Loading...
HomeMy WebLinkAbout065-420-021rt T�u�f .. .—a.'.. � .�.w a+v'WM'i`F6�7.T*!!'(•.ry'Lti'��'dS'w.13�b: Y +' •f COUNTY OF BUTTE K BUILDING DIVISION ?n DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 REV 4/05 Phone # CORRECTION NOTICE yVti ilk 02.1 4' 1 \VVi•L 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 call for re -inspection when correction of work is you If completed. have an p y y questions pertaining to this matter,- or need additional explanation, please contact the Building Inspector as indicated below. mpg vA i ?n /'r co/�- Date Inspector lJ��v`'��, i GG;r�it a-=` REV 4/05 Phone # yVti ilk FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .".k COUNTY OF BUTTE c BUILDING DIVISION ;> DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE :g OWNER PERMIT NO. -' ,R r. A routine inspection indicates that the following violations of Butte County. Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of ,. work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below..z. Ivy A Date / y Inspector — - - v – GoJ/�. w C✓^� �„ „( REV 4/05 Phone # :,FOR RE -INSPECTION: CALL:_. -538-7636 OR 891-2834 _ ; =a Ivy A Date / y Inspector — - - v – GoJ/�. w C✓^� �„ „( REV 4/05 Phone # :,FOR RE -INSPECTION: CALL:_. -538-7636 OR 891-2834 _ ; ::'� RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005®0058203 Recorded I REC FEE 10.00 Official Records I County of I CONFORMED COPY 1.00 Butte I CANDACE J. BRIBBS .I County Clerk -Recorder) I I SA 03:08PN 26 -Sep -265 I Page 1 of 2 IIII III III I IIII I II II IIII III I 1101!1 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. JAMES & TERRIE ANN BUSBEE REAL PROPERTY OWNER/LESSOR 3949 CIRCLE J. RD MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 15069 TOREY PINE RD CITY COUNTY STATE ZIP INSTALLATION MAILING ADDRESS, IF DIFFERENT 538-7541 BUILDING PERMIT NO. TELEPHONE NUMBER OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME NONE UNIT OWNER (if also property owner, write "SAME") DEALER LICENSE NO. SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-2069 (530) 538-7541 BUILDING PERMIT NO. TELEPHONE NUMBER 4 cjyeo � 4lf 9 /23 /05 SIGNATURE OF LOCAL A CY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2004 4563B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL417A/B28001-WA13 564" X 268" PFS0880657/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER^"065-420-02- 1---7 HCD FORM 433(A) REV. 8/91 s WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. +.i 2 VC ' 1'11:1 f J" r • !9 D1U11'LILL 111LL1 EXHIBIT A 1pjuu3 Order No. 00223086-003 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 55 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 379 WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 1970, IN BOOK 45 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4,1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. AP NO. 065-420-021 SITE PLAN REVIEW APPLICATION Date: AP# ep&' Permit Number (if applicable) -LD �'i' Bin Number APPLICANT INFORMATION Parcel Size:So-s/ Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home e,T Z9 l 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 rimo�� O ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other Septic ❑ Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 91 Approved ❑ Conditionally Ap ed esolve Problems Prior to Approval Site Plan Stamped Approved By Date / 00 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: S-60- .0 j o00 f 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) —//I (OC SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 0'' 00 C -Index Date: lel ❑ 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. D_ ') _-r G Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side i Side Street Rear — Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. D_ ') _-r G t 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 -------------------------------------------------------------------------=------------------7-------- 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 Deed'Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate,of Compliance/Notice of Compliance. F-1Obtaina Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements . IM Subdivision Map/Parcel Mag:4,5Z Map Date of Recording: —1-7-76 Lot: Book: 3 S Page: W ❑ Use Permit/Minor Use Permit. Permit Number: Date of Approval: Parcel Map/Subdivision MapfUse 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 installedin accordance with the . National Fire Protection Association Standard for installation of sprinkler systems in one and -two family dwellings and mobile homes, NEPA Standard 13D, unless a pressurized community water system, with hydrants that meet. the Fire Department specifications; serves the parcel. ❑ Wood stoves and fireplace inserts•shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion.control plan for building and land disturbance. The Erosion Control Plan must be prepared ' by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ .Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated <with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management.District, a.copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations. are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa n.,-- n _rc I 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl .doc LARWIN DEVELOPMENTS INC.. A CORPORATION, ETTA MAY WILLS. FRANCIS 0. HAWK: ALBENA HAWK. MABELLE BECKF.TT AND MILDRED L. BROWN_. AS OWNERS OF THE LANDS INCLUDED WITHIN' PA RAO ISE PINLS UNIT NO. 3 AS SHOWN WITHIN THE COLORED BORDER LINE ON THE ANNEAEU MAP, ANU OROVILLE TITLE COMPANY. A CO RPO RATION• AN D COLUMBUS AUXILIARY CORPORATION. A CALIFORNIA 1:0 RPORATION AS TRUSTEES UNDER RECORD DEEDS OF 'TRUST, DO HEREBY CERTIFY THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND AND CIE CONSENT TO THE PREPARATION AND RECORDATION OF SAID MAP AS SHOWN WITHIN THE COLORED BORDER LINES. THOSE PORTIONS OF JACK PINE WAY,' COLU1ABII'1E ROAD, TOREY PINE ROAD, TW':N IF ROAD, RNEHUR ST WAY SPAR WAY IMPERIAL WAY, PINON ROAD, OAK LEAF COURT, STAR PING COURT, AND SNOWDERRY CIRCLE. AS SHOWN 'Yl1 THIN THE COLORED BORDER LINES ON SAID MAP ARE HEREBY Of FE RED FOR O THIN FOR AND UOLHEREBY DEDICATE OON YOROSPECU FI A IT CSPURP,E,AL50HEFFER FOR DEDICATION. FOLLOWING: F JAI RI GMT OF WAY AND EASEMEN'T5 FOR WATER. GAS.. SEVIER, AND DRAINAGE. PIPES. AND FOR OVERHEAD AND ON OERCROUND WIRES FOR ELCCTRIC AND TF.L EPlICNE SERVICES, TOGETHER WI iN ANY AND ALL APPURTERAN CES APPERTAINING THERETO. ON, OVER. AND UNDER THOSE -STRIPS OF LAND DESIGNATED' PUSLIC'UTILITY EASEMENT" CONTICIMUS TO THE REAR AND/OR SIDEL 1, TIES OF LOTS AND OF THE WIDTHS 'HONK IIEREON. (g EASEMENTS FOR LIGHT AND. AIR OVER THOSE STRIPS OF LAND LYING BETWEEN THE FRONT AND/OR SIDELINES OF LOTS AND TIE LINES 5110'AN HEREON AND DESIG-' RATED SET BACK LINE.' SAID STRIPS TO RE XF. PT OPEN AND FREE OF BUILDINGS. ICl RIGHTS OF WAY AND EASEMENTS FOR. DRAINAGE PIPES TOGETHER WITH ANY AND ALL APPURTENANCES APPERTAINING THERETO 04. OVER. AND UNDER THOSE STRlP$ OF LAND DF.S I GRATED' DRAINAGE CASEMENT' IN THF: LOCXTIONS AND OF THE WIDTH$ SHOWN HEREON. (0) EASE`AENTS FOR POLES AND OVER' IE AD AND UNDERGROUND ANCHORS.. GUYS. .WI HES CON DUI?S AND APPURT EIIANCES THER F. TO iOR ELECTRIC AND COMMUN;CAT ION SERVICES INCLUDING THC RIGH. 7'0 TRIM ANO REMOVE, AS OFTEN AS NECESSARY TREES. LIMBS. AND BRUSH. IN T'HE LOCATIONS AND OF THE WIDTHS SHOWN HEREON. rFl RIGHT OF WAY AND EASEMENT$ FOR INGRESS AND EGRESS ON, OVER AND ACROSS .HF: EASTERLY `35 FT. OF LOT 10.I'HE EASTERLY 160 FEET OF LOT 11. THE SOUTHEASTERLY 201 FT. OF LOTS IA AND I5, THE NORTHEASTERLY lag FT. OF LOTS 232 AND 233. THF. NORTHERLY 120 FT. OF LOT IB2. ANO -THE NORTH- ERLY 121 FT. OF LOT IBI FOR COMMON DRIVEWAY PURPOSES. (FI PAFC F:I �B AND 'C' OFFEREO FOR OEDICATI ON TO BUTTE'COUNTY FOR PUBLIC USE FOR COUNTY ROAD PURPOSES. LARWIN DEVELOPMENTS, INC. ,.A CORPORATION; AS OWNER t& 1- _ F.%E-'T.VE VICE ESIDEN..AS IS ANT'S CHETARY STATE OF CALIFORNIA 1 SS COUNTY OF BUTTE nn1 ON THIS AO UAY OF -yam. 1970. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FORCTHE COUNTY OF BUTTE. PERSONALLY APPEARED JERRY BERGER AND GRANT CLINE KNOWN TO MF: TO BE THE EXECUTIVE VICE PRESIDENT ANO ASSISTANT SECRETARY, RESPECTIVELY OF LARWIN DEVELOPMENTS. INC. A CORPORATION, W ICH -EXECUTED THE FOREGOING CERTIFICATE. AND KNOWN TO MF. TO BE THF PERSONS AND EXECUTED THE FORRGOING CERTIFICATE ON BEHALF OF THE CORPORATION THEREIN NAMED, AND ACKIIOWLECGED TO ATE THAT SUCH CORP- ORATION EXECUTED THE SAME. _ -- lean MArtin `�'' v�„/;9_✓ :cr NOTARY PUBLIr/'^�/J - __ _ MY COMMISSION EXPIRES OROVILLE TITLE COMPANY? A'CORPORATION. AS TRUSTEES �7 STATE OF CALIFOHNIA ) 55 COUNTY OF BUTTE 1 ON THIS//.. R1 DAY OFZ'Nl!< 1910. BEFORE ME, THE UNDERSIGNED. A NOTARY - P�. � IC NIN ANO F R THE COUNTY OF BUTT PE N. FAP E FED K � - !� P KNOW TI ME TO BE ROVILLE TITLE ND �a— RESPEf.EXECUY, OF E FORELE TITLE COMPANY. A CALIFORNIA CORPORATION, YMICIIE%ECUT ED THE FOflCGG Ii1G CERTIFICATE. AND KNOWN TO ME TO BE THE PER50NS WHO EXECUTED' tllE FOREGOING CERTIFICATE ON BEHALF OF THf. COR_ PORATION THEREIN NAMED, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME 'I a .•.-1??t wrier . Auum l t 4? NOTARY PUBLIC ' � �L::.''✓ ♦ i MY COMMISSION %Pfsl AS OWNER : LBENA H F0.ANC15 0• NAW ALdENA HAWK STATE OF CA IL F IA I 55 COUNTY O7 . ON THISIO DAY OF.J1 5._. 1970 BEFORE ME. THE UNOEpSl5 ED. A ROTARY PUBLIC IN AN fP97 'TH�COUN TY OF .",'-E RSONAL LY APPEARED AND'' ` KNOWN ToMETO BE THE PERSONS WHOSE NNAES ARE SUBSCRIBED TO THE WIT"IN INSTRUMENT AND ACKNOWLEDGED THAT TH F.Y EXECUTED THE SAME. Lao 3 Nmtln.. . NO TgpY PUBLIC F "� MY COMMISSION EX IRES-;��.'. AS OWNER 4 � . TAT ..TE Oi Jf 1A 1 S5 OUN1Y OF-- 1 KV?: ON ,THIS 'AY 1970._ ME, THE UN OERSIGN ED, A NOTARY pu I ' f A' ,.. UNTY. OF_ PERSONALLY APPEARED -f- ,_WNOWA15;T(YiTE TO BE THE PERSON WHOSE NAME IS? "i.—InE T'.' ._'\ :HIM INSTRUMENT AND BE THAT HE EXECUTED THE $AM.. Ito R..yM NOTARY PUBLIC MY COMMISSION EXP.,;itS.I'r_ cS s- AS OWNER :. �, lYAf 9ELLE BECKE STATE OF CA IFOR IA 1 SS f.OUNTY OF 1 ON THIS DAY OF1't'= . 1970, BEFORE ME, THE UNDERSIGNED. A NOTA:aY FUF B IC IN D TH O'NTY OF /,�..-C�' . PERSONALLY APPEARED �t`ip KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE EXECUTED THE SAME.. I:mR. U�n87 �•f /ii� ' �.� NG T -O. PUBLI C.��yL'fY IAV COMN.I SSION E>;PI RAS `�.!�' _ . L- AS OWNER AI .LBRONN STATE OF CA1 FL ”, 1 55 COUNTY OF1 ON THISIOO—DAY OF_u�. 1970, BEFORE ME. THE UNOERSIGNED, A NOTARY PUBLIC AND OF. THE COUNTY OF_l=-=ry3 • PEIISONALLY APPEARED �•fg 1P KNOWN TO ME TO BE THE 'PERSON WHOSE NAME I$ SUBSCRI0 ED TO THE YII THIN INSTRUMENT ,AND ACKNOWLEDGED THAT HE EXECUTED THE SAME. [eo.K. M6TUA NO uV MI ICN'y'I'.l 5.i• . -1�sF SUBDIVISION N0. 3 PTN. N.E. 1/4, SEC. 14 , T.23 N., R.3 E., M.D.M. BUTTE COUNTY , CALIFORNIA JUNE 1970 MURRAY B McCORMICK INC. CIVIL ENGINEERS LAND SURVEYORS 1912 F ST, SACRAMENTO, CALIFORNIA SHEET I OF 5 SHEETS AUXILIARY (,911PORA.T40N-,.A. CALI FO�RP IA.COT.I RPPORA,QN, .�A�S� TRUSTEES , a 41 STATE OF': i.ORft. yy:H ')_ 55 COUNTY ORS - ,}°;� tf T ON TN'I>:�'/•-.+.�AV.Qi;.�.� .4'�%E GNED. A NOTARY APPEARED VELY, OF COLU(A011S. AU4'1Y%FKRlFt1979M1ORATI ON' M1Y:CA'L I -FO (14 f•A'CO RPORATI ON ECUTED THE FOREGOING CF.RTIf LCR TE. AND KNOWN TO ME TO BE THE HO EKE CUTER THE FOREGOING CERT I•FIC ATE ON BEHALF OF THE ION TH ERE.N NAMED. AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION THE SAME. � Y- L:ll'.13:� ... va d � ^ I•' NOTARY PUBLIC y�•�•r COMMISSION E-� • 9 i' f v 11 EU.EN D. McCLINTCX:K nn*n vC INTOr ¢a1�Inr��. •'!.. I�Yti1 ••.^• YS�<M..LM 4nI.Ir19rM6 Cit) _ ` 9 I. DONALD 0. MCC'ORMI CK. 00 HEREBY "CERTIFY THAT I AM A REGISTERED CIVIL' ENGINEER OF THE STATE OF CALIFORNIA. THAT THE ANNEXED MAP OF PARADISE PINES 'UNIT ND. 3 CORRECTLY REPRESENTS A SURVEY MADE UNDER MY D'It CT ION IN NOVEMBER 1969, THAT IT IS TRUE AN U COMPLETE AS SM0WH. THAT THE MONUMENTS SHOWN THEREON ARE SET IN THEIR CORRECT POSITION AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACE . NALD D. MCCORMiCK, R.C.E. 9033 1. F.M. SEELY. JR., AUDITOR OF THE COUNTY OF BUTTE, STATE OF.CA LIFORNIA HO HEREBY CERTIFY THAT THERE ARE NO LI ENS AGAI NST'PA pAU ISE PINES UNIT N0. 3'AS IIEDEON SET FORTH, OR UNPAID STATE, COUNTY MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR S>ECIAL ASSESSMENTS NOT YET PAYABLE. TAXES OR SPECIAL ASSESSMENTS WHIC� pp% A 'LEN PUT NOT YET PAYABLE I ESTIMATE TO BE IN THE AMOUNT OF Y'aL.ioO. k; F.H. SEELY, JP.., CO UNITY AUDI LCR ALBERT J. WALSH. DIRECTOR OF PLANNING OF FHF; PLANNING COMMISSION OF THE COUNTY OF BUTTE. STATE OF CALIFORNIA, DO HEREBY CERTIFY THAT THE ANNEXED FINAL MAP OF'PARADISE PINES UNIT N0. 3 CONFORMS SU857ANTIALLY WITH THE CIESIC SHO"N� QN E l'EINTATIVE MAP WHICH WAS APPAgA,--D BY THIS COMMISSION ON')'JF 414% D ALBERT J. WALSH` DIRECTOR OF PLANNING 1. CLAY CASTLEBERRY, DIRECTOR OF PUBLIC WORKS OF THE COUNTY OF BUTTE. STATE 0r CALIFORNIA 00 HEP.EDY CERTIFY THAT I HAVE EXAMINED THE FINAL MAP OF'PARADISE PINES UNIT N0.3.7 THAT IT IS SUBSTAN71ALLY THE SAME AS APPEARF.0 Ott THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERATIONS THCM EOR, 1'H.AT ALL PROVISIONS OF THE SUBDIVISION MAP ACT OF THE STATE OF CALI FO RV IA AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF SAID 'TENTATIVE MAP HAVE BEEN COMPLIED WITH, AND I AM SATISFIED THAT SAID MAP IS TECHICALLY CORRECT. `n CLAY CASTL F.RRY, R.C.E. 14 M DIRECTOR OF PUBLIC WORKS. COUNTY OF BUTTE Y- n 1, CLARK A. NELSON, COUNTY CLERK OF Fill COUNTY OF UTTE, STATE OF CALI- FOA:CIA, DO NE REBY CERTIFY THAT ON THE 1Io-DAY OF 1970, 'F HE BUTTE COUNTY BOARD OF SUPERVISORS OFFICIALLY APPROVED THE SUBDIVISION MAP OF 'P ARADISE PINES UNIT N0. 3'THE RECEIPT OF SATISFACTORY SECUflI TV IN THE AUDITORS ESTIMATED AMOUNT OF2.lm'- TO !NSURS PAYMENT OF TAXES WHICH ANE A LIEN BUT NOT YET PAYABLE WAS ACKNOWLEDGED. THOSE PORTIONS OFJACK PINE. WAY COLUMO INE ROA C, TOREY PINE ROAD, TWIN P.INE ROAD, PIN ON ROAD SPAR WAY. IMPERI AI WAY, PINE HURST WAY, • ::: OAK LEAF COURT. STAR PINE COURT, AND SNCWBERRY CIRCLE AS WITHIN THE COLORED BORDER LINES ON SAID MAP AND OFFERED FOR O_SIlt T:FQ1•�r FOR >UB LIC USE WERE ACCEPTED ON BEHALF OF THE PUBLIC FOR CU N.±Y ROAD, PURPOSES. PARCEL 'B'AND 'C' OFFERED FOR DEDICATION WAS NOT AC PTSD. CLANK A. NELSON, COUNTY CLERK BY DEPUTY RECORDED 14 THE OFFICE OF THE RECORDER OF BUTTE COUNTY, STA.TE OF CALI- FORNIA. AT T2 REOUEST OF OROVILLEr. T TLE COMPANY AT _I MINUTES PAST A1.ZOAPS gTI PAG1i.%L�RECORD NGYNUMBR 1970. IN fi00K SOF 7/ Y2 LOUISE KLUENDER, BUTTE COUNTY HECORDF.R BY DEPUTY SUBDIVISION N0.1j�— PARADISE PINES UNIT N0. 3 PT Nr N. E. 1/4, SEC. 14 , T.23 N., R.3 E., M.D.M. BUTTE COUNTY , CALIFORNIA ' JUNE 1970 A HURRAY S MCCORMICK INC. CIVIL ENGINEERS LAND SURVEYORS 192 F ST, SACRAMENTO, CALIFORNIA SHEET 2 OF 5 SHEETS av'.9-oo •c s c S 9 96 -: ` .. � �. ?,� ' <'fd" � >s°0 � 'a, ;• • . --wo s9 ' 4'fa'aef. � :,., e e, o �$ vv ��� f f PTN. N.E. 1/4, SEC. 14 , T.23 N., R.3 E., M.D.M. BUTTE Do _�_-r''�F-r__ � p. '.�b f:+ �<O f ci a� s r�B.Kr / yp n� c�N pss 3� � i': +.L?•�t:Jis£ S!�!c%Ni3S UN/7' /1Kf 2 Y' � .. �I -_-_--_ _____ _____ Y. @� Y }h, I R y/� 9oja SCALE' I"= 100' JUNE 1970 I .'?•t'• i s•EE ,'.�,rer a'..tice�' :81 b& ° n� .oly` ::ici t $ Y p•w `a Z I 'yl MURRAY 9 MCCORMICK INC. CIVIL ENGINEERS LAND SURVEYORS SNFE _ ypQ•a _,n. A 19:2 F ST., SACRAMENTO, CALIFORNIA Ipa 'ley? 4 1p /io Ft�l 3e ir 3 dj4/oE. / /B9 t 7 I 1 f3 $ `t �4/ 4c +��D- f (6 J�;+ "'4• Al / Nss'.v:v- 0 , e° aoor1O1M :'._ .. ens>nn's av /. enxwewr n PGGO.oT] ..•f°vf7r ena< D<. MGf arc °� � Pa se ea• ie°/•-• /.. - �� � �:� ,tea.• & I / e��r '� I !?i "" $'•([A JA a r y 75 :8 • 4I�� °� rti� y 6 ° d1, ��.'.�s �� Z� ro rqc gc¢fs /oi..s// cr\�a I •~ 0$ 1 oss 6/ a 1 a t i - B2.7Po 'A4 .I r eaos 0 w/r mI '/a•fl j / !. R' 4 i WArEq ! 74 7 . y r w/f•/Pfa-F / RCEL 0.470 A. 8 C I - T4NK 5f7fi I~ ; I 62 � OR / r Q 4 >•fa °r.s� �$ 29 I 26 /r�aeu t T 77 V/C/N/TY AF,CP I� N Iy �3 ; O I v j; j !COMN/N 04/YE A✓ . 'FFTt� 2 > o p1.00,79 F; tl 0 SM S 4z 41, TYP/t'qL Ft qa GOT tgYOUT SHEET /NOEX \I l0 ♦ � Macs• ! & $ � . I BO I S 70 LEGEND:. N w CALCULATED POINT .............. ............... ........................A n s 02 i 8 OVERHANG EASEMENT........... .In N/I•%YD'F' I G.9 SIB liO \ = A�F-�-�` SET BACK LINE ......... ......... :........... ...........x—�..— PUBLIC UT IL'TY EAS EMENT •L .- +- tM1.,. G7 � per— g 4 B3 �� DRAINAGEEASEMENT ............... /07 �. P'Y ,77 ?// (' wivmy4 i - �I I ♦ SET CENTERLINE MONUMENT ........ ....................... .........® /52 r' / I �a0�y- :�� � ��� '. ```` Nei sA:K \ \ _ Q aB.•g`j2 I SET 2 x 3 IRON PIPE 7AGF.EO R.C.F.. 9033 ......................• ua �/O? l`___- Fsa i' 4;�0 Jn.v ��l f•1�� \\�^ 30 / is �o °°, B4 18w /O6 G/ I{` F Z 61, +Jwf' NiY f'/YflIt TO I..OT CORNERS NOT. INDICATED WITH THE ABOVE E.90LS 33 r_aP a_r s°eF _� ,uve-f-�.g �.Jy ` y�: k• � >f b �! ` �,b� \�- ,•qRb• nyF�YF 4a�! '> 1 TO BE MARKCD BY 3/A•IRON PIN lYITH TAG R.C.E. 90J3 ' $ •'�"'` / rte. ��' !�� 62 Pai � .4 .� �- ° � B? \' 4 i RECORD .............. ... .. N/I•//'o/'r �. ---_-_. __ v�"'w �•� °niv. �1 \ e 1111q.i/ •�Ojo> a ,ice ` FOUND MONUMENT AS SHOWN... ........ ..... GOC UMB/NE sss'fa•� I'"ia"�'� ,C\^ QijR \ $` M1;D+,11 f9 � ~o a7i� � � 4 AREA IN WHICH SEPTIC TANK50LEACH LINESARE PROHIBITED C_T i �. p' .•-yrs 4i ,jlryy i ` a •� �` o ti BASIS OF BEARING —[Aa —i°• Ai ��-'�gAI1 O9�.a3 . n, ,,,,�° # :�: °f:. _ ). °,� L ifr• N m' /fes '\ /. + :,>T ° /an p ° THE 'ACST LINE OF •SIERRA BEL ORO ESTATES 'UNIT NO. A . •' SH AS N. 00'a0'12'E ON THE MAP Fll•_'D IN THE OFFICE 6 .. i>•/. > -+'b tea. $` ^"� ab �' - �:A j p OF THE 9EC 49 DAN OF BUTTE tOl'NTY IN MAP BOOK 35 AT 'a !I I / I yil�I.' 1 99 •� �'�ve\ 4. ocg •p{ ���i /p, 4 •.Pi /n.•,,°< -AGES A8. 99 AND 50. . e o rrce I c� o-mnuyy, `I'^ `IiQfr / �.' :. rY 7 a6 'O`e:2�- �� • +° B7 .ar Hxca°. -`>:/"i y.�'\". µ•.y>o• , 9B b�' �� f1 �� f� I C °^F•wF'm c �uo:'c°a' • � � t' f f \y-'d� ' .���F � y, e ^•,rq; ti Y I I oc,A f aE R � :�A� r P � vAaa." •Y, i' '/ w-'�- I 97 Ic Cd •/ 'l "`'�' I SUBDIVISION .ra.•', Hacn•z/ JT°�7 s>. s. ay:tCi JS Igo.I J �"g �� c S 9 96 -: ` .. � �. ?,� ' <'fd" � >s°0 � 'a, ;• • . PARADISE PINES UNIT :,., �$ ,_. ..rte' a vv ��� f f PTN. N.E. 1/4, SEC. 14 , T.23 N., R.3 E., M.D.M. BUTTE Do _�_-r''�F-r__ � p. '.�b f:+ �<O f ci a� s r�B.Kr / COUNTY , CALIFORNIA � i': +.L?•�t:Jis£ S!�!c%Ni3S UN/7' /1Kf 2 CFi•or`a � -_ aF•.vao ] I � .. �I -_-_--_ _____ _____ Y. @� Y }h, I R y/� 9oja SCALE' I"= 100' JUNE 1970 I .'?•t'• i s•EE ,'.�,rer a'..tice�' :81 b& ° n� .oly` ::ici t $ Y p•w `a Z I 'yl MURRAY 9 MCCORMICK INC. CIVIL ENGINEERS LAND SURVEYORS SNFE _ ypQ•a _,n. A 19:2 F ST., SACRAMENTO, CALIFORNIA SHEET 5 OF 5 SHEETS Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/212003 SECTION INTRODUCTION GENERAL INSTALLATION PARTS LIST LONGITUDINAL DEVICES PIER HEIGHTS SET-UP INSTRUCTIONS FOOTER SIZES WIND ZONE I WIND ZONE II INDEX PAGE NUMBER 2 3 4&5 6 7 8 - SINGLE 9 - DOUBLE 10 - TRIPLE 11 - HIGH PIER 12 - SINGLE 13 - DOUBLE 14 - TRIPLE 15 V -DRIVE & PIER SYSTEMS 16 SOIL CLASSIFICATION 17 CONCRETE INSTALLATION 18 & 19 RELEASE DATE 9/2/03 9/2/03 9/2/03 9/2/03 9/2ro3 9/1/03 Iv BPI Thi Approval VANIIFACTURED 1101MEIM00" HOME FOUNDATION SYSTEM =AL79 AND SAFETY CODE. SECnON INS APPROVED WM M TO CORRECTIONS NOT® MINIMAL DOES NOT AUTHORIZE OR AMOVB AM OMISSIONS OR DEVIATION FROM REQUIREMENTS 01 APPLICABLE STATE LAWS AND REOULATKM Swe of C ufbnds in k1a .od Ce --oft Dvvdq W CODES AND sTANDAM PLaAppront exph= 19 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03�YlSlaV D_s'-Zv67 9/20 U I TE C 64P1LDING DI , APP O l 9/2/03 i/8 0 ..j 9/2/03 / 9/2/03MP�S 0-3 'A- 9 0-- D Co S - c-) - U -o-\\ COMPONENT PARTS AVAILABLE UPON REQUEST l 5 Q(Q TCKP14 p 1 "TIEOWN ENGINEERING • 5901 Wheaton Drive • Atlanta GA, 30336 CTIEII 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. 1 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. pi oEal 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. 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 U/9/`12/00Y3 Vector Dynamics Foundation Systems Longitudinal Component Parts List 4 eC1 namics Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34% 60" (includes short u -bolts, nuts, washers and 6 self taping screws) Page 5 California 9/2/03 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 IN Combine Vector Dynamics & LSD 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I I I I I I I I I I 1 I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Wind Zone I Triple Section Wind Zone I Tag Section I 48 Ft. Max. Page 6 California 9/2/03 50 in 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 I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights 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 Galifornia 9/2/03 Set -Up Instructions for Vector System #59018 A o f Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 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. California 9/2/03 C F 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 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. California 9/2/03 -0 rn r C') m 0 CJ WIND ZONE I, SEISMIC ZONE 4 \ ♦1 Vector Dynamics Systems Required for Single Section Homes (Materials Required) �e sedxOn h°me - 1e °j a 72 �t sXn9 Wotry- Note: L.S.D.= Longitudinal Stabilization Device See Page 5. ,Jit.ma - W9. C 34 max o `YP NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required 24+" Piers L.S.D. Required Per Side or 24" Pier 0 to 72' 3 2 3 2 4 2 73' to 90' 4 3 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) namics V 00 cc CD 0 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE I 28'-36' wide, i� 38" for 24' wide. C/ See Pg 12 for high pier instructions. ca C) 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anrhnrs Reauired*: None (*Marriaae wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' I, SEISMIC ZONE 4 2 41' to 66' 3 WIND ZONE 3 67' to 84' 4 0 Vector Dynamics Systems Required for 85' to 90' , _ - - ' " _ _ - ' " \ ♦ ♦ �\ Double Section Homesme I \ h° \ (Materials Required), , _ - - _ _ e , - i ♦ 1 \ `\ - , , , - seotion , .- ♦♦, \♦\`, \'\ doubt ; M 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 I 28'-36' wide, i� 38" for 24' wide. C/ See Pg 12 for high pier instructions. ca C) 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anrhnrs Reauired*: None (*Marriaae 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' 5 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. WIND ZONE I, SEISMIC ZONE 4 - _ -' S 1 homeems I ' Vector Dynamics Systems Required for _ _ - ' " - _ - ' ' t mU\k% Seo veAlc°tO` sY Triple Section Homes _ _ _ _ _1e of a n0 spa°`n9 XarnP olds ge " " s (Materials Required) Eati�on sh Zf a i ector_..� b i�amlcs cn NOTE: cn When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that n w 0 1 L� co N 0 W 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. 2 sq. ft. pad- 2 sq: ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None (*Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49' to 71' 3+ 2 on Tag 0 2 1 72'to84' 4+2 on Tag 0 2 2 85' to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) -10 w Q= CD N n 2 K 0 M) " — A ♦ — — — — — — — — .I WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for Double Section Homes (High Pier Sets with Diagonal Ties) _ _ _ - ' " " " " \10 Me ector- -� �1.`� �i nanvcs doub\e Sec ` - " " - - `, 1 ` ♦ ` r=---- - �e 1 ' ♦ r — � � y t� ;yam , „.c ��^� � �:.. � ♦ I 1 t yt �_,;fi,. 9 1 ♦ ` T.. Ye � ;; n s�}' �� � �Cei,..zt �.T. � ' ♦ ` � 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. Height Unit Width See Page 7 45' Min. Na OI -Beam W Spacing 1 �2 sq. ft. padr Home Length Vector Systems Required Anchors Required Per Side L.S.D 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 14x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE 11, SEISMIC ZONE 4 (Hurricane) = Vector Dynamics Systems Required for Single Section Homes (High Pier Sets with Diagonal Ties) sept\o io 5 e n,a\ 9uidel�nes' - - , ; _ _ - -' - - - - ' `e o{ a e�? `t sP a geor S awat�o� R`a '� m to Exampo bo shoWS g us be- " 111 tr at% a acing asds n sP - nP t� CD w ,J QD,,, WIND ZONE II (not to scale) 24" Se 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity Anchors Required*: 2,3, 4A & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 max. p - NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) �1 Vi narnics ��. CO CD A n w r WIND ZONE 11, SEISMIC ZONE 4 - home s • � • \ine5.l ` - a` Vector Dynamics Systems Required for - _ - - " "`e Se�tio� or Double Section Homes , , - �2 �t do b\e lot \ie a \a<,,On ma"_ \e �� a e era\ spabo % " _ _ ♦ `;♦ EXamp shows g t be to h_ _ 1 1 ` ♦ `� �1\\ustfa \o sPac\n9 m _ _ - " _ - " _ ^ ♦ ` ` Pad ,-_"" __ "'" '` � ♦` ` f I ♦ _ ♦ I - ♦ I y ` 1 NOTE: Vector Systems should be spaced as symmetrically as possible along the length t 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 4,00( the K2 Engineering test report. bon bearing uapacny Anchors Required": I,uuu rar nunnnum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems LSD Required 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: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) -- I -- - - - - - -- WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for e - co cc .co cr, W ro z N o A w B Triple Section Homes (Materials Required) ector narnics NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements Soil Classifications: Soil Bearing Capacity: Anchors Required": 2, 3, 4A, & 4B _ 'r 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2 on Tag 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72'to84' 4+3 on Tag 7 3 2 85' to 90' 5+ 3 on Tag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 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 System for rocky soil conditions V -Drive anchors are used on/v in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 16 California`,! '' 4EzC/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 lb -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. - = " ' 20x20 = 400 sq. in. - - or 16x18 = 288 sq. in. = : = _ or 17x25=425 sq. in. EQUALS - = EQUALS 2 -Vector Pads # 59275 - 1 -Vector Pad .# 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional Engineer familiar with site conditons � Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (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 pad for concrete Concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside be bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards or PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer Ocu 9/2/03 1� NOTES RESIDENTIAL PERMIT NO. ' 065-420-021 �BASBESS, JAMES 05-2193 Vont: TOREY PINE RD, MAGALIA OWNER GARAGE (DET) 4 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Z5 C -3 A JOB FINALED (Date) Signature'Y��S� t kd J=OK 0 = Not OK . = NtReady ble 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) S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / r Nat. or/ /" L "ftJ P LPG 7. Well Clearance S Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test - 7.- Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 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 S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors BrFrm .; Sills-Anchors-Studs-Rftrs-Trusses iditiq; Nailinq-Veneer-Stucco-Mesh Wall Panels Date Col Si, Card B-1 Date 11-1,T-057 Card B-1 Date (- ( 6-CS7- CardB-1V1,Lb5 , Date Card B-1 Date, POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness `Dead Men -Lining '4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=ox 0 = Not OK = NdApprcaWe = Not Ready RESIDENTIAL (Single & Duplex) Date UNPERFLOOR (Plans) OK except #'s • Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3_ Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Sols -Steel-/. /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors T. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall=Frtting-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 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. Siie Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect ` 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. AC. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Ging. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. Windows or Exiting Doors -Sill HL & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Cana 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. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following hAdJDrive 0 Yes O No/Walks 0 Yes 0 No/Planters 0 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: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 26 -Sep -2005 2005-0058203 Has not been compared with original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JAMES & TERRIE ANN BUSBEE REAL PROPERTY OWNERILESSOR 3949 CIRCLE J. RD MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 15069 TOREY PINE RD INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-2069 (530) 538-7541 BUILDING PEI N0. TELEPHONE NUMBER l"i)-III�� Q SIGNATURE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO FLEETWOOD HOMES 2004 4563B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFINUMBER CAFL417A/B28001-WA13 56'4" X 26'8" PFS0880657/8 SERIAL NUMBERS) LENGTH X WIDTH TNSIGNWLABEL NUMBER(S) UAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 065-420-021 I-lf D FORM 433(A) REV. 8/91 N ivv ice. vv a'1La - D1Lf�L.LL 111Lt'i ipjVUaf EXHIBIT A Order No. 00223086-003 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF 6UTTE, DESCRIBED AS FOLLOWS: LOT 55 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS. BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT AL1, MINING SHALL BE CARRIED ON FROiNl TUNNELS, SHAFTS OR DRIFT'S HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORA'T'ION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4,1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. AP NO. 065-420-021 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JAMES & TERRIE ANN BUSBEE 7 COUNTY CENTER DRIVE REAL PROPERTY OWNEWLESSOR OROVILLE BUTTE CA 3949 CIRCLE J. RD CITY COUNTY STATE ZIP MAILING ADDRESS BUILDING PERMIT TELEPHONE NUMBER X23 /05 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 15069 TOREY PINE RD NONE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-2069 (530)538-7541 BUILDING PERMIT TELEPHONE NUMBER X23 /05 ,,nN,O. u q SIGNATURE AGENCY DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO FLEETWOOD HOMES 2004 4563B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL417A/B28001-WA13 564" x 268" PFS0880657/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBERS) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 065-420-021 HCD FORM 433(A) REV. 8/91 WHITE- County Recorder CANARY - HCD PINK - Applicant GOLDENROD. Building Dept. 1 i vv i� vv a'nn / B DIV 11l.LL IIILB EXHIBIT A wj VUj Order No. 00223086-003 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE, OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 55 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3"1 WHICH MAP WAS FILED 1N THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON ,LUNE 17, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROIN1 TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4,1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385, AP NO. 065-420-021 -FOU �NDrA0ff,� N SYSTEM( CERTCATE OF OCCUPANCY BUILDING PERMITS NUMBER: 05-2069 Address or location of unit: 15069 TOREY PINE RD OROVILLE, CA 95965 Legal Description of Real Property: 065-420-021 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: JAMES & TERRIE ANN BUSBEE Owner's address: 3949 CIRCLE J. RD, OROVILLE CA 95965 INSIGNIA OR HUD NUMBER: PFS0880657/8 SERIAL NUMBER OR V.I.N.: CAFL417A/B28001-WA13 MANUFACTURER'S NAME: FLEETWOOD HOMES YEAR: 2004 OFFICIAL APPROVING INSTALLATION: A im-A 7 DATE: 9/23/05 PHONE: (530) 538-7541 H.C.D. 513C ✓+✓.i--- 111,..'. ItECt)ItUh\C RF.QUFSTF.D Bl' Bidhvell Title & Escrow Cornpuny AvD WIIF:,'- kFCORDED MAIL. TO `umv Jumey Rushee 3949 Circle J Road Butte Valley; CA 95965 w�. Var iar, LO002 2005-0039239 Recorded I EC FEE 111A Official Records I TAX 83.E Count of i CIM J�e M6RI1 m 1 County Clerk-Recorderl I 'I JC 89:0I11 87 -Jul -M 1 page 1 of 2 onderw. 00223086-003 SPA(: F: ,UIUVE THIS LINF FOR RECORDFICS (JSF_ I)IMCIAn• 065-420-021 GRANT DEED THIN FORM FURN18H131) in, ItIDwr-LLTITLC- & L•tiCrtOW COMPANY E 'I'hc LfndLnignul Grrmor(s) Dcclum(s) Documentary Transfer 11m is $83 .60 O Cilyrfown of 13 computed on full vulue of interest or properly conveyed. or ❑ Unincorporated Arca O full value less \mlue of fiats or encumbrances renmining ut the time ofsale ❑ Monument Fee of S I O.00 17OR A VALUABLE CONSIDERATION, receipt of -which is hereby acicnowledgal, Bud Lewis and Lorraine Lewis, Husband and Wife as Joiht Tenants herby GRANT(sl to James Busbee and Terrie Ann Busbee, Husband and Wife as Joint Tenants the follu%ving real property In the ❑ City of County of Butte. State of Colifomia: 0 Unincorporated Arra SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF L"i'Bud ewia L rraine Lew1 Document Datc: June 29, 2005 Statc of Califomia County Or BUTT SS. On �� before me, the undersigned, a Notary Public in and for said County and S13tr, personally appeared Bud Lewis and Lorraine Lewis*** Pcrsonully known to me (or proved to me on the hasis of salisfaclory evidence) to be the person(s) whose narnc(s) is/are subscribed lu the within instrument and acknowledged to me that he/she/they executed the some in his/her/their authorized eapacity(ies), and that by histhcNtheir signature(s) on the instrument the pemn(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. SiSnJIUM FOR NOTARY SEAL OR S'C'AMP IEANNE MARIE SUT ER COMM, # 1540810 NWARY PtmUC.CMg,0Itt84 COUNW of BUTTE '-"L Ekpl.a /aa. 2, 2009 FROM EXECUTIVE HOMES (MON)SEP 2.6 2005 11 AO/S1. 11 3q/ n..6.8.0.0798104 P ? j STAT€ OF CALIFORNIA i NUMO .+USINESS, TRANSPORTATION AND MOUSING AGENCY 'AATMENT 01' HOUSING AND COMMUNITY DEVELOPMENT n /' !` !`� t X cmf SIONPF•COOES'AND STANSIARO$ S 7 2 f_ (_ MANUFACTURED MOUSING PROGRAM 'PURER. CERTIFICATE -OF ORIGIN .. ❑ CMECK•IF .7141979 A M 101 If :�K LarfL ►nee nei ru.r.:.nw ..w ' MANUFACTURFDNOMEOR'MULTI-UNIT NUFAGTrtpcn►+Artcnur X SFO (SINGLE FAMILY DWELLING) ❑ MUMM (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 TRANSPORTABLE SECTIONS COMMERCE CL OACH: OCCUPANCY GROUP _ MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OP CALIFORNIA, INC. 9534 M9WFW.TUP S&VE' SUGGESTED RETAIL PRICE: PO BOX. 3;308 �� :. WOOi$LAND CA 95776 �{+ $ C State(ZIP) MANUFACTURER TRADE NAME: UVOCL NAME AND/OR HUMBER: DATE OF MANUFACTURE - WATERFORD " 45638 2005 11/13/2004„ R_OH,IRANSf Qj�{ERSZi1Q�RAN$FERRED TO): CAIIF. DEALER NUMBER OR 1 a i AAff�![ So®Hadi BCa� talc DATE OF TRANSFER: TRANSFEREE DESIGNATION: DHAt EXECUTIVE HONES 92081 :::12118/2004 DEALER OR TRANSFEREE ADDRESS: 3042 ESPLANADE CEICO CA 95973 51rgg( G51646 Z' INVENTORY CREDITOR NAME: cc CDP I GELATE F O BOK 94900 PALATINK IL 60094 Sueet CI is to) (Zip) SECTION MANUFACTURER SERIAL NUMBER 114) MCO INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT (INCHES) INCHES (POUNDS) 1 CAPt,417A20001-WA13 PF80880657 676 160 28,600 2 CAFL417B28001-WA13 P780680656 676" 160 23,300 TIMER TT TRUCK TRANSPORT, ImC. TR'Tgr YEIZA"yWRIAL PARKWAY P.O. box 569 MCODNOUGH GA 30253 $taw+ (C' Stats Ii DESTINATION FOR'UNIT DESCRIBED ABOVE: NAME 3uee1 (CRY) State I 1 S-tay under penalty III pefitay under Ne leers at iM Stets d CelAema that the etyeee face ere In, am owlect. 11/13/2004 WOODLAND POLO CA Eaecute4 on • IN (Delo) .. tCey) (Cowry) (Stele) SIGNATURE OF AUTHORIZED AOENT. i- '' '�t %�, t_.•c.-•� �-- �. pl6Tit1elVTiON: ORIGINAL (YtNK) FORWARD TO TME INVENTORY CREDITOR• UNLESS THERE 1S NONE. THEN FORWARD TO THE PUACNASER JOWER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO *DEPARTMENT AT P.O. BOX 1924, SACRAMENTO. CA 9Sa12.1928. WITHIN FIVE (S) OAYB Of RELEASE COPY; (YELLOWI OELNER TO THE TRANSPORTTR TO ACCOMPAIFC;TTIE UNIT TO ITS DE6TINATION. COPY y WOL09NN00) 1*0 BE NE IAtnEO BY THE MANUFACTURER. ' NCD 463.0 - Side / - /7/97 NOTES RESIDENTIAL PERMIT NO. 065-420-021 , 05-2069 BUSBEE, JAMES TOREY PINE RDN, MAGALIA } Cont: EXECUTIVE HOMES �M/H'PERM'FND"(NEW) t' SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER _ OFFICE COPY Address t GAS ' Meter By �/'^�� Date 9 ELECTRIC ,t Meterter By By Date t I • I y JOB FINALED (Date) /ws­ W �f � • Signature / ~!�� 3 tiQ t S SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER _ OFFICE COPY Address t GAS ' Meter By �/'^�� Date 9 ELECTRIC ,t Meterter By By Date t I • I y JOB FINALED (Date) /ws­ W �f � • Signature / ~!�� 3 tiQ = OK aNot OK ► = Not Rya6le MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except fi'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. 'city; location-Clearances-Gmd-/ /Amp -Concrete Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ftl P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date CA far Card B-1 Date Card B-1 Date Card B-1 U Date Card B-1 Date MOBJrE HOME INSTALLATION (Plans) OK except Vs 7voning Requirements -Setbacks -Easements footings; Size -Spacing -Marriage Line Q/G ; MH Test -Demand -Valve -Connector ricity; MH Test -Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector Wa er, MH Test-Regulator-Connectot 7. ter and Sewer Connected -C/O to Grade -HD Approval as and Electricity Tagged jA-Uowns-Type-Installation Cert. TT Exits; Insp.-Sketch 11. Cert. of Occupancy Date g,ri `ifS Card B-1 (,,tq -Date Card B-1_tj��j Date jltp>/�r- Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors T. 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 Cana B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except fPs 1. Setbacks -Easements 2. Soils; Compaction -Stricture Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Appficable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Frtting-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 Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 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 -Meth. Equip. 34. Clothes Closet tight -Shower Light -Spa Light 35. Smoke Detector 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. Duds Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - 83. Following InstldJDrive 0 Yes O No/Walks 0 Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fre Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52069 R r Rnildino Permit 01-16-04 oq 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/22/2005 APN: 065-420-021-000 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. -1 Site Address: 15069 TOREY PINE RD ORO License ClassLicense Number: Map Index: = -� Date: � 6bntractor: S MH PERM FND(1492) OWNER -BUILDER DECLARATIONDescription: =requires I hereby affirm under penalty of perjury that I amContractors' State License Law for the following reaBUSBEE, Business and Professions Code: Any city or county Owner: JAMES & TERRIE ANN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such. permit to file a signed statement that he or she is licensed pursuant to the provisions of 3949 CIRCLE J. RD the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE CA 7000) of Division 3 of the Business and Professions Code) or that he or 95965 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the (530) 899-1994 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their ; sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: EXECUTIVE HOMES owner of property who builds or improves thereon, and who does CATHY LEVERONI such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 3042 ESPLANADE sale. If however, the building or improvements are sold within one CHICO, CA 95973 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of (530)891-6992 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: EXECUTIVE HOMES and who contracts for'such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 3042 ESPLANADE ❑ I am Exempt under Article 3 of.the Business and Professions Code CHICO, CA 95973 (530)891-6992 Date: owner: License #: 640583 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to'self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 0M Carrier: PI Total Square Ft: 1492 S.F. � �a Policy#: �� Valuation: $96,980.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' VI compensation provisions of Section 3700 of the Labor Code, I shall forthwit mply with those provisions. Date: Applicant: WARNING: Failure to s workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is he y issued ufi de e a licable p ovisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions do work i icat above or whit been paid. �2-2 performance of the work for which this permit is issued (Sec 3097 Civ.) BY:Date: Name: / ��� 2 <, PERMIT XPIRES ON: Address: � (Date) 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance o ficial fo m or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos \ . Print Name:(' l� l UJi✓ Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor R r Rnildino Permit 01-16-04 oq 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name First Name7:5�Aw\* S Address—S4, `1 L� C L �• D City%wn E State C Zip�S Phone $c\ c _ 1 a1 1 Fax E-mail CONTRACTOR` 1 Name EX -40— 1A S Address 3 oy2 'E 5 R LVAy-,Aflf_ City � State G,A Zip e3Sg—L3 Phone_ j6 A^,L Fax g —t -)S3 E-mail Lic. # S$3 Clas`sy,, APPLICANT NAME ARCHITECT/ENGINEER Name City w Address Zip gs'n 3 City IMate Zip Phone Fax E-mail State License Number APPLICANT NAME Name GX E c—K-Tiy e5 Address -3 o Z S'P int City w State FA Zip gs'n 3 Phone $c,� 1, 6 c�9 '%_ Fax $ c 1 E-mail Lv✓ QY'\ I OC r=j Lvf3flL.ne APPLICANT SIGNATURE X For office use only: In o21 Zoning City M A(S-A L Flood Zone SRA es No Occ. Type Const. L/'1/ v Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP BIN # LOCATION In o21 ropert Address a ?- z fl. City M A(S-A L Cross Street , WORKER'S COMPENSATION Policy Number N 3110 `� b -3-o2 Carrier 1 C. If hiring anyone other than lice se contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: �fcvJ � -P.�. H F � G�-u►.� E� Nva � Sq. Footage i'A 017- 0 Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 40r: Received b� Amount: L G Bldg Receipt # JI' o -lit Sheriff 0 /0 73 �5 SMIP Other Date: Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a Y: permit. -INCOMPLETE SUBMITTALS WILL°NOT:BEACCEPTED.-.ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 o� 4 sets, signed! by the, 13 of the plans.. No graph paper! , El 2. Complete plans, 3 or 4 sets, signed.by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets,�with wet 'signature on plans AND 2 sets of stamped and signed calculations, ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Eneigy.compliance design andaupporting documentation in duplicate..(Note: Not required for additions to mobile or'modular,homes.) ." R ,5. Statement .of Intent for Non heated and A/C..for'Non-Residential'Buildings.a --, r_16. Manufactured homesr(A) Data sheets,and installation.inst; (B). Marriage line info, (C) Floor Plan, (D)-Tie:down i • or fnd plans, all in duplicate., r ;. ~T, _ ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor,&._ plans in triplicate. All of these must be stamped and wet -signed by the en q neer. iy ❑ 8. -Flood Elevation Cerfificate; wet-stamped_and signed, in duplicate (if required). El 9. Site plan and business license approval from the City of Biggs.- ❑ r 10. `Loner of intent-for,non-residential:buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). = �== ❑ 12. Hazardous Material Form (for Commercial Buildings only), ❑ 13. Sanitation and site plan approval from the Environmental Health Department. ` r Remaining items needed to issue the permit. Additional items maybe required after Plan Check and Planning, review (May require additib6al plan'review upon receipt of the following items:),. ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3.-.t California,Depar_tment of. Forestry,plan approval (if required). ❑ 4:.. NPDES Form. ❑" `_ 5..: Encroachment Permit for. driveway, from 4he Public Works Dept. (construction approval.prior to occupancy).. 116. Contractor's license,information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation. Carrier and;Policy Number. ❑ 8. Owner -Builder -Verification (if required). - ❑ 9. Letter of Signature authorization (if required). _ ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. .. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). • - f If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541: r f EXPIRATION OF APPLICATION - Applications for which a permit has not been issued will expire one�year afteCdate of application.' In order to. -'renew !,action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only .be made upon written request by the person who paid the fee. The request must be made within two, years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds, can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. " OVER FOR BUILDING PERMIT APPLICATION rk K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 r � �'z-C.. .. yi_,*-►.�. ..� ,y....`;r'.�..--n. . a«.r:;� �'+n ""+..1.. ��}y,�u�ynl�,;... i;.�..�..;.-.,,,riy.r i��+^.w.-+"""-ti �^v=- t*"~"e",� �... rx,,• r... .: i". � � .. R./v/D ,_.► ;_ .. r. /��r/A , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOW, 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:�&_wlb) 469, ( )/.,. --- ASSESSOR PARCEL NUMBER Proposed Building Use: L- (' Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in'order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent fog non-residential' builditigs ❑ 12. Hazardous Material Form V�- 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) fi 0 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico Mfoville, as applicable n&-0-5 ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required.....11�0 trL Ctt 2t 5 T e:�� c�-3- •0.5' 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestry Ian approval E3-oid. Sent by: f QS 24. Planning approval for (A) Use: T(B)Parking: (C) Parcel Check: .4 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form.......................................................................... .:.............. n 27. Encroachment Permit for driveway from the Public Works Dept. jr�.�. lav 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 031. Letter of Signature authorization.................................................................... 13_. . 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction .............. ............................. ❑ 35. gpL-egal description, EDM.H. Title, title search, registration 0 CO. • • •.................... ❑ 36. Other: ❑ 37. Other: f When issued Telephone ���2 2 � Pcn-�� : and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ' Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required a signer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: R rt; -i fUr, 5esigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Dale: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTEC�' .v DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER ('I ����(� . �t;II �� A.P. PROPROSED BUILDING USE _% �. y/J� �—`7 DATE l RECEIPT N DATE REC. 1. BUILDING PERMIT FEES // -- Balance Due ..................... $� q. �(-5,5-Z5-G Z2 -b --- FEMA Flood elevation review ... $ _IV--- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES4 �2�� 1/0S g (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. ....71zA /� ' 4. RECREATION DISTRICT FEES i (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ J 6. %— SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) >`Y /�/'% F-3- 3-7. 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP �,� t/3�rZS7G 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duringAhe plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARKDISTRICT (FRRPD) ❑ CHINO AREA RECREATION AND PARK DISTRICT (CARD) ARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s) � h= Project Location /Address Subdivision Name _jZNew Development Alteration/Addition(s) Mobile home Demo Permit (date i Comments: Building Permit Number ns --,!21)6 q Assessable ScyFtge 1 �/q2 Type of Residential Development (check one) Single Family -Detached ' Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department ❑ FRRPD ❑ CARD )<^PRPD ❑ DRPD certifies that: pec �R 99 2 - Applicant Name Phone Number 30'( 2. E5 1-,-oc-� OIL,CC.� 9s9 �3 Mailing Address I City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: I q q2. Remarks: Dwelling Units @ $ Square Feet @ $ `-1 `P Paid by Check No. Paid Cash: by per unit for a total of $ per sq foot fora total of $ 5� • Y �-. Receipt No: <-77 2-Y Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • (One form per Building) School District Building Department No. A.P. Number Jurisdiction: city County Property Owner Property Location/Address Subdivision Residential Development -= EZ' No of Living Mobile Home Units Installation I Commercial/industrial Lot No. v .................. ..... .... ....... ......................... ................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation Inspection) ....................................................................... 1 ....................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date Identification No. (Street School District certifies that (City) has complied with the requirements of Resolution No. representing /7,72 --square feet. School District Representative Paid by Check # 4564� Remarks: (State) (ApplicAi) 2 - (Phone Number) (Zip Code) by payment of $ JAB 2926 $ PFULL MMGATION $ Date No*@: You may W~ the Imposition of the fees kientifled above by submitting a Written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the data fen are OW. Failure to submit a timet' written protest will'prohibit you'from challenging the Imposition of the fen In any court action. ff, subsequent to the School DWWd Rsprsssntativs signing this Butte County Schools Impact Fee Certification Form, the school District Is rrottllsd by the applicable Local Planning Agency that this project Is being r&vW*od under the Calltomis Envimnmental Quality Act (CEQ4 this project may be subject to additional school fan to fitly mitMate. its Impact on the school distrIcIls schools. i.White (applicant), Yellow (building department), Pink (school district.) feeform.)ds 410/03)dm.m IN AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 rM r! ►a►� ,�rj Recorded 1 Official Records I County of I butte I W ACE J. GRUBBS I County Clerk-Recorderl I 09:43AM 05 -Aug -2005 1 REC FEE 7.00 CONFORMED COPY 1.00 BW Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDAM1111' 11111 II (I' 11111 111111 FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, I and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as following: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 55 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3" WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 1970. IN BOOK OF MAPS, AT PAGE(S) 78, 79, 80, 81, AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. Date 05"'l— "�— 0 -.5— State State of California County of Butte On SODS before me, OWNERS: Busbee personally appeared — c%9a r�L /.�� � personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. JANET CLARK Signature Seal:COMM. # 1473379 D �' NOTARY PUBLIC -CALIFORNIA `7 t7V�r- 6G/t-44i COUNTY OF BUTTE A.P. #06 - 0-021 Comm. Expires March 27, 2008 Butte CountyDepartment of -Develop 7ici2t Services O$Vs0 p 7 County Center Drive C.:i-'`' C Oroville, CA 95965 °O:-er 0 0 (530) 538-7601 Telephone ,l oUNt (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I need to submit applications for septic andlor well to Butte County Environmental Health immediately. o I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: j 40 ,:9 ;2 - Applicant Name: APN: Building site address: /Dr'Pi �16 Permit No.: d5: &q /i`'.L9z7 JGi Fd - I have read, understood and accept the terms and conditions as expressed herein as indicated by my submiss' n of the above -referenced building permit application and my signature below: SIGNAT RE OF APPLICANT DATE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052193. B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/22/2005 APN: 065-420-021-000 the Business and Professions Code, and my license is in full force and effect. Site Address: J 5oto� �GYGi.� License Class : License Number: Date: Contractor: Map Index: ,/VIG1G L;cL Description: DET GARAGE (480) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BUSBEE JAMES AND TERRIE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for• such permit to file a 3949 CIRCLE J WAY signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA 95965 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 959652 she is exempt therefrom and the basis for the alleged exemption. Any 530-899-1994 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Gh. I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: BUSBEE, JAMES AND TERRIE Code: The Contractors' State License Law does not apply to an 3949 CIRCLE J WAY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA 95965 provided that such improvements are not intended or offered for 959652 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-899-1994 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractors' State License Law.). ❑ lam Exempt underrAArti a of the Business ro ssion ode Date:�Qwner. License #: WORKERS' COfiIPEfNSATION DECLARATION I hereby affirm under penalt perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 480 S.F. Policy#: Valuation: $11,520.00 Census Code: 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: ' % f1 �6 4 Applicant: WARNING: Failure to secureworkers't compensation coverage is unlawful, and shall subject an employer to criminal penalties and one ��� �� hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor���� code, interest, and attorney's fees. % VII L.rL CONSTRUCTION LENDING AGENCY This permit is hereb issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions do rk indicated above for which fees have been paid. (35 Name: BY Date: Address: PERMIT EXPIRE ON• Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance a&any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the abovementionedproperty for inspection purp Print Name: � CL e!2::;2,O. C, a,/..— Signature: Date: -2 mo ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 z% q — q0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT. SERVICES BUILDING PERMIT APPLICATION AND'SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY"* OWNER Last Ame First Name Address CitState Phone - C Fax E-mail APPLICANT NAME Name i f, City Fax APPLICANT SIGNA N office use only: . CONTRACTOR T Name I SRA Address No Occ. City State , ' o�`N Oy Phone Fax �a3 o E-mail ARC,/ -'' Name / a Address City \ �Oaf / Zip Phone c� \ 'Fax �� E-mail State License Number APPLICANT NAME Name i f, City Fax APPLICANT SIGNA N office use only: . Zoning T Flood Zone I SRA Policy Number No Occ. Type Const. Subdivision Name Map Book Page Tot # Planner Date Approved: T PERMIT BIN 14 LOCATION AP# Property Address City Cross et WORKER'S' CO MPENSA TION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS It K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION N Applications for which a permit has not been issued will -expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable.; ---; : 11 _ „ I AQ Rec 'ved by: Amount: Bldg SRA Receipt #: Sheriff kD SMIP { Other Date: I VON-. Total REV 2-24-05 R SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora t. INCOMPLETE-SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK." \per 1:. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! 2. Complete plans, 3 or 4 sets, signed by the of the plans(No graph paper!) OR �{,-. °►.. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed 4 , calculations 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5.. Statement of Intent for Non-heated,and,A/C for Non-Residential Buildings:.- •: �:-.. t:; . ; „- ❑ 6. Manufactured homes: (A)'installatio`n inst, (B) Marriage line info, (C) Floor Plan,'(D) Tie down orfnd plans; all in ,duplicate. O 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor` plans in triplicate. All of these must be stamped and wet-signed by the engineer: ❑ 8. Flood Elevation Certificate, wet-stamped,and'signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs, ❑ 10. Letter of intent for non-residential buildings.' ❑ 11. - Detached Accessory Building Form filled out.by the owner (if required). + ❑ 12. ' Hazardous Material Form' ffor Commercial 'Buildings only). ,, Remainingitems needed to'issue the permit: Additional'items may be required after Plan Check and Planning, =,T . review (May require additional plan review upon receipt of the following items.) . ❑ 1: Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan' approval (if required). ,. ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from:the Public Works Dept. (construction approval prior to occupancy). �`rr ❑ 6. Contractor's license information. (Number, Name Style,. Classification): ❑ 7. Worker's Compensation Carrier.and Policy Number. ❑ 8. Owner-Builder Verification (if requi'red):,•:; •uired`�' ❑ 9. Letter of Signature authorization;_ if;re ' ❑ ' 10. Recorded copy of Agricultural A`cknowledgment,Statement: El 11.- El Grant Deed,`❑ M.H. Title/Statement of Facts. - ❑ 12. Sanitation and site plan approval from lie Environmental Health Department. If you have questions or would like.additional information regarding this-process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION -` Applications for which a permit has not been issued will expire one year after date of. application. In order to renew. action.., ; on an application after expiration, a new application, plans and fees will be required. `' a REQUEST FOR FEE REFUNDS ,. sTM : N Refunds can only be made upon written request'by the person who paid the fee. The request. must be made within two- , years from the date of fee payment on permits .not issued, and two years from the date, of permit issuance for- permits issued; however, on issued permits refunds can only be made if no construction work has been done. : Filing fees jIan check fees for work plan checked and other department costs are not refundable. gnu. " OVER FOR BUILDING PERMIT APPLICATION K:\FORMS\BUILDING F0RMS\131dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 e . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ��1� ASSESSOR PARCEL NUMBER Building Proposed p g Use: �Q/1 Y "� Permit Technician: Date: Items required in order to apply for a permit. All box sUST be checked OR marked NA in order to ply. 1. Site plans, 3 or 4 sets, signed b�-the prepa�er oMhe plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. VF 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ / 14. Other Re wining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable06-7p ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 191 Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet....' .......................... ❑ 1. City of Chico Plumbing permit........................................................................ ❑ Site plan and business license approval from the City of Biggs ......................... I�r 2 California Department of Forestry plan approval ❑ paid. Sent by: 24. Planning approval for (A) Use: QLgl_(B)Parking: (C) Parcel Check............0 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ' 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier rid Policy Number .......................................... J5 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed of the above items andfequirements for obtaining a building permit. Applicant: Z ------7/� Date: C v S- 1. Index permit application for the above items numbered: - / k ,'? J Plan Check Letter 2. Additional(iems required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Structural reviewed by: Dat -syuctural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROPROSED BUILDING USE !� 1. BUILDING PERMIT FEES( -� --- Balance Due ..................... --- FEMA Flood elevation review. --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ A.P. # DATE ':� ' b RECEIPT # DATE C. NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 487. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) . SMiP . DRAINAGE FEE 10. OTHER 11. OTHER At time of permit app ation, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dthe plan checking process. f APPLICANT DATE '— �dI-_ Pursuant to ?? ve ment Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 daykffow&e date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) SEP 2 0 2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE P T CLEARLY** Fk office use only: . CONTRACTOR Name Flood Zone Address L' L �- City No State Zip Phone Book Fax E-mail Planner Lic. # Class Fk office use only: . ARCHITECT/ENGINEER Name Flood Zone Address L' L �- City No ate Zip Phone Book Fax E-mail Planner State License Number Fk office use only: . APPLICANT NAME Name Flood Zone Cross 'et- tWORKER'S L' L �- Address No Occ. Type Const. City. Book St5t Zi P one Planner Fax E-mail APPLICANT SIGNAT"E Fk office use only: . Zonin Property Address Flood Zone Cross 'et- tWORKER'S SRA Policy Number No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERA41T C5 ( �--3 BIN # LOCATION > AP# - U �- Q Property Address City Cross 'et- tWORKER'S WORKER'SCOMPENSATION Policy Number Carrier Flfohiring anyone other than license contractors, a certificate of worker's mpensation must be shown at the time of permit issuance. LENDING AGENCY Name 4 Address RON Description or Scope of Work: �.. Q -k Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued. will expire one year after the date of application. In order to renw action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMtN 15 k•�Fnrznnc\RI m nimr, FORMS\BIdaADDISubRcimts.doc Page 1 of 2 Rec 'ved by: Amount: Bldg Ci•• SRA Receipt � Sheriff SMTP ' � � ��� Other Date: C� DD' V. Total REV 2-24-05 CDF FIRE SAFE REQUIREMENTS AP# 065-020-021 PERMIT # 05-2193 NAME: Busbee Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Drivewav Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 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 radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 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. Gates N 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C D F T Setback for Structure Defensible Space [X] 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 provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 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. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback 13 Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 9/20/2005 Date Darren Read Signature C D F E N T CDF FIRE SAFE REQUIREMENTS AP# 065-420-021 PERMIT # 05-2193 NAME: Busbee Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. IC F [X] 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 T feet radius. K [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the I center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall. provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. pq 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. Gates pq 1'. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way .road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Q U I R E M E N T S Setback for Structure Defensible Space [X] 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 provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 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. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 9/20/2005 Darren Read Date Signature C D F 0 _y3 _�:,., ,0� Department of Public Works d � '' ° C o u n t y. a I ' .moi ° LAND ND DEVELOPMENT DIVISION ;'t —�. ® ). Michael Crum, storm Water Management Program 7 County Center Drive C1�'1 / Oroville. CA 95965 p U 5 (530) 538-7266 AUC W�F� (FAX) 538-7171 National P®llutant Discharge Elimination System (NPDES) Phase li Construction Storm Water Permit and Storm Water Pollution Prevention. Plan (sWPPP) Acknowledgement BLESS THAN 1 ACRE Project Description: O Project Location andlor Parcel Number: By signing below, L the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board.' Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a. Construction Storm Water Permit from the State of California Regional Water Quality Control Board.• I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project.' that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. ` Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is,received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES[?(] NO( ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAN ADD PHO114z: UUN I KAU IUK'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: , CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME . ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: �'7Li/ A-_, ) NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. > This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Departmen't.of Development Services ADMINISTRATION `BUILDING `GIS «PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile �, �."' viii F.; �J'"'''Nl��t•:�.���e�`.-�.ii ��;%�L.ea�'_'.'�'ri^�Y�vh:.G�t"��r'.:J %:t'.L ni ir•P'•'Sir F � '�1 \ ���- l«Y i f. i,st t Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being perforined•by someone other than yourself, you inay protect yourself from possible liability if that person applies for the proper permit in his,or her name. Contractors are required by law to lie licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you' plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage -any persons other than your immediate family, and the work (including materials and -other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you maybe an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for'you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. . o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work.personally or,through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons ,professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signedby property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board iri'your community or at, 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. MicIllel C. VieirJ C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code._, Butte County Department of -Development Serwces �usre. t. 7 County Center Drive , �::,. ° = 1L Oroville, CA 95965 ° ° ° ° (530) 538-7601 Telephone (530) 538-7785 Facsimile 1BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I need to submit applications for septic and/or well to Butte County Environmental Health immediately. e I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained 0 I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application., Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name:z APN: l Building site address: Permit No.: I have read, understo/ o' an acre ih�e fermi -and conditions as expressed herein my signature below DATff as indicated' by my .Plot Plan dttachad ✓ floor Pian Atuchad � scnt to ®.D. ! " TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Watet Supply: Public -✓ Private Well Clearance for dwelling. Other •Hold final for: ' Final clearance O.K. for:, NOTE: Environmental Health Sp list Date .8/96 rr OPT. CLIPPED CORNER OPT. CLIPPED CORNER LLJ 2 O a U a) 'O ca ca a 3EPROOM Q �' O ca 1 0'-2" X 12'-10" C OPT. -- ------ WALK-IN BAY o 13 I� lc, I OPT. 1 , WALK-IN I I BAY OPT. DEN ? I� 1O' -2"X12' -1O" w I I \\ SII wll =IV Orr. y DBL. ¢ DOORS OPT. CLIPPED CORNER Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is i floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. WD/17/DEC04 a riga :: I WALK-IN I CLOSET WALK-IN CLOSET ■n .......n.u.. SMAIIIIIIIIIIII si.......EUR . �.MEN i i on N no Ir.r-----><.BREMNER 11 me MMULMEEMEMP-091210 MEMO • [:::a M EE a a:::aa::®a 1 MESSINESS" I we. � • �a moi::�."u.M.■ iaaNa: I�ralINS0419 INS 3uu ®A1190���� � � VEPROOM PINING 14�-VXIX-0" AREA • • i OPT. CLIPPED CORNER OPT. CLIPPED CORNER LLJ 2 O a U a) 'O ca ca a 3EPROOM Q �' O ca 1 0'-2" X 12'-10" C OPT. -- ------ WALK-IN BAY o 13 I� lc, I OPT. 1 , WALK-IN I I BAY OPT. DEN ? I� 1O' -2"X12' -1O" w I I \\ SII wll =IV Orr. y DBL. ¢ DOORS OPT. CLIPPED CORNER Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is i floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. WD/17/DEC04 a 1045 Twin View Blvd. Redding, CA 96003 (530) 244-6335 (530) 244-1890 fax TRUSS ENGINEERING PACKAGE ICBO RESEARCH REPORT N0.4211 CERTIFIED INSPECTION I.A.S EVALUATION SERVICE INC. AA -583 IN STRICT ACCORDANCE WITH U.B.C, I.B.C, ANSI NATIONAL STANDARDS, LATEST INSPECTED BY: REVISION NATIONAL INSPECTION ASSOCIATION 2. INC. QL,ality Systems Management / National Testing P.O. Box 3426 Gillette, WY 82717-3426 Office & Fax (307) 685-6331 JOB NAME: JOB # LOCATION CONTRACTOR ENGINEERED BY: COMPUTRUS, INC. 10370 Hemet St., Suite 200 Riverside, 'CA 92503 (909) 343-1302 (909) 343-3180 fax BUTTE COUNTY BUILDING DIVISION APPROVED �s 1045 Twin View Blvd. Redding, CA 96003 (530) 244-6335 (530) 244-1890 fax TRUSS ENGINEERING PACKAGE ICBO RESEARCH REPORT N0.4211 CERTIFIED INSPECTION I.A.S EVALUATION SERVICE INC. AA -583 IN STRICT ACCORDANCE WITH U.B.C, I.B.C, ANSI NATIONAL STANDARDS, LATEST INSPECTED BY: REVISION NATIONAL INSPECTION ASSOCIATION 2. INC. QL,ality Systems Management / National Testing P.O. Box 3426 Gillette, WY 82717-3426 Office & Fax (307) 685-6331 JOB NAME: JOB # LOCATION CONTRACTOR ENGINEERED BY: COMPUTRUS, INC. 10370 Hemet St., Suite 200 Riverside, 'CA 92503 (909) 343-1302 (909) 343-3180 fax BUTTE COUNTY BUILDING DIVISION APPROVED COMPUIPUS, Inc. Manufacturing • Engineering • Computer systems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB -91", a copy of which will be furnished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: 1. Design to support loads as shown. Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0" o. c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +, 4. Installation of truss is the responsibility of the respective contractor. 5.: Design assumes trusses are to be used in a non -corrosive environment, and are for "dry .condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage Is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211 11 • The CompuTrus Net Section Plate is indicated by the. prefix "CN", the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes: O2 Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. STANDARD GAL'BE DETAIL 'CoMPUTCUS, `f1C FOR GABLE ENDS UNDER 6'-B•INHEIGHT MIN041UM GABLE STUD GRADE - 2x4 STANDARD GRADE HEM -FIR Manufacturing ,Engineering • Computer Systems GABLe END (2) BRACING FOR'GABLE ENO FILE NO: GABLE ENE) DATE: 01/01/98 REF: 25-15 DES: SC SEQ: 5151504 UBC -97 LACE AT 16'-0' o.c. OR AT :RUNE ATTACH WITH 16d SHOWN IN O, RAL C -2.5x4.3 1TE 294 STUDS •- 16' MAX CUTOUT FOR 4x2 . OUTLOOKER J` OFF STUD 1 1x4 ADD-ON. ATTACH . WITH Rd NAILS AT 9• ox 4x2 ouTLoo�R oETA�Le C -1x2.6 Typ1cw C-2.st4.3 C-2.5«4.3 (SPI) ARIE ' 'CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER 11 CUTOUT FOR 4x2 OUTLOOKER OVER STUD i�uxiemi LUMBER SPECIFICATIONS SIZE• SPECIE G ADE PANEL (S) TOP CH RDS: 2x 4 OF 0 &BTR 1- 4 BOTTOM HOBOS: 2x 4 OF / SBTR 1. 2 NEB : 2x 4 OF S AND 1- 3 TC LATERAL SUPP!QRT <- 12'OC, UON. BC LATERAL SUPPORT <- 12 -OC. UON. 12 4.00 L___ TRUSS SPAN 20'- .00' LOAD DURATION INCREASE - 1.15 SPACED 24.0' O.C. LOADING LL( 30.0)+DL( 7.0) ON TOP CHORD - 37.0 PSF DL ON BOTTOM CHORD - 10.0 PSF TOTAL LOAD - 47,0 PSF BOTTOM CHORD CHECKED FOR fOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 10-00-00 4n -n C -4x6 UBC 97/TPI SINGLE MEMBER FORCES - 4W GD T 1= -1899 B 1- 1788 W 1- -479 T 2- -1415 B 2- 1788 W 2- 555 T 3- -1415 W 3= -479 T 4- -1899 LEFT = 940 RIGHT - 940 BEARING AREA REQUIRED (SO. IN) JOINT 1 1.50 OF / 2.32 HF / 2.21 SPF JOINT 5 1.50 OF / 2.32 HF / 2.21 SPF r )0 12 �p-ikJFCSSIpUj �'�� a �4 ox ✓ �' EXk/31/07. Cl FNG1O��rP F OF CAl rG�� General Notes, unisex otherwise noted: 1. Design to support load- ax shown. 2. Design assumes the top and bottom chorda to be letually braced ,Design conforms to UBC -97 AnVer: 1.09 (IL) -W 2'-0 o.e. and at 12'-0• o.e. respectively. 3. 2x4 Impact bridging or lateral brad,, le where where shown + + 6. Installation esign ee uomes wseas are to use-ffd inf a non respective a contractor. nvie nment, a. Design assumes full bleaating at call supports shown. Shim or wedge if 8. Pign 'beadequate ed ebhagelocatnoth I. goes prot� send pissed so their center CompuTrus Inc. lines coincide with joint center line. 8. Digit Indleate size of plate In Inches* ausw�eruaom. r�r-weermra. comsurtnersrtNa 1 O. For b . design value of the Computrus Plate, Indicated by the prefix C', 0- I.C,B.O. R.R. 4211. 1 1. Tiro Cot I us Na Seation gets ie Irtd -ted b the prefix •CN', the designator 1{6) .d I. 1a ga. meterlal le user All others are 20 ga. Ia 0 o lC. jC-3X6 C_` 20— 0—Scale: Scale:3/8' NAME:JOB MEEK ANDARD CITY QF REDDING WARNRIM . 1. Rud d Oerrvel Notes end Weminpe balm eansuumbn of Wean. FILE NO . • A 3• a'"- o d rseaaon eentm-lor d.Wd be edvbed old penesel Noss and Wennmee ►.ren—stneoden oonsss m . 3. 122 oomyrasdan Web bredlo eeud be indded rebate des en +. DATE: 9/29/200 a• All Wend rerco r.alatbg Nemems sudr u temparwy and german_, bradrp. —,I be dadyred and provbleq by duloner of a espWa .b-ctvs /►^ rpmpuea eas tronees na re.pondbgly tar wdt bnabo. DES, BY: MCI. `� / e. No red daWd be eppa d w any oampao.I -AW -ft- as bradny and at batenus see --w d., and Greater no tlmo eleeWd any bGreaterthan designbade atnW. SED.: 19168 4 be appod to any eom S. Compume has no control over and sosnl a no respenamlary for the h shlpused and Yntdatlon of components. ' 7. This deter bd subtest to aro Rett aoro an tress dealam .et fanh by the Tess tete b""-Wllledno Woad Trusaao. His.91% •copy of wWh MO be bmdred by cefup Crus open requaL �p-ikJFCSSIpUj �'�� a �4 ox ✓ �' EXk/31/07. Cl FNG1O��rP F OF CAl rG�� General Notes, unisex otherwise noted: 1. Design to support load- ax shown. 2. Design assumes the top and bottom chorda to be letually braced ,Design conforms to UBC -97 AnVer: 1.09 (IL) -W 2'-0 o.e. and at 12'-0• o.e. respectively. 3. 2x4 Impact bridging or lateral brad,, le where where shown + + 6. Installation esign ee uomes wseas are to use-ffd inf a non respective a contractor. nvie nment, a. Design assumes full bleaating at call supports shown. Shim or wedge if 8. Pign 'beadequate ed ebhagelocatnoth I. goes prot� send pissed so their center CompuTrus Inc. lines coincide with joint center line. 8. Digit Indleate size of plate In Inches* ausw�eruaom. r�r-weermra. comsurtnersrtNa 1 O. For b . design value of the Computrus Plate, Indicated by the prefix C', 0- I.C,B.O. R.R. 4211. 1 1. Tiro Cot I us Na Seation gets ie Irtd -ted b the prefix •CN', the designator 1{6) .d I. 1a ga. meterlal le user All others are 20 ga. 2a-oo-oo C- rrn o r -n z cn a M --i m —r z a:) rrn 1 C c.r) Q7 U7 C H D p -< rn CD ::o C - -! Un C) O n rn 0 LO r, D c c N H 1l I e, 0 c71 m o m 'AV o w w o c m z o 0 o O (-n 7C C T m -i cn a r � M.) \.) I cri c71 m o m n o w w o c m z o 0 o O (-n 7C C T m -i cn a -1 M.) \.) a Co a (n of c r m 0o w p o ( n LO w rn o Ln (n :E z Co Ln o —' m m -< m 3 x w m O Z g r -a m r �o r Co m CDF FIRE SAFE REQUIREMENTS AP# 065-020-021 PERMIT # 05-2069 NAME: Busbee Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Drivewav Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 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 radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 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. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. i C D F E R E Q U I R E M E N T S Setback for Structure Defensible Space [X] 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 provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 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. [X] 2. For parcels less than 1 acre, local jurisdiction: shall provide for the same practical effect. See "Other Requirements below. [X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hann -Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l 08/17/2005 Darren Read Date Signature MIR E N T 0 wri 1p i_ • tea• _ 1 _ I r - • — i 1 _ a t • - c v _.rr:RlNiCt. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded J -Aug -2005 2005-004GO20 Has not*been compared with original DUTTEyCOUNTY„COUNTY•-RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for,agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural. chemicals; including, but not limited to herbicides, pesticides, and fertilizers- and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real. property situate in the County of Butte, State of California, described as following: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 55 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3” WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 1970. IN BOOK OF MAPS, AT PAGE(S) 78, 79, 80, 81, AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. Date_ — "_ (�J' �' r PROWTY OWNERS: Busbee State of California County of Butte On ..j�Gi�/Sr �', ;DDS before me, ✓� personally appeared��a��L S /�C1� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. " ' JANET CLARK Signature !�� Seal: COMM. # 1473379 D • NOTARY PUBLIC -CALIFORNIA M \�. COICiIO ENP'TY OFcB 27T2E A.P. #06 - 0-021• Ojjr a �rrOJ7 ja September S, 2005 We are in the process of setting the manufactured home for Jim and Terrie Busbee (permit #05-2069). The plans submitted were the Gus Guard system. My crew just informed me the house will be too high on one side of the home to use that system. I would like to instead use the vector. I would like to exchange these plans today, since they are both SPA approved plans. a Please call me if yon have any questions. Thanks, Wendy j"K ©COS — 420 -p21 Department Of Public Works <`nN .I� f B u t t e C o u n t y o H U1ND DEVELOPMENT DIVISION ' r� � ® J . Michael Crump, Director Storm Water Management Program � ® 7 County Center Drive C� �� / Oroville, CA 95965 a U N 5 (530) 538-7266 �Uc W�� (FAX) 538-7171 National P®Ilutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Pian (SWPPP) Acknowledgement (LESS THAI�d 1 ACRE Project Description: Project Loc . Location and/or Parcel Number: �a � V By signing below, L the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more, than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: NOTICE TO ASSESSOR HCD 433(8) THIS FORM MUST BE COMPLEDTED BY THE OWNER OF A MANUFACTURED HOME MOBILEHOME OR COMMERCIAL COACH AND FORWARDED TO THE COUNTY ASSESSOR UPON COMPLETION OF THE INSTALLATION OF THE UNIT • ON A FOUNDATION SYSTEM PURSUANT TO SECTION 18551, HEALTH AND SAFETY CODE ORIGINAL PURCHASE PRICE FOR: 00 The Basic Unit Optional Equipment & Upgrades Subtotal Accessories & Accessory Structures Other (Specify) Delivery & Installation TOTAL SALES PRICE e $ Incliw ded s7FVR &z DOES THE BASIC PRICE INCr.LUUDDE: The Towbar(s) ❑ YES I._IIO Tires & Wheels ❑ YES LJ NO Wheelhubs&Axles ❑ YES [>0 LIST NUMBER OF ROOMS: Utility Room Bedrooms 13 Dining Room Baths C.t�1'k�!)�li/!O A) Family Room Kitchen / Utility Room Living Room / Other Rooms Type of Exterior Wall Covering:C&tey„ v Lt7 vt�y ❑ YES (Metal, Wood, etc.) Type of Roof Covering: C.t�1'k�!)�li/!O A) ,L.�Ii�O LJ O (Me I, Wood, Composition, etc.) ,,C Healing Type: rorced Air ❑ Floor or Wall % Air Conditioning: ❑ YES 60 Tons Evaporative Cooler; ❑ YES �J� ; Bulli -in Cooktop: ❑ YES O Built-in Oven: 101 YAS [� N0 Built -In Dishwasher: ETYES ❑ NO Built-in Wet Bar: ❑ENO Refrigerator: El NO Rod Overhang TOM-): r�YES ErYES ❑ NO Inches Furniture Included: ❑ YES ET O Value $ Carport: ❑ YES Awning: 11 YES ,L.�Ii�O LJ O Porch: ❑ YES OO Garage: ❑ YES 0 Storage Shed: ❑ YES U NO Skirting: ❑ YES DNO The sales price as shown does not include any amount for any in-place location. The Assessor's Parcel Number of the installation site is 12 y,9-0 —6-;2-•/ �ig�nature) --a) V -Z / (Address) , (Telephone) (LENGTH X WIDTH) x x x x x LNEALFEET TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.k. USE ONLY Patz Plan Attachtd ✓ Santa Plan AtLssslrsd Sant to S.D. Pe AJ 456 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public ✓ Private Well Clearance for ✓ dwelling. Other Au -),9C -c— .4 eT.4& .� � 02 � � a (;> ,,; � oa Hold final for: Final clearance O.K. for: NOTE: - -- -- x 8/96 I ENVIRONMENTAL HEALTH AUG 0 8 2005 �c"FLE O�D� Waterford Series Model 4563B 7COUNTY CENTER DRIVE ine 3 Bedrooms • 2 Baths • 1,492 Square Feet - ��Uri Law . L 77,._ :i✓ , 71fli w3 e pr ' CLIPPED CORNER X12-10 [MEMBERS I■`3101o ine MEMNON ��Uri Law i I OPT.Iff ■� :iso loom /I u■■ 10110 IIW `Ginn 1:nl//16V !ENrRANCE I I N OPT. W N I1g FETE] n�■.■■o/■■■■�o■■I MASTER , ' • BEDROOM } DINING 14' -2"x13' -o" ' ■■ ou■■■ ■ ■■■■I �::U:c:", �:� ....:cxc:: ::cc: omm �® �Homo i'NFU1U�a�lo c�—n :i 01 ® MEME Mu�cN0Eo um iEmom WE ® n o:i_EMNEMMI 111 MEN ON I MEMO ME 0 - nn.0 1■V ■■ .■■.■.■.■/. .■./. .■. / 'r�/. ■■ ■■■■/■■.■■..■■■■■ vA� ■ .:.HA ■■■■■ ■■ ■■■■// ■/ ■ Poona w3 e pr ' CLIPPED CORNER X12-10 [MEMBERS I■`3101o ine MEMNON ��Uri Law i I OPT.Iff ■� :iso loom /I u■■ 10110 IIW `Ginn 1:nl//16V !ENrRANCE I I N OPT. W N I1g BAYI MASTER , ' BEDROOM } DINING 14' -2"x13' -o" � AREA II w3 e pr ' CLIPPED CORNER LIVING ROOM 17-0" X 16'-0" 0 (7P 14-1 OPT. \ CLIPPED CORNER Lu >0- aU a1 Q BEDROOM 1O' -2"X12' -1O" C W F�lOPr. ------WALK-IN BAY r ` . GUEST - - q.OSET — - - - BEDROOM OPT. DEN I ZI7 10'-2"x12'-10" 1 -2 X12-10 [MEMBERS I■`3101o ine MEMNON ��Uri Law i I OPT.Iff ■� :iso loom /I u■■ 10110 `Ginn 1:nl//16V !ENrRANCE OPT. W N LIVING ROOM 17-0" X 16'-0" 0 (7P 14-1 OPT. \ CLIPPED CORNER Lu >0- aU a1 Q BEDROOM 1O' -2"X12' -1O" C W F�lOPr. ------WALK-IN BAY r ` . GUEST - - q.OSET — - - - BEDROOM OPT. DEN I ZI7 10'-2"x12'-10" 1 -2 X12-10 i I OPT.Iff DBL. DOORS !ENrRANCE OPT. W N a BAYI OPT. CLIPPED CORNER Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual.home. All dimensions are nominal and approximated. Square footage is measured from exterior wall .to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION'. WD/17/DEC04 Exterior • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • Class "A" fire -rated, composition shingle roof for long- lasting, low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • 36" eight panel with 8" x 42" glass inswing front door with, brass knocker and deadbolt for your family's safety • Inswing rear door with deadbolt and window add natural light • Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • %" drywall tape and texture in all areas (including closets) adds style to your interior • Rounded sheet rock corners in living areas soften your decor • Standard 25 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and spotting - Treated with StainTech- for easy cleaning • Glass ceiling fixtures brighten your home's interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance • Arched top wood cabinet doors add quality and natural beauty to your kitchen and bathrooms • Metal mini -blinds in living and bedroom areas for your privacy • Raised panel passage and closet doors are durable and provide convenient access • %" rebond pad extends the life of your carpet LIVING FEATURES Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash and self edge provides attractive color accent • Recessed medicine cabinet provides convenient storage space in each bath • Elongated toilets for a stylish look • Master bath has a large comer tub with separate stall shower - most models • Guest bath has a one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation in each bath • Bank of three drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing area • Single lever sink faucets Kitchen • Brand name appliances provide confidence and hassle -free service - 30" free-standing gas range - 20 cu.ft. side-by-side frost -free refrigerator - Dishwasher • Single lever faucet with sprayer • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility in kitchen activities • Congoleum® no -wax, vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Ceramic tile self -edge provides a finished look • Two pull-out pot and pan drawers provide easy roll out storage convenience Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. Utility, Safety and Energy Features • Smoke detector(s) and built-in interior 100 AMP panel box for your safety and easy access • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility cabinet for added storage space • Overhead ceiling lights in utility and all bedrooms to brighten rooms • Zone II insulation package for energy efficiency, includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor • 40 gallon gas water heater is efficient and requires low maintenance • Gas furnace provides name brand confidence and hassle -free service • Plumb/wire for washer and dryer provides convenient hook up Optional Features • Garbage disposal for quick and easy kitchen clean- up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • Ceiling fan circulates air for a "spring breeze" feeling all year long • Beautiful cabinet system with recessed panel arched top doors, ash face frames and adjustable overhead shelving add value and quality • Recessed fluorescent lights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light into your home • Zone III insulation package to meet the needs of the climate where you live, includes: 2" x 6" exterior walls with R-33 ceiling, R-19 wall, R-22 floor insulation �FLEETWOiDO FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer Avenue Woodland, CA 95776 ®02003 Fleetwood Enterprises, Inc. (530) 662-3223 WD/17MEC04 OPT CLIPPED CORNER r■■■ui■■■u■u■■ n■a.uo ® u nour■■■unw■■ n■a■■o ` WAL ■wou■aoo■■■■■■■■■■■au■rr r■ra■■■�� -W- ■ uwoa■■■■u■■wrr n■u■■■u i■..■aoo • ■ ■■■un w■r n■u■■w - �s�a■■ �::: ®m :: //■■lrl■■■■■■■\ r■■■■ ----->.■■■■■■a ' I I u■■■■r l��A n I' I I OrID!i, ri■ ■ ■ ■i ■ ri■■■ i■■V__�7■■■ ■ ri■ ■■ ■■ .. ■n■oa■■■■■■i■nr �---rwi■u■■r�sdo iu■■■■■■uuvii■■■■ AN i■r_.■n �■■u■■u■■■uwnr i i u■■■ur■■r■■■■n iu■■■oa■u■�■u■■ / i■■uy OPT Opt PLA T SHELF ENY'ERMINMENT PANTRY PANrRY I LU IL LIYING ROOM CLOSET` • - •11 13EVROOM DINING:��OEDROOM ■i■u■inn a■uu■r OPT. CLIPPED CORNER OPT. CLIPPED CORNER Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall„ and is an approximate figure. Length indicated in floorplaris is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. WD/17/DEC04 0 4'-11 5/8' 6 5-3 1/2' 4'-6 718' 18'-8' 6--8- 5'4- 101-10, /2X6 SIDEWALL I HEAT TAPE RECEPT ON W/2X6 SIDEWALLS UNDEk'GFI 7 Ys4SAFETYSc3TSTN OPT 4WS V35SH V3659SH 606HS 'GFI OPT u MORNING RMs 70.1 sqf BEDROOM 115 LINEN BATH 1 \ \\ st I I�I D I s B PLANT LEDGE ABOW s 0 DINING RM BEDROOM1 123.9 sn1 179.0 sof V3659SH V3659SH V4659SH IzIffw: i 5 — BATH 2 u , ISLAND .UTILITY OPT. N s 5 sols = OPT. ARBorE\,�o s + KITCHEN r FA c u 4r DOOR OPENING s o Fl E WIPLANT SHELF °C PANTRY ABWE b ` T HALL s 6 / -) \ 22'•2' LL 20' „ z -p l /Iwl2x�wEwALLs .B T GAMT II T33� / a a o n z LIVING ROOM \ / 260.8 sa( `\ 1 I 25 / \ BEDROOM 3 FOYER 115.Osq n C / V9459HO 7 E""" V46S9SH V4623PH RKM D C Z1 Z1 A 7-4-22'-0' 20'-9. 1141? SHEAR PANEL 11r SHEAR PANEL `(S 1 JOIST A 2LAGS 1 JOIST 8 2 LAGS r L 1 'NOTES: �'� �`i./1� �V DEPAR� O 1 1 STDATE. 2. SPIRESAYS PM PFPRt 1 Q 2. FOR PLUMBING & HEATING SYSTEM, REFER BACK TO STANDARD THIS FLOOR PLAN AND ATTACHED OPTION DETAILS (IF APPLICABLE) APPROVAL SET. IS DESIGNED TO MEET THE FOLLOWING STRUCTURAL REQUIREMENTS: 3. TOEKICK REGISTERS IN KITCHENS AND BATHS. BIND zoNE(s)--- i------ ROOF LOAD(s)_____3o LBS_ PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 psf 48 (7 A A APPROVED PFS Corporation Madison WI - 11 9/21/04. HUD Manufactured Home Construction & Safety Standard ORD##22789/CUSTOMER:UNKNOWN L E G E N D dRECEPTACLE SWITCH O THERMOSTAT ® SMOKE ALARM SMOKE ALARM WI NUS" BUTTON LIGHT FIXTURE ® EXHAUSTFAN- VDC VIDEO DIGITAL CABLE PANEL BOX O VIDEO DIGITAL CABLE OUTLET FAN FAN W/LIGHT LPANELBOX x RAG RETURN AIR 1 GRILLE n 0 FLOOR x M REGISTER Z CROSS-OVER . �1 LOCATION / AIR SUPPLY OX SUPPORTPOST QSHEARWALL QA 162 x 56'4' © 162 x 56'4' © x WOODLAND 17 PRODUCT NAME WATERFORD MODEL NO. 4563B — DRAWING TITLE CUSTOM FLOOR PLAN DRAWN BY: AIVAR K. DATE: 09/20104 SHT REV FP.1 c 171WA4563Bc2 I POST DATA - TJI PRO 360 59 SYMBOL END SIZE DESCRIPTION WIND ZONE: 1 LIVE LOAD: 30 LBS. BLANK -INSWING 0.19 3679 PERIMETER PIERING REQUIRED LABEL UNIT LABELI LOCATION UNIT POST LOAD HEIGHT BEARING POST PIER LOAD' BEAM A I - A 2037 119 1/2' 1.75 33 1 4100 1j TJI A 3'-8 3/4' B I 2037 119 1/2' 1.75 33 1 1 TJI B 16'-3 3/4' A 4515 119 1/2' 1.75 9 1 9100 1 TJI B 16'-3 3/4' B 4525 119 1/2' 1.75 9 1 34'-8' TJI C 28'-0 1/4' A 2708 115 1/2"! 1.75 5 1 5500 TJI C 28'-0 1/4' B 2708 119 1/2'1 1.75 5 1 TJI D 41'-7 1/4' A . 4485 119 1/2*1 1.75 8 9000 TJI D 41'-7 1/4' B 4485 119 1/2' 1.75 8TJI E 56'-4' A _1811 119 1/2' 1.75 33 3700 TJI E 56'-4' B 1811 119 1/2' 1.75 33 TJI • EMPTY PIER LOAD IS COMBINED IN NUMBER ABOVE SHEAR WALL DATA 94 x 59 SYMBOL END SIZE DESCRIPTION WIND ZONE: 1 32 16/0 x 79 BLANK -INSWING 0.19 3679 36 LABEL UNIT WALL PANEL TYPE LENGTH NOTE * SGD - SAFETY TRIB •• A 1 1SG E 5'-4 3/4. 3 x 26 ga STRAP 24'-4' A 2 ISG E 3'-8 3/4' 3 x 26 ga STRAP ISGL HUNG -SIDE LD B HC 1 2SG S 9'-10. 1 JOISTS & 2 LAGS 31'-10 3/4' B 1 2SG S 9'-6" 1 JOISTS & 2 LAGS 30'-8 3/4' A 1 ISG E 13'-0. 3 x 26 ga STRAP 34'-8' • REQUIRES AGGRESSIVE FASTENING PATTERN & MAX 16 O.C. FRAMING •* EMPTY TRIB FIELD IS COMBINED IN NUMBER ABOVE DOOR SCHEDULE V9459HD 94 x 59 SYMBOL END SIZE DESCRIPTION GLAZ VENT U VALUE 3279 32 16/0 x 79 BLANK -INSWING 0.19 3679 36 x 79 BLANK-INSWING0.19 59 6/0x6/8 B x 6/8 SGD - SAFETY 35.50 17.70 0.79 TJI PRO -360 V9459HD 94 x 59 H.DBL-END SLIDER END V4640HS 46 x 40 H. SLIDER FROM V4659SH 146 x 59 SGL HUNG -SIDE LD A V3659SH 136 x 59 SGL HUNG -SIDE LD B V4053SH 140 x 53 SGL HUNG WINDOW 28'-8' - V4608HS 46 x 08 H. SLIDER 38'-9' V4623PH 46 x 23 PICTURE HALF RND .8 V3059SH 30 x 56'-3' ISGL HUNG -SIDE LD 17362177 PL 36x21x7 IPICTURE POLYGON '362107PL 36x21x7' 1PICTURE POLYGON - 716PW 30 x 16 IPTCTURE WINDOW 27-2' B A 28'-8' - TJI PRO -360 SPLICE LOCATION DIMENSIONS ARE FROM HITCH END LIVE LOAD: 30 LBS. DRAWBAR ANGLE 60 FROM TO UNIT MATE 4' - 10" A B 12'-5' - 12'-11' A B 20'-0' - 27-2' A B 28'-8' - 31'-4' A B 36'-0' - 38'-9' A B 44'-5' - 45'-9' 'A B 55'-6' - 56'-3' A B 4' - 10' B A 12'-5' - 12'-11' B A 20'-0' - 27-2' B A 28'-8' - 31'-4' B A 36'-0' - 38'-9' B A 44'-5' - 45'-9' B A 551-61 - 561-3' *B A CHASSIS INFO M.R. SPACING 99 1/2" I -BEAM SIZE 10" DRAWBAR LENGTH 39" DRAWBAR ANGLE 60 F LO O R INFO JOIST SIZE 2x6 JOIST MATERIAL SPF JOIST SPACING 16 ' WAL L I N F O SIDEWALL HGT. 90" ' EXT WALL SIZE 2x6 EXT SIDING MATL /16 4X8 HARDI CE IT, I NG / R O O F INFO RAFTER CODE (CATH) LC7-160-3A(17 ' RAFTER SPACING 24" CEILING THICKNESS 1/2" - 'CE-ILING MATERIAL US GYP FRONT SAVE O'HANG 12" REAR EAVE O'HANG 12" FRONT GABLE O'HG 121- 2"REAR REARGABLE O'HG 1 12"• V9, ® Christopher Davidson FLEETWOOD 2004.09.21 WOODLAND 00"08:33:26 -05'00' 17 PRODUCT NAME APPROVED PFS Corporation WATERFORD Madison Wi - 11 9/21/04' MODEL NO. HUD Manufactured 45636 Home DRAWINGTRLE Construction & Safety Standard CUSTOM SPEC DRWG ORD#22789/CUSTOMER:UNKNOWN DRAWN BY: AIVARK. DATE: 09120/04 NOTE: SKT RE 1. THIS APPROVAL EXPIRES 90 DAYS FROM PFS APPROVAL 3PEC.lc STAMPED DATE. 171WA4563Bc2 04 Tce-ocjv A C �V t Tt-. tft C ...... 6-s! ?roPo -s d i } P6- 4. s Pa I C.. 50 AI J 05 l_L r 01 s c � a ! App eine Coon (i tai a/th kk t ature 3 a �`.._.,._...._..._�.___...._._..._.__._....�._,...__..,..__r.....�,.._....�.._...,.....__._..__�._._.._._ �, 4 4R.. ,� •-nuc... i2i V3 i 5 ui C -Uj I a A. GENERAL NOTES LS OO9 !/� LS �f9 1) ALL WORK SHALL CONFORM TO THE CURRENT UBC AND ALL LOCAL CODES/ ORDINANCES. ALL CODES AND STANDARDS SHALL BE THE MOST CURRENT EDITION ON FILE WITH THE LOCAL JURISDICTION. 2) BUILDING IS DESIGNED FOR: ROOF o.) LIVE LOAD = 30 ps/. (v.n.o.) SEE TABLE 1. b.) WIND LOAD = 80 MPH, EXP. C. 3) PROVIDE 6" MIN. SEPARATION BETWEEN EARTH AND WOOD CONSTRUCTION. 4) FROST DEPTH SHALL BE A MINIMUM OF 12" BELOW GRADE, OR PER LOCAL JURISDICTION REQUIREMENT. 5) ANY AT77C WITH 30' OR MORE HEADROOM REQUIRES A 22' x 30" ACCESS DOOR WITH 30" MINIMUM HEADROOM IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION 6) PROVIDE ATTIC VENTILATION AT 1/150 OF ATTIC AREA, OR 1/300 WHEN PROVIDING i PERPENDICULAR VAPOR BARRIER ON WARM SIDE OF INSULATION OR 1/2 OF REQUIREMENT AT LEAST 3' A80VE EAVE. 7) GFCI PROTECTION 1S REQUIRED FOR ALL OUTLETS IN THE GARAGE AND AT ALL EXTERIOR LOCATIONS. 18" MINIMUM HEIGHT ABOVE FLOOR. B. SI TE WORK 1) BUILDING SITES ARE ASSUMED TO BE FREE DRAINING WITH NO CLAY OR EXPANSIVE SOIL. 2) CALCULATIONS ASSUME STABLE, UNDISTURBED SOIL AND LEVEL OR STEPPED FOOTING. ANY OTHER CONDITIONS SHOULD BE REPORTED TO THE ENGINEER. 3) ALL FOOTINGS SHOULD BEAR ON UNDISTURBED SOIL WITH A MINIMUM FOOTING DEPTH OF 12" BELOW GRADE. AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF IS ASSUMED FOR THIS DESIGN. C. LUMBER/FRAMING 1) ALL LUMBER SHALL BE DOUGLAS FIR LARCH UNLESS NOTED OTHERWISE. 2) GL UL AM BEAMS SHALL BE ARCHITECTURAL, STANDARD CAMBER AND FOR SIMPLE SPANS: 24F=V4, AND FOR CONTINUOUS SPANS: 24F -V8. 3) PLYWOOD SHALL CONFORM TO APA PSI -83. SHEAR PLYWOOD SHALL BE C-0 (MIN.) OR APPROVED EQUAL. 4) WHERE MULTIPLE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKING ® FLOOR LEVEL TO THE FOUNDATION. 5) WHERE A POST WITH A COLUMN CAP OR BEARING PLATE IS SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN BLOCKING ONLY. 6) FOUNDATION SILLS, NAILERS, AND LEDGERS IN DIRECT CONTACT WITH CONCRETE AND WITHIN 6" OF GROUND SHALL BE PRESERVATIVE TREATED FOR DFCR #I. 7) ALL 4 x 6 POSTS, COLUMNS, AND HEADERS ARE TO BE DF#2 OR BETTER, IN ADDITION ALL OTHER 4 x 6 FRAMING MEMBERS TO BE DF112 OR BETTER. 8) ALL OTHER 2X FRAMING MEMBERS TO BE OF112 OR BETTER. D. HARDWARE 1) ALL HARDWARE CALLED FOR SHALL BE SIMPSON STRONG—TIE OR EQUAL, INSTALLED PER MANUFACTURER'S SPECIFICA77ONS. 2) ALL NAILS SPECIFIED ARE COMMON NAILS. NO SUBSTITUTIONS UNLESS APPROVED IN WRITING BY THE ENGINEER. MINIMUM NAILING MUST CONFORM TO UBC TABLE 25-0. 3) ALL BOLTS SPECIFIED MUST MEET ASTM A307. BOLT HOLES TO BE 1/32" TO 1/16" LARGER THAN SPECIFIED BOLT. WASHERS TO BE USED ® EACH BOLT HEAD & NUT NEXT TO WOOD, NOT LESS THAN STANDARD CUT WASHERS. TOP OF PLA TE �-I 12'_ TOP OF SLAB 12 41 SLOPE_ It ATTIC VENT SIDE ELEVA TION SCALE: 114"=l' 2 x _ BARGE RAFTER Z— CLIP 12" 0. H. 1x4 TRIM (typ.) 4' x 8' x 5/8" APA EXT. SIDING T1-11 W/ GROOVES 0 8" .,� vr, nom. •moi. n, r,�u n, uu�, r� x -r 11111vt l typ./ FRONT ELEVA TION SCALE: 114"=l' RA TED o. C. 4' x 8' x 5/8" APA RATED EXT. SIDING TI -11 W/ GROOVES @ 8" o. c. BUTTE COUNTY BUILDING DIVISION APPROVED r CID W cn Z Z .. Q J WWQ Q Q U z W 9 o c 0 4 ao �• .0 G LU �( N N R1 K1 E �0 N Ln O to all N N jL AULLI LLLL W F Q) Z W C � Q r CID N cn Z Z .. Q J E- F W E- 0 4 ao �• .0 U �( N N R1 K1 W x x x x Z �Oz�,F Q N jL r CID cn Z i— W WLLI ~ Q O a c j LLI F J Z W N 'oQ Z �Oz�,F Q N o AULLI LLLL CADD NAME: 2024SHT1 DRAWING A. _ 1 1 OF 4 TABLE 1 20 Ib. Snow Load **Garage Header to be Glulam Beam: 24F -V4 6030 SLIDER WINDOW )V- 12" OVERHANG ROOF SHEA THING: PROVIDE 7/16" OSB SHEATHING PERPENDICULAR TO TRUSSES W/ ENDS ON TRUSSES & STAGGER SHEETS, USE 15/32" CCA @ ALL EAVES & OVERH/' ""'� NAILING: 8d @ 12" O.C. @ FIELD 8d @ 6" O.C. @ EDGES *Ceilinq Joists NIA *Rafters NIA Joist to Rafter noilin NIA Ride Board NIA Wa Q Q **Caro e Header Size J-118" x 12" GLB h� Q **Garage Header to be Glulam Beam: 24F -V4 6030 SLIDER WINDOW )V- 12" OVERHANG ROOF SHEA THING: PROVIDE 7/16" OSB SHEATHING PERPENDICULAR TO TRUSSES W/ ENDS ON TRUSSES & STAGGER SHEETS, USE 15/32" CCA @ ALL EAVES & OVERH/' ""'� NAILING: 8d @ 12" O.C. @ FIELD 8d @ 6" O.C. @ EDGES GLULAM BEAM HEADER ROOF PLAN SCALE. 3116";;'1 6030 SLIDER' WINDOW �2x— RIDGE BOARD C2 x 4 FLAT OUTLOOKER @ 4' a. c. (Typ.) WALL BRACING SCHEDULE 04'-0" MIN. WIDTH, U.N.O., 3/8" CDX PLYWOOD OR EQUAL, NAIL W/ 8d GALV. @ 3" O.C. EDGES & 12" O.C. FIELD. 112 " x 10" :iffe-A 24'-0" FLOOR/FOUNDATION PLAN SCALE: 3116"=l' Q s N � ^ o N O Wa Q Q E- p (y h� Q �0 ENGINEERED TRUSSES BY TRUSS MANUFACTURER E- Z E- N a ^ O d i (2968 D ' 1W�t-�� E"' OR x x x x 0 Q 9 0 0 0 C4 C4 r4 a. MOOD GLULAM BEAM HEADER ROOF PLAN SCALE. 3116";;'1 6030 SLIDER' WINDOW �2x— RIDGE BOARD C2 x 4 FLAT OUTLOOKER @ 4' a. c. (Typ.) WALL BRACING SCHEDULE 04'-0" MIN. WIDTH, U.N.O., 3/8" CDX PLYWOOD OR EQUAL, NAIL W/ 8d GALV. @ 3" O.C. EDGES & 12" O.C. FIELD. 112 " x 10" :iffe-A 24'-0" FLOOR/FOUNDATION PLAN SCALE: 3116"=l' CADD NAME: 2024SHT2 DMWING A-2 2 OF 4 Q s O Wa Q Q E- p (y h� Q �0 W E- Z E- ' 1W�t-�� E"' WQ x x x x 0 Q 9 0 0 0 C4 C4 r4 a. MOOD CADD NAME: 2024SHT2 DMWING A-2 2 OF 4 Q z ? O Wa Q Q E- p (y h� Q �0 Z A LL CADD NAME: 2024SHT2 DMWING A-2 2 OF 4 u ❑ L£ x ,0L ❑ vvaaoav vaarrno 'seaaaov 8L X0 ❑ auim eaamno '3ucm 117Z x ,0L 19 SNG'-ld all ! A 9:) P: sZ,LI,L i s mw : 3,Lya MOMS S'v' a 31yis �Ibl�a N�i>ooiino GlIVAC NOIIdaNnoj �'I.LI,L �NIMd2iQ W Q Q c� I Z LLj _ OJ� mOQ1Q LO N Lucr pZO m ZWWm cn W Ln O Q NmUJW J m .E \LL U a :D Q p \ 3 ck� co a Ln � 3 ct W V) a QUO Q W � O k O � a• ct N� \� '• a' f``� T r- O NIW „ LU 0 cn co Q o Q: O 7 N Q Q UZ OO Zp J z Li N � U J Q p\ Q? UaUm 000ctwZZ W O Lel m Q co v=, trq�0 Q O � ZJ� m LL k�a-�i 0- spa Qa cr \O Lei C7 O O �N m ? Z p �NQ Q Lug Z3 3 Lel LL COO cp X m• Lit W p Q CO- LO I r\ ��NO pN tip• Z W I, aoW V- N IIIA 0'-,o O � Q \ III= Nvaall- CL ll_ V . ° •° � •' IIIA � `_° W O III=1 N i w II1= O Q O W -W Q —_ � 114 LL Z O� w ; IIl W C5 Ln III- N LU i C Q � N N LO I� V- Wui 06 .i O N U li � ti 0 0 c U co Q � O \W co t� k �• 7O kLi N� N � 2 LJ QQ) W O k Z Lu �.�Z UO Z OLO Q W 6 o�p ? —�� LUuU J�Qa�— 020 QcrL'Q= to �ZLOutoL- O Z c9 O Ln H u j to J QQ) pL ttQ ui l4iQLnWZ3 k\Z� j►— Opp=O 1 I Z�f—tn41 W� U U O W W 3 ct LL! N@ J O W J Q U Ln O Z ca ENGINEERED ROOF - TRUSSES @ 24" o.c. (Typ.) U.N.O. DBL. 2x4 TOP PLA TE W/ 48" OVERLAP SPLICES. 2x4 STUDS @ 16" o.c. 2x4 P. T. SOLE PLATE 4x12 12DF HEADER 2x4 CRIPPLE STUDS 6" CONC. STEMWALL a—NAMING DETAIL CLE ENGINEERED TRUSSES 20 YEAR COMP SHINGLES EAVE DETAIL 12 41 4" CONC. SLAB -ON -GRADE W/ FIBERMESH (OPTIONAL). PLACED OVER MIN. 4" BASE. FOOTING TYPE OPTIONAL SEE DETAILS. SHEET 3 A TYPICAL SECTION NO SCALE 20 YR. COMPOSITION SHINGLES OVER X15 BUILDING FELT OVER 7116" 0. S.B. SH T'G PLACED PERPENDICULAR TO RAFTERS W/ EDGES ON RAFTERS. USE 8d NAILS, 6" o.c. @ EDGES & 12" o.c. @ FIELD. -2x_ EAVE BLOCKING 4'x8'x5/8" APA RATED EXT. SIDING T1-11 W/GROOVES 0 8" o.c. USE 8d BOX NAILS * EDGE NAIL @ 6" o.c. * FIELD NAIL @ 12" o.c. ----2 x _ BLKG. DBL 2X4 TOP PLA TE DOUBLE TOP PLATE SIMPSON o---ST2215 STRAP GARAGE HEADER 2 x 4 TRIMMER 2 x 4 STUD CARR CE HEADER DETAIL I ENGINEERED TRUSS ROOF SHEATHING --, E. N. 2 x _ BLOCKING EXTERIOR SHEETING ]CSIMPSON A35 Eoch BLOCK DOUBLE TOP PLATE W/ 48" OVERLAP ALL SPLICES 2x4 STUDS @ 16" o.c. 7/-1 VE DETAIL NO SCALE CADD NAME: 2024SHT4 DRAvnNG A _ 4 4 of 4 W� J .. Q w W Q H .. c� z E E. W E"Q n � cn wx x x x 0 9 0 0 Q r� CIG ONO= CADD NAME: 2024SHT4 DRAvnNG A _ 4 4 of 4 N J .. Q w W H c� z E E � N dQ �� L A CADD NAME: 2024SHT4 DRAvnNG A _ 4 4 of 4 �14 A 0 ZY J. PLANNING DIVISION - BUIL IN PLAN APPROVAL U Date: a5 Parkings Landscaffli'' Other. Signature: u� 4 BUTT . 'OU -N TY BUILDI DIVI. SON - APFIROVE-C ':1 M— - Ailk � U U��� a E CLEAR OF ALL EASED E® p��iOddd b �l ERHANGS SHALL { . SET SACK OF 6�:, FT. FROM T?�E �a®� Aplin �® OaTHE ISTD CEWERLiNE SHALL BE STRIJ.�TVRES A.ND' Eta _EAR U IPI -r . �� 3- )p A 2 FT EAVE OVERHANG. } ' EV IEWED BY 'BUTTE CU. FIRE DEPT. } CA' LIF. DEPT. of FOREST8Y approv6d as submitted with eo di ion$ app�o��d per attaehed heet. signature } Ml N �u C> 4 Q c I i i t � j } M— - Ailk � U U��� a E CLEAR OF ALL EASED E® p��iOddd b �l ERHANGS SHALL { . SET SACK OF 6�:, FT. FROM T?�E �a®� Aplin �® OaTHE ISTD CEWERLiNE SHALL BE STRIJ.�TVRES A.ND' Eta _EAR U IPI -r . �� 3- )p A 2 FT EAVE OVERHANG. } ' EV IEWED BY 'BUTTE CU. FIRE DEPT. } CA' LIF. DEPT. of FOREST8Y approv6d as submitted with eo di ion$ app�o��d per attaehed heet. signature } Ml N LA Lq FOGS ;!r 4 c I i i t � j } LA Lq FOGS 0 v P& PC':� a� Wo Qex,l y 1 4 W9.. . . ..+�..m+.e�..+w,ao...+na.�c.. . � �dc _.vma,r+.r.�avacaew+a.•.m..e.,ers.<M,r,® I4 /00 _ ._..._.,ied..ca<•-a;:•::•r:are+�?'..._�....-.�..—�.+.:.yta�,n-,.�.r_—,•.+,��.-.r.>...-'...: � , - .. ... s.[:�-+u�+rax. rv� �.�, my ww�ac I/I. ... .. . Ccv\tvcTot ei v\ t. Cd _. �...:... � PLANNING DIVISION - BUILDING PLAN APPROVAL ERWRONMENTAL HEALTH Use: Sl, Date /5— G S AUG • Parking: Landscaping: Other. 7 COUNTY CENTER DRIVE Signature:. ' ��.. v ®� 4 i � G 'o/t/o Z� w d ` c - 1 � 1,C) 7 � 1 i 1 5 t 0 v P& PC':� a� Wo Qex,l y 1 4 W9.. . . ..+�..m+.e�..+w,ao...+na.�c.. . � �dc _.vma,r+.r.�avacaew+a.•.m..e.,ers.<M,r,® I4 /00 _ ._..._.,ied..ca<•-a;:•::•r:are+�?'..._�....-.�..—�.+.:.yta�,n-,.�.r_—,•.+,��.-.r.>...-'...: � , - .. ... s.[:�-+u�+rax. rv� �.�, my ww�ac I/I. ... .. . Ccv\tvcTot ei v\ t. Cd _. �...:... � PLANNING DIVISION - BUILDING PLAN APPROVAL ERWRONMENTAL HEALTH Use: Sl, Date /5— G S AUG • Parking: Landscaping: Other. 7 COUNTY CENTER DRIVE Signature:. ' ��.. to L A V 00, REVIEWED BY BUTTE CO. FIRE DE CALIF. DEPT. of FORET-Ay, ao approved approved with conditi6ris attached -hc. aftache�d sheet. 6 Signature pate Gr- (A. to L A V 00, X2,0 -01-21 1 5 61 7s Vvc Fc-clf- ALL STRUCTURES AND r-muIPMENT WIGLUDIW OVERHANGS SHALL SE CLEAR OF ALL FROM THE SIDE, AND A SET BACK OF FT. FROM, THE REAR PROPERTY L&N-PES AND FT. FROM THE ROAD CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT ExcEry. EAVEOVERHANO. f - D V V -f-Vi 0% /0,0 ... . ... ...... .......... .5,7 REVIEWED BY BUTTE CO. FIRE DE CALIF. DEPT. of FORET-Ay, 'p roue d a8 su' ' apg,roued as sub m'ifted approved approved with conditi6ris attached -hc. aftache�d sheet. 6 Signature pate X2,0 -01-21 1 5 61 7s Vvc Fc-clf- ALL STRUCTURES AND r-muIPMENT WIGLUDIW OVERHANGS SHALL SE CLEAR OF ALL FROM THE SIDE, AND A SET BACK OF FT. FROM, THE REAR PROPERTY L&N-PES AND FT. FROM THE ROAD CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT ExcEry. EAVEOVERHANO. f - D V V -f-Vi 0% /0,0 ... . ... ...... .......... .5,7