential/ Guest House/Heated Fun Room as ya4 a { as as a� as aaaa $54.00 ' 74,682.00 as«;:„xxx x.x� 9:xa«xax.-_xa °ax,R„ a = x.xa„„xa t '�.3k83x $ ,.., .. ..: ., as aa.. a 5az�p a' a aaa a spa £ as xxxx.xxxae ri .x= ” , aa,,.;?x? lxx.x 5xa 3 ,:ax3 x9 aaxae $' O a 'a; ai'�kS }l C,�j a S.a Iv aul ari �.'O :$ k - 4 .. ., ,ti ya S a 3 as ES t� ! aa�k FC a--g—un.5 i --v .nun f a x,.KHNNNU,xx._x A a;. %, ha a a a _xxxxx . x, ax a L7xL.xxt 9xri xxf n 0 $a — ax a t a_. sa a 3: # a a iaa - Uur M x xxxaxxxxx x z a?xxx x xx9 .x x :x.x xxxxx zz xxzxxxxaxx a '` E ux>x:.xR x xxxxx ... .L x:::zi xxxzzszxx xxx.txwxx xxxx xxxx xxxxxxzC xxxxx. $ -.... ,,. Re=Roof g gad. Cx...Y>., x ` a £ ;�ty� `' SQ a s a _. Calculates u'X ares 20 ft x 30ft. '60 sf . 6 s uares s a s t a $ ` 60.00 Fireplace HI H A (Zero -Cir): as aL{ al, X Masonry: au as a ° $ g --,” j ... NOy 2-sALU s TAL VATION $t 714 682 00= & ; y .,.. A F ] 2`' �� , br„ E�w #* BUILDING PERMITFEESW j .__.__ ._ Nom_ :��.. .....__ .„.�,.: .,x_.,. x__.,.,.._:; J QTY��.�:FEES�� y.z 'FILING -FEE „axa1 $ 20.00 20.00 ''.a„ anvgn $ Permit Fee -'Full 'Permit Fee 1/2{IUlli)x.atxxaa�� fiat $ 263.50 Plan Check,@ 65%,Permit Fee a a .... Pla-n Check Minimum/Mobile.'Home State Approved Plans $ 23.0,0 $ 23.00 „»xx, a,x1a Plan' Check MASTER PLANS ONLY a $ _ az...a Revised Plan Check °al a a 46:00 a :�axx xxa.> - Energy ln'spection Fee: - `' ' ..._.._° $ 46:00 $ , .. :, . , ... , _ _ aa.a xxa _. : Commercialflu in a aaaaE a 4000+ �a,aEa+ aNEI $ Energy Plan Check'' as �y Residential To'Master xxax:='„a Mobile -Home Installation`Inspection „ ' ” `a $. $ ” . ;aaxxa'„xx°x°<xx .100:00 :; aaaa:aaaxaa aaaxx.xxxxxxxaxx a k ax_xxxxxxx. xxxxx a as V ...:Caaaaaaa x:.a as ''! xuaxvGaxv of S a ......axF x xxa Sxa?a a «` Ixx yy ' axx xxax« xxax'faxx >a wax„ xxkx a a a as aaaaaa as a aaaaa aN.I.',:Caia:y : ax 0 a # a _a .Sa..aa._ s•�asakaax: x. ;,..-x._„r.axxx-a------ a a A F ..il_.. '.C..:a. x « # a aaa:x xa ” ....;” aaaa x x Sae as -. a a: a # a xa aaaaaa;a::aaxxxax' a aWN aaa a s as a a n a a aaa:aaaasax,ac , a aaa ; a a ..: a a a a s as .. b , :xa x.wu ? x,,xv ON "UN x3xx«xax xxxx ' ax:x«xxax x xxax:xa xxxa , xra :aa, xxxxx :xxxx;.x xxxx„x xxxxxxxx aaa x .xa x,xxatr Asx xx?xxx:aaa? xx a $ _ Fy .. `* a7x ,n:v,x ,. k ?1ni a „�� ,� �, uy b 5Y`� 'i `yu.4'=fr 2C t„"t `i L p >n PLUMBING PERMIT 4ssA��3� �r �ti E r >ik' :EY ( i j "fir,.,.. ""n a Y 4 ,,. ._,,.,,_, ,Pk.Sx...Cx_r,..n:.<'.w.tv?'..'S':e;4,.tE,.x!E'„ 3 3. P. a- W... �''">'"""Z - XE.. ,'e..: .r.. WP#� ..'�S<.Eex?i7^„'Y .. .rid:. _-r... B� FILING FEES a aaa R, ” , - $' 20.00 $ 20:00 .r�._._„ ri ..a ..?. E�.: Each Trap ;.. a tax, $ 7.00 $ Solar or heat heater '` aaxx' $ 23:00 ' pump:water xx x„ $ Water $r 15.00 pipin9..x',xx„1. . } Each gas water heater:or'vent -a as r aaa. Paa $ $ . ..15.00 - Gas piping system 1.-5 outiets'; ,.1a�a 5+ Outlets $15/$3 $ 15:00 x;', x x';„`i,r; °_ ..__ _ : BuildingSewer , , x 1x $ 1'5.00 � $ 15.00 a Mobile Home Utilities Sewer:,... ax Water a..wa x„; Ta k Gas $ '20'00_: $, - ^axa?aaa:a a :aaaaaaaaaaa".a aaaaaaaaaaaaaaxaa".` a aaaa as„. a ,aaraaa:aaa a "Hi xa x xxxx xk { a ` aaaaa xaa> 'a„x xxlx....... a ax, xxxx x.axx ”' :. a,x a r a a.xra xva: a a....a aaaaa „aaa cxax. u.fi'a.xCx.aa,L aa. cr sc3 azssssa a xxax,xxaxxx L. S, x a.. ax, xxxxx . Y aaxx ...H ax; a $ a a a a ..a a r a 4eq. g — - . x xxxaxxx............. xxxx« xxxri w.x.xx y xxxxxxxxxxxxxxx ,x ,xxxx....... xxaxxxxx«xxxx a a a s aaaaxx, xxx x a a. a' a a ......xxx„.xxx.x as-aaaaa a z «xvxxaa xxxx r w' How c' e -...N?t aaaaaaa aaaa a- a a L k a a a ax xxaxa.xxaxx':x x,xax.xxx xxx xxxxx' xxLxaxx xa xxxx, vc.x.a> w �xa?:a°aa n.xx ':a xxx sxa xaiaaa:::x:aa::aa-x ..xaxxxxaaxx: xxxxx<a::aaa aaaaasa::aaaa r TOTAL PLUMBING PERMIT FEES $ 1, 5` aA”' 'd,5. ��� N65�00 � Ki.�vF .EV��£ <�<�":-x^���"i N ROOM Q�.`eMbd � eY.vY.t'1-.i AP 1V0 :., PATES: , 8 k... a .,,• .. :... �.r„ ...,:. :.k._ ` „,,.:, .m OWNER':, " - �:r Phone: SITE.ADDRESS:. ELECTRICALPERMIT�r�g={ x��4,�y A"" FILINGFEE,...:�,�, $ 20.005$20.00 600Vorless/200A or less um.oap-m�' 1 $ 23.00 $' 23.00 Main Service 200+A to 1000A '..:..3:,$ ' 46.00 $ M, x 0.1 New'Construction`or Addns Dwelling Occupied & Accessory H. $ 0.0.35 'Bldgs !..,:...�. ....�:..° New Construction. Multi -Outlet Branch Circuits,.;.....'»,.;:.� $ 7.50 $ - . Non -;Residential Power A aratus &„Sinr le WletCir. ,. 0 1-2 ° -I C $ 1.00 Outlets or Fatures 1 Existing Occupied; 20+ NR $:, 0.50. �: .....: . $ Fixed Appliances�or 66tl4s (Res) ea". _ 9 . 5.00 $ - Temporary Service !1 � Mobile Home Facilities 00' 20 $ . ,.... . .00 _ Miscellaneous Wiring:>k s; $ 23.00' my _ $: - Pre -Inspection (existing MH; existing site) „,.y,,k,, ;$, :'.23.00 $' Pool Electric ::' _.. $ 30.00 .- - �. �,. _ ,�r...__ _._. >__ . ;k. ..;.... C . r .k.....eI HE .>....:...,: RHONE.....,.. x .x....0 . _ a - i'E'f9 y; �: A� C .: k n C C ° F C . . s 0d . ➢ ,�, CC.t �, Y S1 Y.3. �, s TOTAL ELECTRICAL PERMIT FEES $ 'i.'.t ''~ 0.d .; .!`+ 43 00 4� - v;_ yy� ...,,,"..... '',...�„d.. A..._ra. F•ni.. n`", P�._.''rrt C_.- .< ” 3_.y 9 �'Y...'.. .4.edi N:. 4�:. �S4d :<SY��y Y i". K• j ...ZY � ....N, -c= :.v: ,.F. £ :. Ti".tJ•. ,T MECHANICALwFERMIT�" z vT'...y ..Sa. ... .. Er � � 4 F „ FILING FEE' ;. ....;;.$ 20. 00. $ _ ..' ... " Upao and including -100 000_BTIJ .'° '� r $ 15:00 Heating Greater than 100,000,BTU ` $ 20.00 $ k�.....� "..... ,. Up to 3 HP' and.100;000 BTU : ' , rCooling . 25.0t $ Eva Porative.Cooler �� ` ...,.� $. 15.00 • $- Extend Ducts in Additions iO ` $ 15.00 $ , 4 , Hoods k r. .�. $ 6:50 $ Ventilation $ 4.50 $ ' -. Gas Fireplace ti _ : ; . ' '' $15. 00 -..- $ ... r .. "' t CC C C Y Ya: - THS p ; S lX?7 ._.. _... » »..i '..»».i. . x......_». » .1 . -.» » .'x.._.. ,_?" ,.... .E.J"..,i. . «i�1.»4» » ».»M.!_ ._A v _...,. ,i,..w _1L'�5,�r.. .xr �'J�5_.».»...' R Lis Y 'C., 'I b rKU s 2' Y '. ti E �' MECHANICALPERINIIT�FEES ,f,�< Yrr ENA � f r=? ... .d`. ;,�*;v>a�2..ai5-b�ftm;.^. r>..I.�P:S,:z....w i-- ,i, h,e%.+, ....:,,..;z,.n-Y_..rSwY,....•4.,h-..rr.:..: r, r4r". 3_4,. ;_:R!rv+4 kix' .r.wr....iWxv S+r. ,y L�r, :r �ess ea+"w r,.f f'. -r .-�^,�,. .; F TOTAL OF9ALL�BUILDING'PERMITfEEES _ `f i x x414 5U': .. _._ x ..c_=rs€ Occu anc p y. r s = Construction " 'ISSUED,,. NDN:.,.:.; HAZ FEES' " IMR . FLOOD '-,CDF ��PRCL . PD Q' HD gg-3 o p o f ,i x � V ... ..�...,. f ..u.,:..,. . >... .. .r,: s FS..:.0 .�..<.� . AP NO.: DATES:gNotes: OWNER: Phone: _. �^��_° t AnnRFRR STATE RESPONSIBILITY AREA SRA BALANCE DUE SRA Per Sbuctrae . ; ' 1 1 $ 89.00 Is 89.00 SRA FEES $ 89.00 $ 89.00 IMP,AGT FEES SHERIFF Sheriff Residential Per SF Livin Unit ' - r1-.` $360.00 1 $ 360.00 TOTAL SHERIFF FEES $ 360.00 $ 360.00 DRAINAGE Therrnalito Residential I Per Uvin Unit - $ 510.00 1 S Commerciall Per Ordinance 3304 $ TOTAL DRAINAGE FEES $ - .. STREET IMPROVEMENTS Chico Urban ,-. Commercial per Each Sin le Living Un' "-• $ 1982.00 $ - Area Commercial Industrial Structures Per So. Ft. ' S 1.02 $ Residential per Each Sin le Livino Un' - ' ' " - S 595.00 $ - Thom alito Urban Area Commercial - Office Per Acre S 11924.E $ Industrial Li ht Per Acre -' $5962.40 $ TOTAL STREET IMPROVEMENT FEES $ WATER TENDER Water Tender Per Parcel -' s 200.00 $ > 1 ' TOTAL WATER TENDER FEES 1 $ " NORTH CHICO SPECIFIC PLAN(NCSP , . Residential' • JSR..111'-- _ Per DU IS 3,315.000 $ - IndustriaBCommercial loffice _ Per SF - is 2.3z $ School ISchool 18 72,614.000 $ - TOTAL NCSP FEES $ - TOTAL IMPACT FEES $ 360.00 • �. $ 360.00 $ $ $ Collected by Development OTHER FEES:.:.. ;�;,,. .:. - -. •F: .. _. . services TOTAL BUILDING PERMIT FEES 414.50 -2.25 s 416.75 ` TOTAL ALL FEES $ 863.50 -$2.25 OWES $ 865.75 $ - $ PAID PAID - $ - PAID PAID MINIMUKPAYMENT OF FEES,- � ' - : �; + BUILDING ..< .. ., _.. Filing Fees $ Receipt No. Staff Initials Receipt Name-Dennis Check Number Check Amount Cash TOTAL PAID ,. ,° $ .. $ ;390813 10/07/03 u. -`! KJ Olson • ' :�'- "`•.. ` '1370 .. _665.75 - _.... 865.75 $ - $ '� _' _ `_'_ . " - $ - Plan Check Fees $ 2100 SUBTOTALBLDG $ 83.00-. SRA FEES $ 89.00 -'REQUIRE'D.MINIMUM ;PAYMENTOFFEES 172.00 x PROF!ROOF OR PAYMENT-R IR FOR FEE EL _ RECREATION DISTRICTS - Proof of Pa ment Onl Chico Area Residential Per Livin Unit - • •'-• $ 1.189.00 1 $ Durham Residential I PerS.Ft. '-"=:- $ 1.04 $ ❑ '--- Is _ ❑ SCHOOL DISTRICTS - Proof of Pa ment Onl Ora HighlPioneer-101.. ,.;i . Residential - ' 9,383 2.14 $ 2,959.62 - ❑ € "- ' •. ,,�. w.r" -b.,; CHECK ('rod Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538.2140 Facsimile August 11, 2004 Dennis R. Olsen Bonnie G. Olsen 4374 Round Valley Ranch Rd Paradise CA 95969 Dear Dennis and Bonnie Olsen; RE: Request for check for 433A (Mobile Home on a Permanent Foundation System). AN 027-120-023, 97 Dustin Lane, Oroville CA The County of Butte, Department of Development Services Building Division is requesting an undated check made out to HCD (Housing and Community Development) in the amount of $22.00. We require the check before we can send the 433A and supporting documentation to the State of California, to have the mobile removed from state license rolls. If you have any questions concerning this matter, please call Gwyn or Myles at (530) 538-7541. Thank you, Gwyn Benedict Office Assistant II RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 24 -Jun -2004 2004-0038325 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. DENNIS R. OLSON AND BONNIE G. OLSON REAL PROPERTY OWNER/LESSOR 4374 ROUND VALLEY RANCH RD. MAILING ADDRESS PARADISE BUTTE CA 95969 CITY COUNTY STATE ZIP 97 DUSTIN LN. INSTALLATION MAILING ADDRESS, IF DIFFERENT - OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME UNrr OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY CO TY STATE ZIP 3-3097 (5 30) 538-7541 SIGNATURE OF LOCAL AGENCY OFFICIAL DATE MOBILE HOMES 4 LESS DEALER NAME (if not a dealer sale, write "NONE") 1062395 DEALER LICENSE NO. LIBERTY HOMES, INC. 2003 ANNIVERSARY/OG285663 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 09135038X/U 52'X 27' ORE451774/5 SERIALNUMBER(S) LENGTH WIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-120-023 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. Order No. BU-205426-3 MAM. Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "STERLING SUBDMSION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 10, 1990, IN BOOK 118 OF MAPS, AT PAGE(S) 64, 65, 66 AND 67. RESERVING THEREFROM A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENTS SHOWN AS DUSTIN IN. ON SAID MAP. APN: 027-120-023-000 PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENTS OVER DUSTIN IN. AS SHOWN ON THAT CERTAIN MAP ENTITLED, "STERLING SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 10, 1990, IN BOOK 118 OF MAPS, AT PAGE(S) 64, 65, 66 AND 67. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH LYING EASTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FORTUNE ACRES, UNIT NO. V, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK "A" OF MAPS, AT PAGE(S) 23, 23A AND 24, WITH THE SOUTH BOUNDARY OF GRUBBS ROAD,' AS SAID ROAD EXISTED ON JUNE 1, 1989; THENCE SOUTHERLY ALONG THE WEST BOUNDARY OF SAID LOT 2, A DISTANCE OF 60 FEET TO THE END OF THE HEREIN DESCRIBED LINE. CONTINUED Order No. BU -205426-3 MAM DESCRIPTION - CONTINUED PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 3, NORTH 60 DEG. 49' 20" EAST, A DISTANCE OF. 83.57 FEET, MORE OR LESS, TO THE CENTERLINE OF THAT CERTAIN 60.00 FOOT ROAD EASEMENT, AS SHOWN ON THE AFORESAID PARCEL MAP AND THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING SOUTH 22 DEG. 22' 02" EAST, A DISTANCE OF 442.62 FEET; THENCE SOUTH 00 DEG. 09' 39" WEST, A DISTANCE OF 526.05 FEET, MORE OR LESS, TO A POINT ON THE SOUTH LINE OF SAID PARCEL 3 AND THE END OF SAID CENTERLINE. SAID EASEMENT BEING FURTHER SHOWN AS CROSACOUNTREROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49. j 'BUILDING PERMIT NUMBER: 03-3097 Address or location of unit: 97 DUSTIN LN., OROVILLE CA. 95966 , Legal Description of Real Property: 027-120-023 SEE ATTACHED (x) Mobilehome/Manufactured Home ' () Commercial Coach r . 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: DENNIS R. OLSON AND BONNIE G. OLSON ' Owner's address: 4374 ROUND VALLEY RANCH RD., PARADISE CA. 95969 INSIGNIA OR HUD NUMBER: ORE451774/5 SERIAL NUMBER OR V.I:N.: 09135038X/U MANUFACTURER'S NAME: LIBERTY HO S, INC. A : 20P3 OFFICIAL APPROVING INSTALLATION: I • GC�� DATE: PHONE: (530) 538-7541 ' H.C.D. 513C e r m STATE OF CALIFORNIA " BUSINESS, TRANSPORTATION AND HOUSING AGENCY 04M DEPARTMENT OFHOUSING AND COMMUNITY DEVELOPMENTDIVISION OF CODES AND STANDARDSREGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS This unit is a: Mobilehome 0 Commercial Coach 0 Floating Home 0 Truck Camper Decal (License) No.(s) Trade Name / Serial No.(s) I/We, the undersigned, hereby state: a CZIYY�a�--� I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. r Executed on,/0` %6 3 at U CA (Date) (City) (State) Signature(s) Printed name(s) 1 v� t.� Address N ( s v% cI A Z 1-Q, kA -v, L. 12x1, City Zc, r- A &. !Lm . State `C 14— RM 476.6 (REV 9/91) RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 111111111111 IN 111 11111 0004-0038325 Recorded ' Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:01AM 24 -Jun -2004 REC FEE 13.00 CONFORM 1.00 Barbara Page 1 of 3 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A- FOUNDATION SYSTEM I_ 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. DENNIS R. OLSON AND BONNIE G. OLSON REAL PROPERTY OWNER/LESSOR 4374 ROUND VALLEY RANCH RD. MAILING ADDRESS PARADISE BUTTE CA 95969 CITY COUNTY STATE ZIP 97 DUSTIN LN. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY CO TY STATE ZIP 3-3097 (5 30) 538-7541 ' B P 0. SIGNATURE OF LOCAL AGENCY OFFICIAL DATE MOBILE HOMES 4 LESS DEALER NAME (if not a dealer sale, write "NONE') 1062395 DEALER LICENSE NO. LIBERTY HOMES, INC. 2003 ANNIVERSARY/OG285663 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAM E/NUMBER 09135038X/U 52'X 27' ORE451774/5 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-120-023 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. Order No. BU -205426-3 MAM .. Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "STERLING SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 10, 1990, IN BOOK 118 OF MAPS, AT PAGE(S) 64, 65, 66 AND 67. RESERVING THEREFROM A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENTS SHOWN AS DUSTIN LN. ON SAID MAP. APN: 027-120-023-000 PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY EASEMENTS OVER DUSTIN LN. AS SHOWN ON THAT CERTAIN MAP ENTITLED, "STERLING SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 10, 1990, IN BOOK 118 OF MAPS, AT PAGE(S) 64, 65, 66 AND 67. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH LYING EASTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FORTUNE ACRES, UNIT NO. I% WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK "A" OF MAPS, AT PAGE(S) 23, 23A AND 24, WITH THE SOUTH BOUNDARY OF GRUBBS ROAD, AS SAID ROAD EXISTED ON JUNE 1, 1989; THENCE SOUTHERLY ALONG THE WEST BOUNDARY OF SAID LOT 2, A DISTANCE OF 60 FEET TO THE END OF THE HEREIN DESCRIBED LINE. CONTINUED Order No. BU -205426-3 MAM DESCRIPTION - CONTINUED PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 3, NORTH 60 DEG. 49' 20" EAST, A DISTANCE OF 83.57.FEET, MORE OR. -LESS, TO THE CENTERLINE OF THAT CERTAIN 60.00 FOOT ROAD EASEMENT, AS SHOWN ON THE AFORESAID PARCEL MAP AND THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING SOUTH 22 DEG. 22'02" EAST, A DISTANCE OF 442.62 FEET; THENCE SOUTH 00 DEG. 09' 39" WEST, A DISTANCE OF 526.05 FEET, MORE OR LESS, TO A POINT ON THE SOUTH LINE OF SAID PARCEL 3 AND THE END OF SAID CENTERLINE. SAID EASEMENT BEING FURTHER SHOWN AS CROSACOUNTRE ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49. Building Permit Number: ©-3 -3097- Owner Name: Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code. (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW MYour parcel lies within a designated 100 -year flood lain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required: Note: We will normally accept the following as compliance with the flood elevation requirements: 1. ' Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3.. Electrical, heating, ventilation, plumbing and air conditioning equipment and ' facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square'foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building permit Number: B 3 - -30T7 " Owner Name: ©Ls©n �lParcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure: The followin g parcel map requirements shall be met: ,. All structures and equipment including overhangs shall be clear of all easem A setback of feet from the side and _1�0 feet from the rear roe ents. nes and 2 feet (25 feet if Federal Aid Route) from the edge of the right of ay hall be clear of O structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require r- Y q e the foundation to be designed by a Califomia registered engineer or licensed architect. 1378 SO. FT." Y L LL L-ELL J.LL LLLLL L LL' LLL_ UMJTY BATH FOR OG285663 :.3BR,2B& MASTER SUITE OG285663 UVING ROOM ilECOND, BEDROOM as OPTION& MASTER BATH OPTIONAL BASEMENT ENTRY FOR QG285663 FOR CIG285663 Mobilehome Manufacturer: Manufacture Year: If other than single wide, furnish Setup Mode(Number: Widt ,`loll (ft.) Length:(ft.) Tagalong or Expando Size (ft.) 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[bC] Other: SUPPORTS: Concrete block[ ] Other: mr-? a Provide Tie Down Specifications for all Mobilehomes: ZV4 Pier Footings Sizes and Location SINGLE WIDE MIII,TI-WIDE Line 1 Line 1 Line 2 Line 2 ....................................................ms ............................................ Main Bea Line 2 Line 1 Line 3 Line 2 ................................................................................................ . Main Beams ............................................................................... Line 2 Line i b ......................................::......... ine S Tag or Triple ine 4 ine 1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: I 1 ` From ends -maximum: ` Line 1 Openings Zq //x 3o ,, Size minimum: [�-J xJ Each side of openings with width over: ` o ` Line 2 Piers: 2q ""o Ii Line 4 Piers: Size minimum: 56$r,1 x 8641, Size minimum: [ ] x.[ ]. Spacing maximum: I to ` Spacing maximum: ` From ends -maximum: �g _ From ends -maximum. ` Line 3 Roof Loads: Size minimum Location (from front)": r Line 5 hoof Loads, Size minimum: Location (from front). May 1995 I v 10, p ,ga,a g3,4,t BUILDING DEPARTM ', PP V R 0., ""F-" CE M.H.I. -2 1. Owner's Name: o,UV1iE ©wsS dy 2. Assessor's Parcel Number: CMZ --7 0 2-3 Lc �t 3. Installer's Name: /yjmf. 4. Is the site currently under permit? Yes[ ] No[, -If Permit No. 5. Is the site an existing site? Yes[ ] No[ -�r (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? l00 Amperes. 7. What is the mobilehome site circuit breaker rating? - 16P Amperes. 8. What is the electrical rating of the mobilehome site? /D(U Amperes. 9. Is the main service remote from the mobilehome site? Yes[ No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to b . served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[---] No[ffIf yes, please identify the load and size: a) The mobile home site: Load- Amperes- /ao b) The -main -service Load=� .. Amperes - 11. Type ofgas. service at mobilehome site: Natural[ ] Propane[] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: 3 inches. 13. What is the gas pipe length from the meter or tank to, the mobilehome?40 a(ft.). 14. What is the mobilehome gas demand? B.T.U. * *(This information is not required if the pipe length is 'less thai 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE -'COMPLETED IN ORDER TO May 1995 8.5 i El -SUPPORT PJEv". taAaNG UTILITY INLETS APPROX. FFb.DM REAR - - WATER _ l'_ -a- u' - 20 PSF SOUTH ZONE - 4550 ELECT 10' 'U' 3C PSF MIDDLE ZONE -5170 - _ FOOTING SIZE - 26x20x4 C' 8'-� •� 9 CENTER LINE PIERS 20 PSF 130 PSF I FOOTING 11 2150 1 2820 16x16x4 21 4270 1 5650 4-x24xS. K Wom"Twm 0" T-9 "" O PIER SPACING ACROSS DIM . DIM WIDTH OF UNITS)—A I—BEAM OSI LIP--- --- ------- 99Vi' moi}----� --- 82W LONGITUDINAL FLOOR JOISTS EKCEPT MANUFACTURED IN OR: 41-4'• 2934" 759h' 991'x' TYP. 7 43'=6' _ `. I N 3' i 7'-10 ' TYP. 52' 2• CENTER LINE PIERS 20 PSF 130 PSF I FOOTING 11 2150 1 2820 16x16x4 21 4270 1 5650 4-x24xS. K Wom"Twm 0" T-9 "" O PIER SPACING ACROSS DIM . DIM WIDTH OF UNITS)—A I—BEAM OSI ISL TRANSVERSE Ft00R JOISTS 29-W 99Vi' EXCEPT MANUFACTURED IN WI: 3814' 82W LONGITUDINAL FLOOR JOISTS EKCEPT MANUFACTURED IN OR: 41-4'• 2934" 759h' 991'x' PIER PLAN HER PLAN NOTES REFERENCE HOME INSTALLATION MANUAL FOR OPTIONAL PIER SPACING & LOAD114G ALL RECOMMENDED FOOTING SIZES FOR 2000 PSF SOIL ALL DIMS. ARE FROM REAR UNO7HEWSE WDICAT�D ,6� 28 a Mu ou Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 INDEX Approval PAGE RELEASE SECTION NUMBER DATE MANUFACTURED HOME/MOBMEHOME FOUNDATION SYSTEM REALTH AND SAFETY CODE. SECTION 18551 APPROVED INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 SUBJECT TOCORRECTIONS NOTED UTROVAL DOES NOT AUTHORIZE OR APPROVE ANY PARTS LIST 4 & 5 9/2/03 UMISSIONS OR DEVIATION FROM REQUIREMENTS OF LONGITUDINAL DEVICES 6 9/2/03 APPLICABLE STATE LAWS AND REGULATIONS Stato of California PIER HEIGHTS 7 9/2/03 t fIfousl nand CommunityDwdopmaat SET-UP INSTRUCTIONS 8 9/2/03 N DES AM STANDARDS DATE SPA FOOTER SIZES Thier =AppmalEzpim 1.U; WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 �oQ�kOFESS/0,g - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 No. 6 245 P. , v V-DRIVE & PIER SYSTEMS 16 9/2/03OCICAI�F���P SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST BUTTE9-: COUNrY �101L®IZl'3` DEPARTME,,x. A p Irl R 0 v 00 Iq O N Atlanta GA, 3033 O O iim O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system.' General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. I:O c oc o Page 2 California 9/2/03' GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE -TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. c Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California 9/2/03 4 Vector Dynamics { - Foundation Systems, Longitudinal Component Parts List.' . r �r. Longitudinal Stabilization - Hardware Kit. ; # 10733- (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps,, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included), 3 Sq. Ft: Pad Vector Longitudinal, System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use.with #59271, longitudinal 'struts not included) Struts for Longitudinal Systems - Part No.. Length Pier Height # 59016. , .30!' 'up to 2 Blocks, # 59012 39" up to 3 Blocks # 59013 ;.44" up to 4 Blocks, # 59014 53" up to 5 Blocks_; ` # 59015 65" up to 6 Blocks PVC Adapter, Bracket # 59281 - For use with Schd 40 PVC Y Center Compression Strut # 48612 - Single Section, 62"- 108" k.. # 48613;- Double`Section, 34"-6'0" (includes short u -bolts, nuts, washers and 6 self taping screws)' Page 5 >.. 'California ` 9/2/03 E W Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal 5trut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts = 1 L.S.D. Can be used on one pad or, opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I 1 I I I I I I I I 1 I I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple Section 11 Wind Zone I Tag Section A 48 Ft. Max. California -Cl'--.,A--. 9/2/03 t 11 Wind Zone I Tag Section A 48 Ft. Max. California -Cl'--.,A--. 9/2/03 G7f11:1 max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone 1, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 it max. Unequal Pier Heights 4aximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts A f g41�P ®RI't N 0 � ,41 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. at 3' �r ,v 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Califor 9/2/03 WIND ZONE 9, SEISMIC ZONE 4 \ Vector Dynamics Systems Required for __7 Single Section"• Domes (Materials Required) home le Sec1 10n i \ �•" — —` - - . E,,,ple 01 ,� ,• _ ' _ � — — _�.F.- k6 � 4A•n^' \ \ \ I .4. I. CD 134 • (�- 1 �, * n Imo( r " tx',pia t� e�_, �..Fw � .m "ifi ''�`' "�`€ s •'fi Note: L.S.D.= Longitudinal NOTE: Vector Systems should be spaced as Stabilization Device - . symmetrically as possible along the length See Page 6: • _ of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. . Soil Beariri'9 Capacity: 1,000 PSF'minimum Anchors. Required:.0 _. " w -4" h 095), 3 with 2 helix anchor (59 } 12", stabilizer plates (59292), 1-1/4 frame ties - WIND ZONE 1 Home Length Vector Systems Required "Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. 0 to 72'' 3 2 3 2. 73' to 90' 4 .3 = . 4 2 f� N }, ^ 'Each Vector System requires -one of the following: ° •rqr 1-4x4 or 2-2x4's pressure treated wood compression member, ►` , Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) ® f 2 sq. ft. pad c' F F CC] CD 0 WIND ZONE I SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes me ' " I (Materials Required) _ _ - - - , _ - - U" 1e sect\on h° ♦ ;, -72 do �. - ==- ♦ ` I \ - - d �.� Xyr�'i'tf. ..�, '� �..: P+a m. '"xY � r`y"Sz , ♦ I — — — 1 I � , �, . ". \ •mak„ ;,Eg 8r, """ I r, ra` `' -1 � �P ,s..+ � ,tet I"av � ! k�4 mss! ♦ ♦ � n5 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 46 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None (*Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' S 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 5. WIND ZONE I SEISMIC ZONE 4 _-o�homeems� , ` Vector Dynamics Systems Required for ' - . " 76 f; spa eoctve6t°r sy ` Triple Section Homes " - _ \e o{ a etwa (Materials Required) - - - 'F " - EXamph°"j5 9 _tr'Af1on _ ` co NOTE: co When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. n 0 Tag or--.-- full rifull triple L sq. tt. paa z sq. n. paa A O Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': None (`Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49' to 71' 3+ 2 on Tag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85'to90' S+2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) CD -1-1 - - - - - - - - -"� WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for _ - - _ - - ' " r Double Section Homes (High Pier Sets with Diagonal Ties) ct'o n home - _ 2, dou �= a NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I Max. Height6ft. nit Width See Page 7 co N 1 -Beam W Spacing . 4s' Min. 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 1 4 4 4 85' to 90' 1 5 5 .4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 24" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) h WIND ZONE II (not to scale) 4" . Home Length Vector Systems Anchors Equired Required per side LSD 0 to 48' 3 5 2 49' to 60' WIND ZONE II, SEISMIC ZONE 4 (Hurricane)_. - 61" to 72 Vector Dynamics Systems Required for 2 73' to 84' Single Section Glomes 2 85' to 90' (High Pier Sets with Diagonal Ties) f ' I 2 �n.hoCc� ems �de\�res rot sYs ua� 9u Ve° man _l o{ a 7 2 va` spa meonsta��at\on e 9eust be to ho 1\Wsstatvo 9a°in9m Pads , vy u i� _ - y.gyp• CD .' NOTE: Vector Systems should be spaced as ` symmetrically as possible along the length of the Soil Classifications: 2,3, 4A & 4B home: Pier spacing must be consistent with home Soil Bearing Capacity: 1,000 PSF minimum manufacturers' instructions and/or state requirements. o Anchors Required': 30° with 4" helix anchor (59095), - 1-1/4" vertical ties w/4725 lbs. min. Maximum allowable working drag load for the Vector breaking strength. System with steel compression strut is 4,000 lbs. per - ` the K2 Engineering test report h WIND ZONE II (not to scale) 4" . Home Length Vector Systems Anchors Equired Required per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 tor C=) Each Vector.System requires one of the following: A. R 1=4x4 or 2-2x4's pressure treated wood compression member,Ra 2 sq ft: pad st) Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts li W co n a WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for _ - ' " _ Ghon h°ys ems; 1\de\`nes l< Double Section Homes _ _ - " - t do lot for Vectti\on manua_9' 72 1aGMU - ' 01 a e era\ sp ome \n I - - �Xatnp`se hows ge k be to h - ' ``♦ \♦. - ' \\\Ustvaf\ sp aG%n9 G%n9 ds a - - . � � ` � oon a - - I ♦ W't.e , � .♦ s y:. _ i E 2'n max. HP. ♦ i 1 NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for tt System with steel compression strut is 4,001 the K2 Engineering test report. WIND ZONE II (not to scale) \2 sq. ft. pad/ Sou hearing t;apacay: i,uuu vbr minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired Vector Systems per side Required LSD 0 to 48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Home Length Vector Systems Required Anchors Required Per Side ;.. NOTE: 3+2onTag WIND ZONE II, SEISMIC ZONE 4 q 49'to71' anchor must be used on the.outside wall/beam at that 6. ''3 approximate location. 72' to 84' 72'to84' C NOTE: Vector Systems should be spaced as 3 2 Vector Dynamics Systems Required for 8 me 2 manufacturers' instructions and/or state requirements. Triple Section Glomes-Seccio yste`Y`5• full triple 1' Soil Bearing Capacity: 1,000 PSF. minimum*- (Materials Required) c-) multi for vec tot ' i w//4725 lbs. min. breaking strength. + ' - - = - - o{ a �6 a\ er 9e"FC ' ", \; ♦ `, - - eya'mphoW5 _ { 0 �z \ AVA Home Length Vector Systems Required Anchors Required Per Side ;.. NOTE: 3+2onTag 4 When a pier height at Vector, locations exceeds 46", an q 49'to71' anchor must be used on the.outside wall/beam at that 6. ''3 approximate location. 72' to 84' 72'to84' C NOTE: Vector Systems should be spaced as 3 2 symmetrically as possible along the length of the 5+ 3 on Tag 8 home. Pier spacing must be consistent with home 2 manufacturers' instructions and/or state requirements. Tag- Ori►, Soil Classifications: 2, 3, 4A, & 46 , full triple 1' Soil Bearing Capacity: 1,000 PSF. minimum*- c-) Anchors Required*: 3/4" x 30"with 4" helix anchor (59095) 1-1/4" vertical ties,- ' i w//4725 lbs. min. breaking strength. + ' Home Length Vector Systems Required Anchors Required Per Side , LSD Main ` TAG Oto 48' 3+2onTag 4 `2 1 49'to71' 4+2onTag. 6. ''3 2- 72' to 84' 72'to84' 4+3onTag 7 3 2 85' to 90' 5+ 3 on Tag 8 3 2 C:) ach Vector System requires one of the following: w 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40:PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad 2 sq. ft. pad `` Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16°. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive for rocky soil V -Drive anchors are used only in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bol ut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. ont' a tighte ing strap until all slack is out and strap is tight. M C D Page 16 California w ` 9/2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: 16x16 = 256 sq. in. or 1608 = 288 sq. in. EQUALS 2 -Vector Pads # 59275 288 sq. in. or 1 Vector Pad # 59130 Footer Size: 20x20 = 400 sq. in. or 17x25=425 sq. in. EQUALS 1 -Vector Pad # 59271 432 sq. in. Vector Pad(s) exceed the surface area required when used as the equivalent list! bove. *Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En in ar with site conditons C Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector p2 for concretf footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt (91*2"� ..y Vector Dynamics System for Concrete Applications Q Instructions n M 9. Put a washer and nut on one of the 3/8" x 323/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. x 10 Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the -other Vector system pier set. 12. Place an inside'tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the. opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. , 15. Use the outside tension brackets to remove any space between the outside tension E brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16 Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two 'Vector pad ae off," for . concrete Inside Tie Bracket Concrete Compression footer boards orr5� PVC Pipe U -bolt Page 19 California,�`T. ! 9/2/03 CDF FIRE SAFE REQUIREMENTS P--7 -, ZO - 23 01-3617 V i,. 56,j 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. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 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 Qi -1 Zo2� AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 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 [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. IN 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. [X] 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 minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. (] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 CF?- r ®(5 7 �'� 50,x, �Cnlnll s AP# PERMIT # NAME Other Requirements.. [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves [ ] If Building Setback is Less Than 1.5 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback. - Interior automatic fire 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 /© _(4o3 Date Signature Page 3 of 3 r: • C: SITE PLAN REVIEW APPLICATION Date:AP# Permit Number (if applicable) 14A APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 3 k� (� l �, ►n Telephone No.: Situs Address: Proposed Use:, Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): )y — ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Well Agricultural Buffer Form DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval EN Site Plan Stamped Approved By Date Page ..1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 0 ❑ Snow Load Area: • - ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA = (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X_ • Flood Panel No.: j 0 2Sy Index Date: t -1-2o- D'C::' ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----- -------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • V�nA 7 �f q Zoning Code Streets & Highways Fire Prevention Subdivision Map Front d G Side �d Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • V�nA 7 �f q 7 Applicable Development Fees: Standard Fees Amount Formula • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ .Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: —El Meet Parcel size required by zone ElMeet current Environmental Health Department requirements •----------------------------------------------------------------------------------------------------------------------------- Page 3 of 5 f Subdivision Map/Parcel Map: Map Date of Recording: B-) D' 9 O Lot: Book: > > U Page: 69 4-• ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval- ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pl, must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 :i • This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 0 • 0 A. .-- .--- National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for ButteAi County Storm Water Permit Compliance ' 'W ;s" iA,� By signing below, I, the project architect engineer of record, indicate that I am aware that.a p construction project th >isturbs more than 1 acre of land requires a Construction Storm Water IQ Permit from the State Water Resp�ces Control Board. I, additionally- understand that it is the project owner's/owner's agent's respansibility to submit a Notice o tent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP dd a fee of $70 to the State Water Resources Control Board to obtain such a permit. I, furthe�ert at this project will not disturb more than 1 acre of land. I have also reviewed the Be s anigement Practices Handbooks, California Storm Water Quality Task Force, Sacrament , CA. I certi that appropriate BMPs will be implemented to effectively minimize t egative impacts of 1hik project's construction activities on storm water quality. I acknowl ge that it is my obligation to ihake the project owner and contractor aware that the sele d BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, a y time, site conditions and/or observations by a ounty official warrant reevaluati and revisions of the chosen BNTs, the appropriate change will be made without unneec�c sary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could -result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: ' Title: Date: c' — 6`7 -0 A NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan eun8 re • 0 NN � .3 iyvlk .Pogo*' „' C� -low Now= i I REVIEWED BY BUTTE CO. FIRE DEPT - CALIF . DEPT. of FORESTRY approved as submitted approved with conditions r attach Eheet. attach E 3 Date 4 Signature ---------- IN*C'LUDINO RES AND EQUIPMENT CLEAR OF ALL ALL C 13E FRqt'4.-T"F U Sl _ SIDE AND OVERHANGS or FT. PROPERTY LINE BACK * OF _S. AND A SET FROM TVJ 7: REAR V SHALL 13�^ 4r R� -3-V FT' FRO"' CENTERLINE ROAD. C IpMENT EXCEl- - 77 �P&T FROM T ' AND EQU 04A * STRUCTUg CLN OF - OlVE HANG. aOR A 2 FT- EAVE 4, NOTE: See the attached —Rgaidg t aLCg Reaun"Iments Pages ELECTRICAL, MECHANICAL, AND PLU CONSTRUCTION ( NOT PLAN I SHALL COMPLY WITH C �E OF NEC, UMC UPC. _—,WENT EDITM 03. 3097 M c. BUTTE COUNT -t qLADING DEPARTME-: .APP.ROvr I - . 97- Il -0 -2-3'- "4 - z