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041-250-059
!COMPLAINT GIVEN TO'CODE ENFORCEMENT .DATE: (-j--2_Q-62- COfo-1 PLAINT TF! CODE ENFORCEMENT Q 01•d3 COMPLAINT T I 041-250-059 PERMIT#98-79AG STEPHENS, James 60 Dutzel Ln., Oroville 041-250-059 05-0582Ag Ex Permit -Livestock & Equip JIM STE L;I'ZE , LN, 60 DUT`/_EL LN, CHEROKEE CONI': JAEGE-R CON S^ \�\ H1H')ERvi TND RECORDING REQUTSTED BY: AND WHEN RECORDED MAIL TO: ; j { BUTTE COUNTY BUILDING DIVISIONY 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2-50 XIR I i -2005-0056756 Recorded I REC FEE 13,00 Official Records I County of I CONFORMED COPY 1.00 Butte I CANDAM J. GRUBBS I County Clerk -Recorder! I I BW 010:83AM 20JJ-Sep-j2M I (jPage 1 of 3 jjII 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 T STEPHENS REAL PROPERTY OWNER/LESSOR P.O. BOX 1135 MAILING ADDRESS PARADISE BUTTE CA 95967 CITY COUNTY STATE ZIP 60 DUTZEL LANE 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 05-0582 (530)538-7541 BUILDINGPERMIT N0. TELEPHONE NUMBER — . A Wk SI ATURE OF LOCAL ENCY OFFICIAL DATE SERENITY HOMES DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FUQUA HOMES, INC. 2005 - 1392 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER , 19754A/B/C - 56 x 25' 8", 468 x 12' 10" ORE471947/8/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER (04-L.2�50;2SO HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 3 Ci 12/13/2004 12:20. FAX 53U 6UU U0.31 rivGLllx 111111 OlAu xxxxr, wwi�.... ..�.. ORDER. NO.BU-166286-2 CH DESCRtPTIOPI THE:,LAND REFERRED TO IN THIS REPORT. IS SITUATED'IN THE. STATE OF. CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS PARCEL Ia COMMENCING AT THE NORTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 20 NORTH, RANGE 4 EAST, M . D . B . .&* M. ; THENCE EAST .ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION.4; A DISTANCE OF 500 PARALLEL FEET; THENCE SOUTH AND OF SAID .TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER SBCTION 4, A DISTANCE OF 340 FEET TO THE PO INT. OF :BEGINNING FOR.TgiE.PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST. QUARTER OF SAID SECTION 4,.A -'DISTANCE OF 341 FEET; THENCE EAST AND . THE: NORTH LINE OF SAID SECTION PARALLEL WITH 4, A DISTANCE OF 820 FEET TO A ON THE EAST, LINEPOINT .OF. SAID SECTION 4; THENCE NORTH ALONG.THE EAST 'LINE -'OF -SAID SECTION 41 A DISTANCE : OF 341 FEET TO A' POINT THAT BEARS'. EAST AND -PARALLEL TO THE NORTH -LINE -OF SAID SECTION 4 FROM THE POINT OF BEGINNING; THENCE WEST AND PARALLEL TO THE NORTH'.LINE OF SAID SECTION 4, A DISTANCEOF 620 FEET TO THE POINT. OF BEGINNING. EXCEPTING THEREFROM AN .UNDIVIDED' 1/4 INTEREST.IN ALL OIL, GAS,. AND OTHER HYDROCARBONS AND MINERALS'BY JEANETTE WAS ILSON, ALSO KNOWN JANNET WILSON, UNDER DEED. R 3, 1943IN BOO RECORDED AUGUST 1, K 290', PAGE 4@1, OFFICIAL RECORDS. PARCEL:ZIa A RIGHT OF WAY FOR ROAD PURPOSES OVER -THE WESTERLY 60 FEET OF THE EAST H!LLF .OF THE EAST. HALF OF SECTION 4, TOWNSHIP 20 NORTH, ..RANGE - 4 EAST, M.D.B. &.M., LYING NORTHERLY'OF THE OROVILLE-CHEROKEE ROAD; PARCE__L IIIc A RIGHT OF WAY FOR ROAD PURPOSES OVER.A STRIP OF LAND 60 FEET' -IN WIDTH; THE CENTERLINE.OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE EAST HALF OF .THE NORTHEAST. QUARTER OF_SECTION.4,'TOWNSHIP 20 NORTH, RANGE 4 EAST, M.; THENCE SOUTH ALONG THE WEST .LINE. -OF THE EAST HALF OF CONTINUED Deser:. mon Come criptio But Ordn: mte,CA Document-yQar-DOOM 1999.40795 Page: 2 of 3 nt: Received Tioe Dec, 13,.11 HAM RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 20 -Sep -2005 2005-0056756 r 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 T STEPHENS 7 COUNTY CENTER DRIVE REAL PROPERTY OWNERILESSOR - OROVILLE BUTTE CA P.O. BOX 1135 CITY COUNTY STATE ZIP MAILING ADDRESS 538-7541` • BUILDING PERMIT NO. PARADISE BUTTE CA 95967 CITY COUNTY STATE ZIP 60 DUTZEL LANE SERENITY HOMES INSTALLATION MAILING ADDRESS, IF DIFFERENT NONE, 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 MAI JNG ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-0582 (530) 538-7541` • BUILDING PERMIT NO. TELEPHONE NUMBER al 1 -I Q-0 Sl ATURE OF LOCAL ENCY OFFICIAL - DATE SERENITY HOMES DEALER NAME (if not a dealer sale, write "NONE") NONE, DEALER LICENSE NO. FUQUA HOMES, INC. 2005 1392 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 19754A/B/C 56 X 25'8", 46' 8 X 12'10" ORE471947/8/9 SERIAL NUMBER(S) _ LENGTH X WIDTH . INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 041-250-250 SEE ATTACHED HCD FORM 433(A) REV. 8/91 12/13/2004 12:Y0 11 -AX 53U 25U9 9531 f1uLL11x rvntivlvnL txxLn ��� ORDER NO. '13U-166286-2 CH DESCRx PTIOAi THE LAND REFERRED TO TN THIS REPORT IS SITUATEb IN THE STATE OF. CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL Ia COMMENCING AT THE NORTHWEST .CORNER• OF THEEAST HALF' OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 20 NORTH,"RANGE 4 EAST, M . D . B - .&'M.; THENCE EAST ALONG THE NORTH LINE " OF THE NORTHEAST QUARTER OF SAID SECTION.4; A DISTANCE OF 500 FEET; THENCE SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE OF 340 FEET TO THE POINT. BEGINNING FOR- TgiE. PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF. THE NORTHEAST. QUARTER OF SAID SECTION 4,.A DISTANCE OF 341 FEET; THENCE EAST AND PARALLEL WITH . THE: NORTH LINE 'OF SAID SECTION 4, A DISTANCE OF 8l0 FEET TO A POINT ON THE EAST LINE .OF SAID SECTION 4; THENCE NORTH ALONG THE EAST LINE ' E SAID SECTION 4, A DISTANCE OF 341 FEET TO A POINT THAT HEARS"EAST AND -PARALLEL TO THE NORTH LINE OF SAID SECTION 4 FROM THE POINT OF BEGINNING; THENCE WEST AND PARALLEL TO THE NORTH*'LINE OF SAID SECTION 4, A DISTANCE- OF 820• FEET TO THE POINT. OF BEGINI�YING. EXCEPTING THEREFROM AN UNDIVIDED'.1/4 INTEREST IN ALL OIL, GAS,. AND OTHER HYDROCARBONS AND MINERALS BY JEANETTE WILSON, ALSO S A JANNET WILSON, UNDER DEED.RECORDED AUGUST 13 N A PAGE 491, OFFICIAL RECORDS. , 1943, IN BOOK MOWN PARCRL.In A RIGHT OF WAY FOR ROAD PURPOSES OVER THE WESTERLY 60 FEET OF THE EAST HAi,F OF THE EAST HALF OF SECTION 4, TOWNSHIP 20 NORTH,.RANGE 4 EAST, M.D.B. &.M., LYING NORTHERLY OF THE'OROVILLE-CHEROKEE ROAD; PARCEL SII, A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET -IN WIDTH; THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT .THE NORTHWEST CORNER OF THE EAST HALF OF .THE NORTHEAST QUARTER ,OF SBCTION.4,RANGE 4 EAST, •TOWNSHIP 20 NORTH, M.D.B. M.; THENCE SOUTH ALONG THE WEST LINE OF THE EAST HALF OF `CONTINUED Description: Butt@,CA Document_year DocID 1999.40795 Page: 2 of 3 girder.- mon Commeri t : Received Time Dec,13. 11:36AM 12/13/2004 12:20 FAX 530 899 9531 14*lllL''L1'1'Y 114AIJU1VAL '1'1'1'LL' �Jvuuivvu ORDER NO. BU=166296-2'CH' DESCRIPTION - CONTINUED PARCEL III: CONTINMD 'THE-ORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE OF 681 FEET TO THE POINT OF BEGINNING FOR SAID,- CENTERLINE; THENCE EAST AND PARALLEL WITH,.THE NORTH LINB OF SAID SECTION 4; A DISTANCE OF .1-320N FEET TO'A POINT ON THE EAST LINE OF SAID SECTION 4. AND .THE END OF SAID CENTERLINE: EXCEPTING THEREFROM THAT:PORTION. OF SAID RIGHT OF WA THE BOUNDARIES OF THE ABOVE DESCRIBED PARCEL I. Y LYING WITHIN gescription: 9utte,GA Document-Year.DoclD 1999.40795 Page: o3 of 3 order: mon Comment: , Received Time Uec,13. 11,36AM 0 BUILDING PERMITS NUMBER: 05-0582 Address or location of unit: 60 DUTZEL LANE, OROVILLE CA 95965 Legal Description of Real Property: 041-250-059 SEE ATTACHED 0 (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 T. STEPHENS Owner's address: P.O. BOX 1135, PARADISE CA 95967 INSIGNIA OR HUD NUMBER: ORE471947/8/9 4 SERIAL NUMBER OR V.I.N.: ' 19754A/B/C MANUFACTURER'S NAME: FUQUA HOMES, INC. YEAR: 2005 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 4 H.C.D.513C 6 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 (M6BILEHOME) 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 T STEPHENS • 7 COUNTY CENTER DRIVE REAL PROPERTY OWNERILESSOR OROVILLE BUTTE CA P.O. BOX 1135 ` Zip MAILING ADDRESS 538-7541 BUILDING PERMIT NO TELEPHONE NUMBER PARADISE BUTTE CA 95967 CITY COUNTY STATE ZIP 60 DUTZEL LANE - NONE INSTALLATION MAILING ADDRESS, IF DIFFERENT DEALER LICENSE NO. 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 05-0582 (530) 538-7541 BUILDING PERMIT NO TELEPHONE NUMBER g-10-05. SIGNATURE OF LOCAL ENCY OFFICIAL DATE SERENITY HOMES DEALER NAME (if not a dealer sale, write "NONE") - NONE DEALER LICENSE NO. FUQUA HOMES, INC. 2005 1392 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 19754A/B/C 56 X 25' 8", 46' 8 X IT 10" ORE471947/8/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNLVLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 041-250-250 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE- County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. .12/13/2004 12: LU. FAX 53U MUU U031 rlurLllx IVf111WVf1li'111L6 ORDER. NO. 'BU-166286-2 CH DESCRIPTION THE:; LAND REFERRED TO IN THIS REPORT. IS SITUATED. IN THE STATE OF. CALIFORNIA, COUNTy OF-BUTTR,.AND IS DESCRIBED AS FOLLOWS:' PARCEL Is COMMENCING AT THE NORTHWEST CORNER OF THEEAST HALF' OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 20 NORTH, RANGE 4' FAST M.D.-B- . & M. ; THEIJCE EAST .ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION.4; A DISTANCE OF 500 FEET; THENCE SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER . OF SAID SECTION 4, A DISTANCE OF 340 FEET TO THE POINT. OF :BEGINNING FOR.TitE.PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST. QUARTER OF'SAID SECTION 4,.A:DISTANCE OF 341 FEET; THENCE EAST AND PARALLEL WITH THE: NORTH LINE 'OF SAID SECTION 4, A DISTANCE OF 8 0 FEET TO A 'POINT ON THE EAST. LINE LINE .OF. SAID SECTION 4; THENCE NORTH ALONG . THE EAST BEARS , E SAID SECTION 4, . A DISTANCE : OF 341 FEET TO A POINT THAT EAST AND. PARALLEL TO THE .NORTH LINE OF SAI.D SECTION 4 FROM THE POINT OF BEGINNING; THENCE-WEST AND PARALLEL TO THE NORTH .LINE OF SAID' SECTION 4, A DISTANCE OF 820 FEET TO THE POINT. OF BEGINNING. EXCEPTING THEREFROM AN. OTHER HYDRUNDIVIDED 1/4 INTEREST IN ALL OIL, GAS, . AND ' OCARBONS AND MINERALS BY JEANETTE WILSON, ALSO KNOWN AS JANNET-WILSON, UNDER DEED RECORDED AUGUST 13, 1943, , PAGE 481, OFFICIAL RECORDS. IN BOOK 290 PARCEL A RIGHT OF WAY FOR ROAD PUR1?OSES OVER THE WESTERLY 60 FEET OF THE EAST HALF-.OF THE EAST.HALF OF SECTION 4, TOWNSHIP 20 NORTH, ..RANGE 4 EAST, M.D.H. &.M., LYING NORTHERLY OF THE''OROVILLE-CHEROKEE ROAD: . PARCEL STI t A RIGHT OF WAY FOR ROAD PURPOSES OVER .A STRIP OF.,LAND'60 FEET'-IN WIDTH; THE CENTERLINE. OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE EAST HALF OF .THE NORTHEAST. QUARTER OF.SBCTION.4, TOWNSHIP 20 NORTH, RANGE 4 EAST, M.; THENCE SOUTH ALONG THE WE9T.LINE OF THE EAST HALF OF CONTINUED Description: Butte,C,A Document -Yea' DoclD 1999.40795 Page: 2 of 3 Drder: mon Comm ht Received Tir�ie Dec 11 HAM -12/.13/2004 12: 20 'FAX 530 899 9531 VIDELiTY INAIJUNAL T1TLL' W.JUvui vvu - Description: Butte,CA D66umenf-Year.Doc girder: mon Comment::ID 1999.80795 Page: 3 of 3 Received Time Dec -,13- 11:36AM 1Z/13/ZUU4 1Z:lU r'AA 031) duu UD41 V1UCL111 1VH11WVHL 111LC PAR/C RECORDING REQUESTED BY MID VALLEYTITLE CO. AND WHEN REdORDED MAIL TO: JAMES T. STEPHENS P.O. BOX 1135 PARADISE, CA 95967 A.P,N.. LHJ VVY/ V VV IIIIUIIIIf Illlfltillllltfllllllll 1 999--St104tfb795 Recorded Official Records Coun��tyY Of. BtJI-TE . CANDWE J. MOBS Recorder ROSEWIRV DICKSON . Assistant 19:53AM 23 -Sep -4999 REC FEE 13.80 TAX 41.60 Nikki Page 1 of 3 Above This Line for Recorder's Use Only Order No,: Escrow No.: 166286CH GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLAREW THAT DOCUMENTARY TRANSFER TAX IS: COUNTY 1.80 X I computed on full value of property conveyed, or computed on full value less value of liens ar encumbrances remaining at time of sale, X' ] unincorporated area; [ ] Town of and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, RONALD A. LANDREE AND PATRICU J. LANDREE, TRUSTEES OF T11 E LANDREE FAMILY TRUST, DATED NOVEMBER 20, 1997 hereby GRANT(S) to JAMES T. STEPIIENS, AN UNMARRIED MAN the following described property in the UNINCORPORATED AREA, County of BUTTE State of California; See Legal description attached hereto and made a part hereof. THE LANDREE FAMILY TRUST, DATED NOVEMBER 20, 1997 B9 e4v("4� By: i PATRICIA J. *LXWDREEITRUSTEE Document Date: teinber : 4 1999 STATE OF CALIFORNIA AS COUNTY OPS LMRA on a before ne, U%AkS personally appeared m k tf@Q personally known te me (or proved to me on Use basis of rubbetory evidence) a be the persons) whose nente(i) is/are subscribed to the within instrument and acknowledged to ale that ahe/abe/they exeatted the same in his/hsr/dselr authorized capacity(in) and that by his/her/their signatures) on the.instrutnent the persons) or thea f which the personm s) acted, executed the instruent. W1'1' hent and o . A Signature This area for official notarial goal. DENNIS R. PEDE SEN n Comm. S {� NOTARY PUBLIC-CAUFORIUA Come C1,318County M �• �; Qty Cp;;;,,� �rpus Au3. 15,1001 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below Desdrtption: Received TimewDec,I3.'1I;36AM^99 40795 Peg®: 1 of 3 Order: mon Conmenc: .12/13/2004 12:20 ItAX 5JU 6UU U5s1 '/ DESCRIPTION t'lUL'L111 IVt\lluvotllL lllLc yJ vvui vvv ORDER NO. BU -166286-2 CH THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: COMMENCING AT THE NORTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 20 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE EAST ALONG THE NORTH LINE'OF THE NORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE OF 500 FEET; THENCE' SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE OF 340 FEET TO THE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE OF 341 FEET; THENCE EAST AND PARALLEL WITH THE NORTH LINE OF SAID SECTION 4, A DISTANCE OF 820 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 4; THENCE NORTH ALONG THE EAST LINE OF SAID SECTION 4, A DISTANCE OF 341 FEET TO A POINT THAT HEARS EAST AND PARALLEL TO THE NORTH LINE OF SAID SECTION 4 FROM THE POINT OF BEGINNING; THENCE WEST AND PARALLEL TO THE NORTH LINE OF SAID- SECTION 4, A DISTANCE OF 820 FEET TO THE POINT. OF BEGINNING. EXCEPTING THEREFROM AN UNDIVIDED 1/4 INTEREST IN ALL OIL, GAS, AND OTHER HYDROCARBONS AND MINERALS BY JEANETTE WILSON, ALSO KNOWN AS JANNET WILSON, UNDER DEED RECORDED AUGUST 13, 19430 IN BOOK 290, PAGE 481, OFFICIAL RECORDS, PARCEL II• A RIGHT OF WAY FOR ROAD PURPOSES OVER THE WESTERLY 60 FEET OF THE EAST HALF OF THE EAST HALF OF SECTION 4, TOWNSHIP 20 NORTH, RANGE 4 EAST, M.D.B. & M., LYING NORTHERLY OF THE OROVILLE- CHEROKEE ROAD. PSE_ L_ III, A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OFILAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 4,'TOWNSHIP 20 NORTH, M.D.B. & M.; THENCE SOUTH ALONG RANGE 4 EAST, THE WEST LINE OF THE EAST HALF OF CONTINUED Desorfption: Butte,CA Document- Year. DoclD 1999.40795 Page: 2 of 3 Order: mon Comment: Received Time Dec,13, 11:36AM 12/13/2004 12:20 'FAX 530 899 9531 IfIVELITY 1VATIUNAL 'HILL' 5 IpJVVU/VVU t ORDER NO. BU -166286-2 CH DESCRIPTION - CONTINUED r r PARCE%, LjX: CONTINUED 'THE NORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE OF 681 FEET TO THE POINT OF BEGINNING -FOR SAID CENTERLINE; THENCE EAST, AND PARALLEL WITH THE NORTH LINE OF SAID SECTION 4-, A DISTANCE OF FEET TO A POINT ON THE EAST LI.1320 NE OF SAID SECTION 4. AND .THE END OF SAID CENTERLINE. EXCEPTING THEREFROM THAT PORTION. OF SAID RIGHT OF WAY LYING WITHIN THE BOUNDARIES OF THE ABOVE DESCRIBED PARCEL I. 4 i S Description: Butte,CA Document-Year.DocXD 1999.40795 Page: 3 of 3 Drder: mon Comment: Received Time Dec,13. 1I:36AM Sep -20. 2005 8:18AM SERENITY HOMES No•3644� FP. 2`" ('' �)IrOP 6SPOR. 9F ION)AND HO NUMBER: BU$INE9ts, TRANSPORTATION AND HOUSING AGENCY 10 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT n DIVI$IOPP) Of CODES ANO STANDARDS 8735793. MANUFACTURED HOUSING PROGRAM � e , MANUFACTURER CERTIFICATE OF ORIGIN ❑ CHECK IF TH16 IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURIED HOME I R I t -,J464 QFl 3 "TRANSPORTABLE SEGpICNS: ' SFD (SINGLE FAMILY DWELLING) 0 MUMH (MULTI -'.UNIT MANUFACTURED HOUSING COMMF,RCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: ' Fuqua Homes, Inc. 90157 MANUFACTAURER ADDRESS: SUGGESTED RETAIL PRICE: 20495 Murray Road Bend OR 97701 $116,758 Slraet c Slate d7a MANUFACTUR€R TRADE NAME: MODEL NAME ND/OR'NUMa R: DATE OF MANUFACTURE: First Pointe 1392 05/20/05 NAME OF DEALER OR TRANSFEREE (OWNERSHI SFERRED TO): CALIF. DEALERAUMBER OR' DATE OF'TRANSfE'R: TRAN9Fj6%g4ffIGMATION;: 05/20/05 Serenity Homes DEALER OR TRANSFEREE ADDRESS: 2490 Bruce Road Chico CA 95926 (street C(State),TP), INVENTORY CREDITOR NAME: GE FINANCE• . i INVENTORY CKD)T... ADDRE 9: PO 136,x94900 ' ' PALATINE : IL : 6094-4900 $ECTIQN MANUFAGTVRER SERIAL NUMBER NCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH INCHES INCHES) W218H4 (POUNDS) . 1 19754 A' ORE 471947 672 154 t 2.00 22,600 2 1975413 ORE 4719.48 672' 154 22,600 19754 C ORE 471949 560 154 22,167 YD TRANSPORTER NAME: v PinARCIc T1 ansportation . TRANSPORTER ADDRESS: 26882 S. Holland RD Canby OR ' 97013 $u (C' t6ma ! 2 DESTINATION FOR UNIT DESCRIBED ABOVE: Chico CA Stephens pIAAAE 61(Oa1 'IC1 131mg)(zip) I CeRlIy URder Panalfy O/ Penury WWW "were a ON State G CI1� Nat Lt)4 00V0 tape are true ane t:errllat Bend Deschutes OR 05/20/05 (Data) (City) qL ` • y '+—•-. SIGNATURE OF AUTHORI$Q AGENT: _ . ?.. t .Y _ _ DIRTRtBUT10N: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDROR, UNLESS THERE 16 NONE. THEN FORWARD TO THE VUFECHA6ER (DEALER OR TRANSFEREES. COPY 1(WHITE) FORWARD To THE DEPARTMENT AT P.O; BOX 1028, SACRAMENTO. CA W012.142A.;QTHIN FIVE (51 DAYS OF RELIA$E. ' COPY'2 (YELLOW) DELIVER TO THE TRANSPORTER TO'ACCOMPANY THE UNIT TO ITS DESTINATION.'. COPY 3IGOLOENROD) TO BE RETAINED &Y-T'HE-MANUFACTURER. , HCD 463.0 - Side 1 • (7/27) NOTES, r 0\4 -3 RESIDENTIAL PERMIT NO. _r64- I' -�50659 I STEPHENS, T- m 60 DUTZEL LN, CHEROKEE CONT: JAEGER CONST i MH PERM FIND SPECIAL CONDITIONS CHECKED BY — SRA — FLOOD CERTIFICATE RE6. — FIRE SPRINKLERS REQ.'.. —SPECIAL INSPECTION:'ITEM8"-'. VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By-L�-lc Date f/ ELECTRIC Meter By 1 Date_ '.JOB FINALED (Date) f '.9 Signature U,004 1A7:K-� J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas and Electricity Tagged 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Car -1 Date Card B-1 Date MO E HOME INSTALLATION (Plans) OK except #'s 3. Hing Requirements -Setbacks -Easements 4. Footings; Size -Spacing -Marriage Line 5. as; MH Test -Demand -Valve -Connector 6. ectricity; MH Test -Crossovers -Breakers -Clearances 7. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date ' Card B-1 I Date Card B-1 Date PERMANENT END SYSTEM (ONLY) o ing Requirements -Setbacks -Easements otings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. VAer and Sewer Connected 8. as and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 7 Date Card B-1 Date Card B-1 Date Card B-1 �cr )i? -1,4 F1+ 3) as A9 �2 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4: Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining + 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI ' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval. 10. Plumb.; Cir. Test -Water Supply Test j 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 Re RESIDENTIAL (Single & Duplex) - = Not Applicable . =Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 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) 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 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 18. Water Pipe; Test & Anchor -Nail Protection 50. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 21. Test Tub & Shower, Second Floor -Tub Access 52. 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Property Line Firewall & Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 56. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Siding -Nailing Veneer 26. Size Boxes & No. of Conductors Stapled 58. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Glazing Area -Glass Protection -Skylights -Plastic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 60. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral 0 Yes O No Brace Interior/Exterior Wall Panels 32. Service -Riser Conductors & Ground Main Disconnect 62. 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Infiltration -Wal Is -Windows 35. Smoke Detector Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 64. 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Smoke Detector 38. Condensate Drain & Overflow, Size & Grade 66. 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 Elec. Trim & Subpanel, Breaker Sizes & Labels 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Cans 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor) 0 Yes C \ 83. Following Instld./Drive 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. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP050582 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 05/06/2005 APN: 041-250-059-000 the Business and Professions Code, and my license Is in full force and effect. License Class License Number: 3 6 �� Site Address: 60 DUTZEL LN ORO . / Date: G Contractor: Map Index: Description: NEW MH, EX S.ITE, PRM FND OWNER -BUILDER DECLARATION I hereby affirm under penally 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: STEPHENS JAMES T permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to rile a P O BOX 1135 signed statement that he or she is licensed pursuant to the provisions of PARADISE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95967 7000) of Division 3 of the,Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 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 (8500).): ❑ 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: JAEGER CONSTRUCTION Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 1459 MARKET ST provided that such improvements are not intended or offered for YUBA CITY, CA 95992 sale. If however, the building or improvements are sold within one 530-673-3885 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 sale.). Cl 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: JAEGER CONSTRUCTION not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1459 MARKET ST ❑ I am Exempt under Article 3 of the Business and Professions Code YU BA CITY, CA 95992 530-673-3885 Date: Owner: License #: 315798 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code,.for the performance of the work for which this permit Architect: ke is issued. Engineer: I 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 care rand policy number are: e Carrier: — - -E-r. ' Total Square Ft: 2036 S.F. Policy#: 272 —00005-11 Valuation: $132,340.00 Census Code: ' ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to 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. LID Date: --Z�,.' Applicant: — l� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), 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 ereby is ued.uV er the ap .,cable rovisions 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.) Resoluli s to dkIndic d above r whic fees have been paid. �— B. Dale: Name: PERMIT EXPIRES ON: Address: 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 19627.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 7—, Signature: Date: O Owner ❑ Contractor. ❑ Agent for Owner Agent for Contractor 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 "PLEASE PRINT CLEARLY" .OWNER Last Name S S irst Name ri tnn Address 6 ®1 -- City CL\\4_'Ok e � State CA -Zip y ,6 Phone CJ 32 - y r�� Fax E-mail CONTRACTOR Name u Address P'0 13,o 3 D 0 City \1 LAJGt State 6A- Zip Phone 6'13 - 3$$�'_ Fax E-mail Lic. # 31577*9 Class 1 ARCHITECT/ENGINEER Name / A Address City, G L� State G ZAP c)s52� Phone 3D2 Fax 3 E-mail State 5 2; u2mbe0r ' APP., LICANT NAME Name �7, Address 2q 5 (% City C C-0 State SRA Phone S66 _y 4/$Q Fax 66 _99X2_ E-mail APPLICANT SIGNATURE X For office use o I ; Zoning I Lj I Flood Zone SRA Yes No Occ. If hiring anyone other than license contractors, a certifrcat�s off"worker's compensation must be shown at the time of permit Issuance. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PILERMIT ' NO. BPOSD.5-b BIN # LOCATION Property Address � ]� /) LK City,,r t e� Cross Street - WORKER'S COMPENSATION Policy Number 2_7;�- _ ®D D© S/ `1 Carrier S � 1•� r Q If hiring anyone other than license contractors, a certifrcat�s off"worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address OVER; FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq: Footage ';� O:3 i', ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the exl»ration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department: costs are not refundable. Received by:/ y%� Amount: Sb 3 Receipt #: f /�� Date: ,,, AL1 Uther I`7 i.,u- REV 7-27-04 I N. E.H. USE ONLY P102 Plan Artoched R00I Plan Anacfted-____:�e-y sent to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0// -OS-7 Owner Location AP# Plan Approved for: Sewage Disposal v` Water Supply: Public Private Well ✓ Clearance for -Z dwelling. Other /6 Hold final for: Final clearance O.K. for: NOTE. - ------------- Le=- Environmental He altk$/Pe cia list Date 8/96 I Poog2 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 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ � r7 P S / Wl �� � � � � I OWNER: ❑ ASSESSOR PARCEL NUMBER Proposed Building Use: �1�'3ti /� r [-�j IT -E, PAP"'rCou ter Technician: � 7 Date: required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ZItems / 0 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. \ ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. tf - 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in Contractor's license information. (Number, Name Style, Classification) ................... ❑ 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 Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 1 N must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form \-f 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. SPI 16. Other 14- Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ �❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet............ ❑ 22. 23. 24. City of Chico Plumbing permit........................................................................ California Department of Forestry plan approval _Q,paid-.'Sent- y: Planning approval (A) Use: B)Parking: (C) Parcel Check: <_- 2 v ❑ "_-1Z, 25. Contact Land Development about _ Improvements, _ Drainage ......................... j 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy -Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 1 N 32. 33. Letter of Signature authorization ...................................... :............................. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance ............................... ............................. ❑ 35. Existing violations and/or expired permits .... ..................... .......................... ❑ �N 36. 37. Deed. esstriction ...............................................................9 ..................... 26rant Deed, ❑ M.H. Title/Sta ent o Fac s, ❑ Letter from Le I Owner, ❑ Check to H.C.D. $ ❑ 38. Other: KA ❑ 39. Other: When issued Telephone and hold for pickup. 1 have been informed of the above i ems and9 egtPir ents for obtaining a building permit. Applicant: ::?�-�'- 1. Index permit application for the abo a ms numbered: Additional items required iZ 3 Date: 21/1//o Plan Check Lett f designerWwrasadvise o the above data ' hone, ❑ mail, ❑ counter, by ontr c o esignas advised of the above data by phone, ❑ mail, ❑ counter, by s reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division -Date: V Date: >CJ _ Date: J Date: _ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District / t\ 1 `1, Building Department No. 05. Aga A.P. Number OLA • a ,—O U -> Jurisdiction: City County Property Owner Property Location/Address Subdivision 190 —p)n-;e Lot No. .................... ....... ..... ............................ :.... ............... ... ..... ....... Residential Development Q Q Q 's Sq. Footage No of Living Mobile - Home Addition/ *Supplemental to (Group R) Units In§tallation Conversion Permit # *(No foundation inspection) ............................................................................................... _ ... Commercial/industrial Building Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) 0 o Sq. Footage New Addition (Including Exterior Roofed Areas) Baas, � five Date District Identification No. 050294 50294 C� 12 V' ( I ( lcal School District certifies that r (Street Address) has complied with the requirements of Resolution No. ' representing �� square feet. School District Representative Paid by Check # —� Remarks: (Applicant) �/�/� (Phone Number) (State) (Zip Code) o5 .C1 0 by payment of $ 2926 $ FULL MmGATION $ 0 -5 -lo & 16 - Date Notice: You may protest the Imposition of the fees idardiliad above by submitting a written protest to the District. In compliance with Government Code section 66020(x), within 90 days from the date fess ars paid. Failure to submit a timely written protest wlll'prohibit ' you from challenging the Imposition of the fess In any court action. N, subsequent to the school District Representative signing this Butte County Schools Impact Fee CerNNaGon Form, the School District In notched by the applicable Local Manning Agency that this project Is being mviw od under the California Environmental Quality Act (CEQA). this project may be subject to additional school fess to fully mitigate. Its Impact on the school districtls schools. White (applicant), Yellow (building department), Pink (school feeformads 0 1 [UTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ,& FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) D PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) G `C J Building Pen -nit Number Property Owner (s) F 5 Project Location /Address (5, C) Subdivision Name Assessable Sq. Ftge b��o New Development Alteration/Addition(s) Mobile home Type of Residential Development (check one) Single Family -Detached Single Family -Attached Non -Residential to Residential Multi -Family Dwelling Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Comments: Building Date ❑ FRRPD 0 CARD ❑ PRPD 0 DRPD certifies that: 1(d verified by Building Department lApplicant Name Phone Number I�y�V� l "t�i`Lt� Olt-45;<v—P-2-2 Mailing Address City "State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: per unit for a total of $ 0 � fS per sq foot for a total of $ Receipt No: %L2� C71 Recreation and Park District Representative 6ate V AVnVNAC%Llr lr7 T1TKIr. FnRAAC\ngrlr_rPr. cranrlard form rev Ldoc COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER ��'P/`iZ—N� / 19��� AQP. # PROPROSED BUILDING USE A)&=,i /'m H" S T � /�DATE_A� BUILDING PERMIT FEES 9 q RECEIPT # DATE REC. ---Balance Due .................... $ --- Additional Fees Due........... $ Vised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES &bW 6H (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units ommercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 61 (paid at Building Division) 3s Residential (per unit)..... l X = $ q 3c, S # Units Amt. C ercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5—;'—L I _U 5. RECREATION DISTRICT FEES F2tratz--rZ /`—t VL`YZ lv (paid at Recreation District Office) (form available after Plan Check) 6. T RMALITO DRAINAGE DISTRICT FEES 0.00 "(paid Building Division) SRA FIRE INSPECTION AND PLAN CHECK FEE ai at Building Division) (,/"I 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. C mmercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. q l0. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE�� 645— 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 projector from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Q.QArTMEWT p� uTTF0 �o o I �i A --mimm— 5 UeUc V4 0 Department C o u n t J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 -County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 9 ACRE1 Project Description: Project Location and/or Parcel Number: 6,ql— .2-5-0— By 60— By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: �Z-�– Title: �- Date: Less than l Acre TTPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 COSY of Document Recorded 04 -liar -2005 2005-0012342 Has not AND WHEN RECORDED M`: IL TO: originalbeen compared Nlth BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE BUTTE COUNTY RECORDER OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or 'included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agriculturalchemicals, including, but not limited to herbicides, pesticides, and fertilizers; .and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 5&6- *1IT A -t -N -,E -.D p �5t1z P T1 o "J Date Z TID State of California County of &A�L On �uo I I lith PROPERTY OWN I,I,.PJ'P�l: STEP DROV Pf+ ! (. personally appeared LLMU PVT5unwny ifnown4oane.(or proved tome on the basis ot satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that heEshe/they executed the some in hWher/their authorized capacity(ies), and that by h'isflrer/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 /��eLlp� A / BLISS DEN /U " # 1399913 Signature �i�-� Seal: s r�.ic. cnumamm A.P. # Mt -06 ^OIJMY cow.111 139991° NOTMY * CIWF B fI , tM Comm.'em. BBB. 10. 1.2/13/ZUU4 IZ:ZU. VAA 90 ORDER NO-*BU=*166286-2 CH D96ciliftION THE LPM REFERRED TO IN THIS REPORT- IS SITUATED IN THE. STATE OF CALIFORNIA, .'COUNTY. OF BUTTE, AND IS DESCRIAED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE EAST' HALF OF THE NORTHEAST ST OUARTER.OF SECTION 4, TOWNSHIP 20NORTH, -RANGE 4 EAST, M.D, B... & M.,. THENCE EAST ALONG THE NORTH LINi3'.OF THE NORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE, OF 500 FEET; THENCE SOUTH AND PARALLEL TO THE, WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER'. OF SAID SECTION 4, -A DISTANCE NCE OF 340 FEET TO THE POINT or. 'BEGINNING P OR.'THE. -PARCEL OF LAND HEREIN DESCRIBED; THENCE SOUTH AND PARALLEL TO TilE 'WEST LINE OF THE EAST HALF OF THE NORTHEAST. -QUARTER OF SAID SECTION 4,. A'DISTANCE or 341 FEET; THENCE EAST AND PARALLEL WITH THE NORTH LINE'OF SAID SECTION 4, A DISTANCE OF 6�0 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 4; THENCE NORTH ALONG THE EAST 'LINE OF 'SAID SECTION 4, -A DISTANCE or- 341 FEET TO A POINT' THAT. BEARS EAST AND.PARALLEL TO THE NORTH -LINE OF SAID SECTION 4 FROM THE POINT OF BEGINNING; THENCE WEST AND PARALLEL TO THE NORT fl'.LINE OF SAID * S13CTION 4, A - DISTANCE OF 820 PEET TO THE POINT. OF BEGINNING. EXCEPTING THEREFROM AN UNDIVIDED 1/4 INTEREST IN ALL OIL, GAS,.AND OTHER FlYDROdARB'ON'S AND MINERALS BY JEANETTE, -WILSON, ALSO KNOWN AS JANNET WILSON UNDER DEED RECORDED 'AUGUST 13, 1943, IN BOOK 290, PAGE 401, :OFFICIAL RECOR'DS.' A RIGHT OF WAY FOR ROAD PURpOSpS 0 PAST lVq,F.OF OVER THE WESTERLY 60 FEET OF THE 'THE EAST. OF SECTION 4, TOWNSHIP 20 NORTH, ..RANGE 4 EAST, '-M.D.B. M LY . ING VORTIiEgLy OF THE OROVILLE- CHEROKEE ROAD: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP oF.LAND 6 WIDTH, THE CENTERLINE OF WHICH IS DESCR0 FEET IN DESCRI13ED AS FOLLOWS: COMMENCING AT -.!hrE NORTHWEST CORNER OF ME EAST HALF OF. THE NORTHEAST. QUARTER OF -SHC"TION 4, 'TOWNSHIP 20 NORTH M B. & M. li THENCE SOUTH ALONG 1, RANGE 4 EAST, ALONG THE- - WEST LINE OF THE EAST - HALF OF CONTINUED "09riptl i dn:. Butte, CA.Documb nt-Year. DocfD lgqq.40795-Pa' Order: `monComwlit: go: 2 of 3 Received Tiriie Dec. 13'. - I I :36AM - 12/.13/ZU04 I : Z VAA uoU uaa uuu.. DESC"R;iPTION - CON' !i=D PARC -I., a CONTINUED 'THE --NORTHEAST. QUARTER OI' SAID SECTION 4, A DYSTANCE OF . 6 ©1 FEET TO THE POINT OI' BEGINNING FOR SAID. CENTERLINE; THENCE BAST. AND PARALLEL WITH, -THE -NORTFI ,INH* OF SAID SECTION �] A DISTANCE OF'... AN 320 FEET TO.:A."POINT ON T'HE EAST LINE OF SAID SECTION; 4. AND .THE END .OF SAID CENTBRLINE. EXCEPTING TEIRREFROM THAT PORTION, OF -SAID RIGHT OF4 WAY LYING WITHIN THE BO0NDARIES OF THE -ABOVE DESCRIBED PARCEL .I, Description: .Butte, CA DoaumanE-Year.DocSD 1999:40795 Page: 3.of 3 Prder. mon Cohiment: Received Time Dec .'13. 11:36AM { 1. Butte County Department ofDevelopinent Sel-vlces UTTF 7 County Center Drive <.' = ° Oroville CA 95965 °`` ° o o (530) 538-7601 Telephone (530) 538.7785 Facsimile cOUN�y 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, Envirorunental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained o 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: APN: O V j Building site address: G ��� L"''^�- Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT Copy to Appticant/EH/File -;� N e-� D?. E K:Forms/BldgPertnitwithoutClearences 020705 11 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES MAI? a8 2005 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 "PLEASE PRINT CLEARLY" OWNER Last Name t S irst Name T I Address f ; j7_ C.. - City Ct,t_ State Gr�4- Zip y6 Phone 5 3,1 _ q s-qo Fax Sb E-mail CONTRACTOR Name -j7&4 Address 3 p. City G_ State Zip Phone6-13 —38$� Fax _�yF2 E-mail Lic.# 911- Wg Class Ar ARCHITECT/ENGINEER Name"-- ' A-. Address -7 Sr rr� City C G� StateGAJ Zip �iiS52JP Phone '��- Fax 3 `�v�--�Y�g� E-mail State License Number APP; LICANT NAME Name Address City Com: State Zips b' Phone Fax E-mail APPLICANT SIGNATURE X — For office use 41y: Zoning Property �`fin) Flood Zone Cross Street SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. B:PQSO.Sb BIN # LOCATION AP# �` / _ ®HCl CAddress Property �`fin) City Cross Street WORKER'S COMPENSATION Policy Number 27� — 0O 0 5-/ �1 Carrier 5 F:�14 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 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: 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 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. Cj %6 Received by:� Amount: C ,Bldg 3 Receipt #:q7, �S6 2'C�S6 Date:, ,,I Other Q7(-161 Total REV 7-27-04 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. BP050582 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 05/06/2005 APN: 041-250-059-000 the Business and Professions Code, and my license is in full force and effect. License Class :/ License Number: -3 Site Address: 60 DUTZEL LN ORO . Date: .`f �G�� Contractor: Map Index: Description: NEW MH, EX SITE, PRM FND OWNER -BUILDER DECLARATION I hereby affirm under penally 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: STEPHENS JAMES T permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a P O BOX 1135 signed statement that he or she is licensed pursuant to the provisions of PARADISE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95967 7000) of Division 3 of the -Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the 'structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: JAEGER CONSTRUCTION Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 1459, MARKET ST provided that such improvements are not intended or offered for YUBA CITY, CA 95992 sale. If however, the building or improvements are sold within one 530-673-3885 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 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: JAEGER CONSTRUCTION not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1459 MARKET ST YUBA CITY, CA 95992 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 530-673-3885 Date: Owner: License #: 315798 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: j 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 carry and policy number are: Carrier: 141X-_ �"'+�' �w6� Total Square Ft: 2036 S.F. Policy#: x-72—eo6D5,-1°/ Valuation: $132,340.00 Census Code: ' ❑ 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any manner so as to �I• 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: - Applicant:�''�–�— WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permiijalfiereby ls6ed u' er the ap icabie rovisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the of the work for which this permit is issued (Sec 3097 Clv.) 11 Resoluti s to �dkndic d above)6r whic fees have been paid. performance By: Dale: Name: ��11 PERMIT EXPIRES ON:� Address: Date O 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_ D' Notification In accordance with Section 19827.5 of California Health 6 Safety Code Is not applicable to the scheduled construction of this project. Cl Attached are copies of the required E.P.A. notification forms. I hereby certify that 1 have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance .of any official form or document of Butte County. I hereby authorize representatives of Butte County toenter upon the above mentioned property for inspection purposes. Print Name: •i� G+ G�/ "`" Signature: Date: ,.❑ Owner ❑ Contractor 0 Agent for Owner Agent for Contractor COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive * Oroville, CA - (530) 52i&�541 4 CORRECTION NOTICE OWNER PERMIT NO A routine inspection indicates that the following violations of Butte County Ordinances exist at. ."A 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. Date Inspector Al 1_"'1 len REV 4/05 Phone# FOR. RE -INSPECTION CALL: 538-7636 OR 891-2834 Ir J SITE PLAN REVIEW APPLICATION Date: AW6# lbe 260 AP# Permit Number (if applicable) 05: 05-82 . Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: s. f &`"n Owners Address: Telephone No.: Situs Address: Proposed Use: dD Da�-za1 644,0, - 64el.-WIe.e Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑. Temporary. Travel.Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel t ❑ Septic F] 'Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable . ❑ N/A ❑ Other: , Brief Explanation (if necessary): 6461f DO NOT WRITE BELOW THIS LINE . DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site 1 n Starnpej Approved By Date AQoP 1 r%F S z ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: k • Flood Panel No.: Index Date: ❑ 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 f ❑ Minor Variance ❑ Variance -------=---------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning:_Q Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. IN CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side ' Side Street Rear C S Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. IN CDF approval needed for encroachments into SRA setbacks. Page 2of5 J Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By 01 Deeds: Date of Creation: JCJQ0, 3?_� Legal Access Provided: Deed of Reference: E - 2-z - (9( Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No Yes, Road Name: Complies with County Standards for Deed Creation: No 0 Yes Comments: /44 r GP Uvl Q / f r Parcel Deemed to be legal '❑ No Yes ❑ No Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision ME/Parcel MaaR: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ■❑ Page 4of5 0 C 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. CAI.arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING March 16, 2005 James Stephens 60 Dutzel Lane Cherokee, CA 95965 Subject: Building Permit Application 05-0582(APN: 041-250-059); Mobile Home Dear Mr. Stephens: The Butte County Department of Development Services, Planning Department, have reviewed the submitted permit, and require the following information to continue the review process. Creation Deed: the deed that created this specific parcel. The document could be obtained at the County Recorders Office, or through a title company. Please return the document to Butte County Development Services, Planning Department. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Sinc ely, Stephen Street r Planning Manager ir �P,�)�': `ilt �, >,!'' ...}�4.?.I,.��,\..d;,tF`r i� ,:J trt�y'*J.��,;�p,P. kf y'jtf•�.''cd".`ti•;.:���..;�.y;:,.: . /)1 ^^-((��//77 1004440 �A,.E•J�.r4,.• at, L:u ri! r , r` �r. 1 � tc t ��1Pr•h a � a t ., r a , Itttroried at the reaw t frot` K„ Iv�.f ,rk' ,•}' RtX�1 REfaVEST Or ING AUIQ 22.r Return to ,r,' :ai 1; �� <..:•, %'�": '�t wiA. pi1':_.�.. � it«l - i`-' ......... flRVtQ't':"OR:" W i'AIYeII�'ep�J�ai ATTORMY AT �'''" ` '':: "OFCICIAU' R4GORD5 OF _.....»_. _...t1H !PM 1May�yw'��:`':-.._..i1',=-'+>`„}!"'y;, "9VTTi COUNTY. CALIFORNIA tt0�00t� � . ~_ "•. CI " :1._ ,r�8d moomim ncc nckw L�.1t alive . E'1 ra.. 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DEPARTMENT OF HOUSING AND COMMUNITY DEVELCIPMEN'I+ DIVISION OF CODES AND STANDARDS ' REGISTRATION AND TITLING PROGRAM"" STAT7FMENT OF� FACTS This unit is a: � Mobile 0 Commercial Coach E Floating Home Truck Camper Decal (License) No.(s) Trade Name QvtA- I/We, the undersigned, hereby state: Serial No.(s) I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit,. fo'r any loss they may suffer resulting from registration of the above-described unit in, California, or from issuance of a California certificate of title.covering the same. I/We certify under penalty.of perjury that the, foregoing is true and correct. Executed on at (Date) (City) (State) Signature(s) Printed name s) -T +� 9 eP-"Cg._ �J City State y� Grp- q,6 � v►'�7�O , urn A-74, /U FV 0/011 -01/24/05 10.10 FAX -1.541 382 3066 FUQUA HOMES INC'. ARLIN GTONj TEXAS APPROVAL: CUSTOMER-STEPHENS RETAILER -SERENITY HOMES DRAWN BY -B.. HOSKIN DATE.- 1/24/05 to FUQUA'llOHES 4 SERENITY HOMES 4di 003/003 E3END,OREGON DIVISION CSR-1392DR-30 COLUMN SUPPORT REQUIREMENTS MODEL: 1.392DR ROOF LIVE I—OAD'- ROOF DEAD LOAD: LENGTH: 56.'-0" 30 4.-1 gtwg- 10 WIDTH: , 38"—.6" P-9 O F r- uo %6 N4 00 pe) M S R Q p N Iry " G L _# #1 - K J 1. #9 00 I o I j AL LID ro 00 #13 is # 1 2riY F 142 #1 I E Z C #31 Al uo #4 'c' -w -HAL _0 N 17 53"414 COL. DOWNWARD LOAD (LOS) COL. DOWNWARD LOAD (LBS) COL DOWNWARD LOAD (LOS) 4 4450 299 ...2 4450. 9 4257 642 10 3829 4 .642 11 363G 834 12 2225 6.. 2118 i 13 24.81 7 2053. -BEARING -CAPACITY INTO THE SIZE Mul DETERMINED By DIVIDING THE SOIL . 3200 LOS, FOOTING OR PAD LOAD DOWNWARD LOAD- EX. S IL BEARING CAPACITY - 1500 PSF, DOWNWARD 3200 1.6S = -3 SQ. _Fl. Ll 2.1 FOOTING SIZE 150U [ISF MIN. 4000# RATE) PIERS.- AT 32" O.C. BELOW MARRIAGE LINE WALLS TRANSFER LOADING INSTALL. N 1S - ON' ENDS - REQUIREMENTS. PIERS 16 SEE SETUP MANUAL FOR IfOOTING ..SET '7 Received Time Jan - 24 - 9 39AM m In l �cr_ Ja -oIAJ. --^ ------ CENTER NE TYPICAL 'I'-6EA)A -J 'UW —HALF --- CENTER LINE TYPICAL 'I' -SEAM MAiRRWGE LINE �-------------------- -- •------------ ----- J--------- ----- CENTER LINE TYPICAL l -BEW 'B' -HALF' CENTER LINE TYPICAL T—BEAM MAR8IAGE LINE------ - --------------------- ----------- CENTER LINE TYPICAL T -BEAM- 7 'C' -HALF CENTER UNE TYPICAL 'I'-EEAVI o NrEF ----- 1) SE- TYFM FCUNrA7W?l LAYOUT SHEET FOR SPErIFIC'INFOAWMON AMUr RECO r:NDED-FWMATIOH.. . 2). SEE COLUMN SUP-= RMUIREIFEHT VEST FOR. SUPPORT,'RT.UAREl1EM5 AT THE NMRV&E CNE 3). Rum. TO SENP MNUAL FOR. ' =L WRING. B. PAD -SL IHFCRAd=N 4) THE VVEZtiL VADTH IS, FOR THE FDUNIWIGN' ONLY THE IMME WILL GROW EY AS MUCH ,AS 2'-- DUE TO MARELAGE UNE .EXPANSION. THIS DOESN'T NCLUDE SIDING' AND TRIM. DASHED UNE ARE THE CENTER LIKE OF THE 'I—BEAM" HITCH- END GAS 0 d• Q cc m In l �cr_ Ja -oIAJ. --^ ------ CENTER NE TYPICAL 'I'-6EA)A -J 'UW —HALF --- CENTER LINE TYPICAL 'I' -SEAM MAiRRWGE LINE �-------------------- -- •------------ ----- J--------- ----- CENTER LINE TYPICAL l -BEW 'B' -HALF' CENTER LINE TYPICAL T—BEAM MAR8IAGE LINE------ - --------------------- ----------- CENTER LINE TYPICAL T -BEAM- 7 'C' -HALF CENTER UNE TYPICAL 'I'-EEAVI o NrEF ----- 1) SE- TYFM FCUNrA7W?l LAYOUT SHEET FOR SPErIFIC'INFOAWMON AMUr RECO r:NDED-FWMATIOH.. . 2). SEE COLUMN SUP-= RMUIREIFEHT VEST FOR. SUPPORT,'RT.UAREl1EM5 AT THE NMRV&E CNE 3). Rum. TO SENP MNUAL FOR. ' =L WRING. B. PAD -SL IHFCRAd=N 4) THE VVEZtiL VADTH IS, FOR THE FDUNIWIGN' ONLY THE IMME WILL GROW EY AS MUCH ,AS 2'-- DUE TO MARELAGE UNE .EXPANSION. THIS DOESN'T NCLUDE SIDING' AND TRIM. DASHED UNE ARE THE CENTER LIKE OF THE 'I—BEAM" HITCH- END GAS 0 d• Q -M►V, r.mi"Ii ir. "The Better Idea Homes" 1' I� INTRODUCTION Fuqua Homes, Inc. has engineered, constructed and inspected each of its homes to conform to the Federal Mobile Home Construction and Safety Standards in effect at the time of manufacture. This manual contains specific instructions which are required to ensure the correct installation of your home. Even with this manual, the set-up should only be performed by a qualified installer. The testing of various utility systems and their proper connection must only be performed by experienced personnel. Compliance to the procedure§ in this manual are essential in order to maintain full warranty coverage and avoid service problems. It should be noted that many of the illustrations and instructions apply to mufti -sectional homes only and are not used in the set-up of single sectional homes. Recommended procedures contained in this manual may be altered when justified by field experience. The alternate method must result in a final condition at least equal to the condition which would have resulted by conforming to the details and specifications contained herein. For example, on mufti -section installation, it may be advantageous to connect at the floor line prior to connecting at the roof line or vice versa. Either method is acceptable provided the fastener schedule is followed. Many times throughout this text, the words °shall", °must", 'should" and "may" are used. The words "shall" or "must" indicate a requirement which is essential to satisfactory and safe product performance. The words "should" or "may" indicate a recommendation or advice which is not essential and not required but which may be useful or helpful. Because new products and methods are constantly being introduced, additional or revised instructions may be required. Applicable addenda may be found inside the back cover of this manual. THIS MANUAL DESIGNED FOR HOME MODEL # SERIAL # Numerous "Signal Panels" are located throughout this manual. These signal panels call your attention to potentially hazardous conditions which you should be aware of as you setup this house. Be sure to review the definitions below and look for the Signal Panels. interspersed throughput this manual. ! I ! DANGER ! ! ! Danger is used to indicate the presence of a hazard which will cause severe personal injury, death, or substantial property damage if the warning is ignored. I I ! WARNING I ! ! Warning is used to indicate the presence of a hazard which can cause severe personal injury, death, or substantial property damage if the warning is ignored. 1! !CAUTION ! i f Caution is used to indicate the presence of a hazard which will or can cause minor personal injury or property damage if the warning is ignored. ! ! ! NOTICE ! ! ! Notice is used to notify people of information which is important but not hazard - related. i •TABLE OF CONTENTS INTRODUCTION............................................................... 1 TABLE OF CONTENTS........................................................... 2 FOUNDATION SYSTEM......................................................... 3 General; Moisture control; Perimeter supports; Piers, footings & soil requirements; Pier loads at frame; Pier selection instructions; Pier loads at column locations; Pier and footing notes; Footing size table; Pier loads at sidewall openings POSITIONING & ASSEMBLY ..................................................... 11 Positioning the first section; Positioning the second section; Floor Connection; Alignment procedure; Ridge beam connection; Column supports; Ridge closure; Endwall connections; Hinged rafter chord assembly (optional) EXTERIOR CLOSURE.......................................................... 15 General information; Vinyl lap siding; Vertical plywood or hardboard siding; Log siding; Horizontal hardboard lap siding; Bottom closure patching; Under carriage protection ANCHORING SYSTEM......................................................... 18 INTERIOR FINISH............................................................. 21 Wall joints; Ceiling joints; Carpet UTILITY CONNECTIONS......................................................... 23 General; Water system; Drainage system; Gas system; Heating system; Electrical system FIREPLACE & APPLIANCE INSTALLATION .......................................... 29 Fireplace installation; Clothes dryer exhaust; Skirting, Air conditioner installation; Evaporative cooler; Exterior light connection FINAL INSPECTION........................................................... 32 General; Exterior Siding & Trim; Roofs; Clearances; Operational Check RELOCATION................................................................ 33 O FEDERAL MANUFACYUM Q HOUSING CONSTRUCTION V i SAFETY STANDARDS j JUN 30 1997 23 Q 2 FOUNDATION SYSTEMA GENERAL Most mobile homes constructed by Fuqua Homes are designed to be supported by a 'pier and beam' foundation. A home constructed in this manner utilizes the steel undercarriage as an integral part of the foundation system. The weight of the home is supported by the undercarriage which is placed on a series of 'columns' or 'piers'. All Fuqua Homes are designed to be anchored to the ground to resist wind forces with frame ties only. Over -the -roof tie -down straps may be used in conjunction with the frame ties, if preferred. The piers on which this home. is to be placed must be capable of sustaining the total weight of the home, its contents, plus additional temporary loads caused by the wind or snow. As the temporary loads caused by the elements vary throughout the country, the Department of Housing and Urban Development has established specific design requirements to resist these forces. Zone maps reflecting these requirements are shown on a Certificate of Compliance sheet which is usually posted inside a kitchen cabinet door, inside the furnace compartment or in some other convenient location. Other specific design data to which this home was constructed will also be shown on the compliance certificate. This home must not be placed in an area of the country where the construction is not adequate based on the design requirements. In various parts of the country, local governing agencies occasionally impose additional loading requirements which may differ from the.. design conditions of your home. It is the responsibility of the homeowner, dealer, and/or the set-up personnel to assure that the actual construction, foundation and set-up meet all local building requirements and that all required inspections are called for. The foundation system selected must be compatible with local soil conditions. MOISTURE CONTROL The area beneath and around the home must be graded and sloped to avoid surface water accumulation. Should moisture be allowed to stand under the home for long periods of time, the unavoidable result will be deterioration of the floor decking and siding. If your home is skirted (see skirting in Exterior Closure section), an approved ground vapor barrier, minimum 6 mil visqueen, shall be placed on the ground beneath the home. To be fully effective, the edges of the vapor barrier material 3 should be overlapped a minimum of 12 inches and have no holes. Failure to provide a vapor barrier could void the warranty on the flooring and siding. See Skirting in Exterior Closure section for ventilation requirements. PERIMETER SUPPORTS The design of the floor system of this house may require the installation of perimeter supports. If this is the case, the serial number stamped on the front crossmember will end in the letters 'PS". Perimeter supports are designed to carry roof and wall loads and must be installed when required by the design. Failure to install these additional supports will result in excess floor crowning and/or total floor failure. If perimeter supports are required, separate Foundation Details or Perimeter Support Details will be provided. PIERS, FOOTINGS & SOIL REQUIREMENTS Typically, concrete blocks or adjustable steel piers are used for piers. The piers selected should be labeled to indicate the maximum pier capacity. or the supplier should certify the maximum capacity. In either case, the maximum pier capacity must not be exceeded. Normal pier height may not exceed 48 in. When site conditions require the home be supported at heights greater than 48 in., the foundation system must be designed by a registered professional engineer. Footings and foundations, unless specifically designed otherwise, shall be constructed of masonry, reinforced concrete or pressure treated lumber. In geographical areas subject to freezes, the bottom of foundations must extend below the frost line established by local records. Footings shall be so designed that the allowable bearing capacity of the soil is not exceeded. Footings shall rest -on undisturbed or minimum ninety percent (90%) compacted soil of uniform density and thickness. Where the bearing capacity of the soil is not definitely known or is in question, a soil bearing capacity of 1000 psf shall be used in the foundation design or engineering soil tests shall be performed to determine the actual soil bearing capacity for the site in questio%gnzt,�%,k OF 9 Foundations should be built upon natural solid ground. Where solid ground does not occur at the foundation depth, such foundation shall be extended down to natural solid ground or piles should be used. Foundations built upon mechanically compacted earth or fill material are subject to the approval of local building officials to show evidence that the proposed loads will be adequately supported. PIER LOADS AT FRAME There are several factors that must be considered when selecting and installing piers. The most important are: (1) the size of the home; (2) the load -carrying capacity of the pier design; (3) the soil bearing capacity; (4) the design roof load; and (5) the spacing between the individual piers. The following instructions have been prepared to assist you in meeting_ all necessary requirements. PIER SELECTION INSTRUCTIONS 1. Determine the load carrying capacity of the piers to be used. This manual has been designed for minimum 4000 lbs. steel piers and concrete blocks conforming to ASTM C-90 or C-145. Steel piers must be fisted or labeled for the minimum 4000 lbs. working load. The working load of the concrete piers shall be as shown on page 6. 2- Determine the pier load from the Frame Pier .Loading Tables based on the roof load, floor width, eave width and pier spacing. Contact your local building department for minimum roof load requirements where the home is being set. The design roof load of the home may be found on the back of the Homeowners Manual or on the Certificate of Compliance located in the home. If you are unable to locate this information, contact the Dealer where the home was purchased. The pier load may not exceed the allowable load for the pier being used. 3. Based on the pier load, from the Frame Pier Loading Tables, and the soil bearing capacity at the site, select the footing or pad size to be used from the Footing Table on page 8. OPTIONAL EAVE FRAME PIER LOCATION DIAGRAM ILLUSTRATION 1 4 I FLOOR ;WIDTH ;FLOOR ,WIDTH i 1 -4"'S �ew0�00� S OF 9 T y :.i .. JE f'ALC W. KUNKEL % 5 -9 'L FRAME I MARRIAGE UNE LOCATE PIER WITHIN 2' OF EACH ENO OF ,EACH MAIN RAIL. PIER SPACING FROM TABLE BELOW. OPTIONAL EAVE FRAME PIER LOCATION DIAGRAM ILLUSTRATION 1 4 I FLOOR ;WIDTH ;FLOOR ,WIDTH i 1 -4"'S �ew0�00� S OF 9 T y :.i .. JE f'ALC W. KUNKEL % 5 -9 'L PIER LOADS AT COLUMN LOCATIONS In addition to providing piers for supporting the frame, piers are also required to support concentrated loads along the marriage line. Column loads and locations along the marriage line and at large openings in the sidewall are designated on the Column Support Specification Sheet in the back of this setup manual. FRAME PIER LOADING TABLES Pier loads expressed in pounds per pier location. Use this table when no eaves arepresent) floor save 48" on center pier spacing 77 on center pier spacina 96" on center pier spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 0 2217 2450 2683 3150 3617 4083 3325 3675 4025 4725 5425 6125 4433 4900 5367 6300 7233 154 0 2438 2695 2952 3465 3978 4492 3658 4043 4428 5198 5968 6738 4877 5390 5903 6930 7957 164 0 2597 2870 3143 3690 4237 4783 3895 4305 4715 5535 6355 7175 5193 5740 6287 7380 188 0 2977 3290 3603 4230 4857 5483 4465 4935 5405 6345 7285 8225 5953 6580 7207 Pier loads expressed in pounds r pier location. Use this table with maximum 12 inch eaves floor eave 48" on center pier spacing 77 on center pier spacing 96" on center peir spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 12 2613 2888 3163 3713 4263 4813 3919 4332 4745 5570 6395 7220 5226 5776 6326 7426 154 12 2833 3131 3430 4026 4622 5219 4250 4697 5144 6039 6934 7828 5666 6263 6859 164 12 2991 3305 3620 4250 4879 5509 4486 4958 5430 6375 7319 5981 6611 7240 188 12 3369 3723 4078 4787 5496 6206 5053 5585 6117 7181 6738 7447 Pier loads expressed in pounds r pier location. Use this table with maximum 24 inch eaves. floor eave 48" on center pier spacing 77 on center pier spacing 96" on center peir spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in .20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 24 3042 3362 3682 4323 4963 5603 4563 5043 5523 6484 7444 6084 6724 7364 154 24 3258 3600 3943 4629 5315 6001 4886 5401 5915 6944 7972 6515 7201 7887 164 24 3412 3771 4131 4849 5567 6286 5118 5657 6196 7274 6825 7543 188 24-13785 4184 4582 5379 6176 6973 5678 6275 6873 7570 Notes: 1. Use only piers rated to meet the minimum pier loading requirement shown above. 2. Maximum pier spacing may not exceed 96 inches on center. 3. Maximum distance from end of house to first pier may not exceed 24 inches. 4. Pier and footing weights must be added to the pier loads shown above when determining the footing size from the Footing Size Table on page B. 5 .o1 IF —. AE :ONTACT PAD (4x4x1 4" TEEL PLATE TYPICAL). ADJUSTABLE NUT AND WASHER IF REQUIRED LISTED STEEL PIER (MINIMUM 4000# LOAD) DOTING SINGLE STEEL PIER (MAX 4000# LOAD) RIM JOISTS AT MARRIAGE UNE. 4x6x20" SUPPORT AT MARRIAGE LINE. #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) FOOTING DOUBLE STEEL PIER (MAX 8000# LOAD) ALL PIERS SHALL HAVE A BASE SIZE OF 10" X 10. 4x6x20" SUPPORTS ADJACENT PIERS SHALL AT MARRIAGE LINE. HAVE CENTER TO CENTER #2 SOUTHERN PINE SPACING NOT EXCEEDING OR #2 DOUGLAS FIR. 14 INCHES. (TYP.) (NO SPLITS) 4x6x20" SUPPORTS #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) QUAD STEEL PIER (MAX 16,000# LOAD) FOOTING CDA\IC MIN 3/4" THICK PIER CAP SOUTHERN PINE OR HEM -FIR. IIN 2" SOLID CONCRETE CAP BLOCK HOLLOW -CORE CONCRETE BLOCK WITH CELLS VERTICAL. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT IF PIER LOAD EXCEEDS 4000 LBS. FOOTING BLOCK ORIENTATION SHOULD BE ALTERNATED FROM PARALLEL TO PERPINDICULAR WITH THE FRAME FOR MAXIMUM STABILITY. CONCRETE/MASONRY PIER (MAX 8000# LOAD) CONCRETE/MASONRY PIER (MAX 16000# LOAD) 6 X 16 SUPPORTS JG MARRIAGE LINE. FHERN PINE OR HEM -FIR. MIN 3/4" THICK PIER CAP HEM -FIR OR SOUTHERN PINE 12" SOLID CONCRETE CAP BLOCK AOLLOW-CORE CONCRETE BLOCK NITH CELLS VERTICAL. FILL ALL CELLS )N BOTTOM COURSE WITH GROUT IF DIER LOAD EXCEEDS 8000 LBS. FOOTING WHEN SOUTHERN PINE OR HEM -FIR ARE CALLED FOR, OAK OR WALNUT OF THE SAME GRADE MAY BE SUB- STITUTED. SHIM NOTES: 1. USE SHIMS BETWEEN THE FRAME OR JOISTS AND THE PIER CAP FOR FINAL LEVELING. 2. SHIMS SHALL BE MAX. 1" THICK AND MIN. 4" WIDE AND 6" LONG. ALL SHIMS SHALL BE SOUTHERN PINE OR DOUGLAS FIR. 3. SHIMS ARE TO BE FITTED AND DRIVEN TIGHT BETWEEN THE PIER CAP AND FRAME OR JOISTS. 4. ONE SQ. IN. OF CONTACT IS REQUIRED (FOR EACH 520# OF LOAD) BETWEEN THE BEAM ABOVE AND THE SHIM AS WELL AS BETWEEN THE SHIM AND THE PIER. OF �1% LEVELING SHIMS ��:.,"..p�•°..�. � It PIER CONSTRUCTION DETAILS s �,s.....�..� ILLUSTRATION 2 g jE; ,Aet/y'o.KUNKY L log447 49961 6 I. e,- -9.3 PIER & FOOTING NOTES: 1. All steel piers must be listed or labeled for minimum 4000 pound working load. 2. Contact pad on steel pier to be,minimum 4' x 4' x 1/49 thick steel. 3. Adjustable screw on top of steel piers may not have more than 2' of exposed thread above the nut. 4. All piers shall be centered on footings. All piers shall have a length to width ratio not exceeding 2.0. S. All masonry units shall conform to ASTM C-90 or ASTM C-145. (fm'=2000 psi min.) 6. All lumber and plywood within 6' of the ground or in contact with concrete shall be pressure treated with the following information available. * Identity of the company doing treatment and the month and year treatment performed. * Symbol for the type of preservative used. * The American Wood Preservers Bureau Quality control trademark (report no. AA -517). * The letters 'tso' indicating 'treatment service only' where applicable. * The proper grade marking to identify the specie and grade of wood. * AWPB-FDN (identifies authorization under this report. 7. Where lumber is cut after treatment, the cut surface shall be brush -coated with minimum 3% solution of the same preservative used in the original treatment; or shall be field treated in conformance with AWPA standard M4-80 using a 5% solution of pentachlorophenol, copper, naphthenate containing *a minimum 2% copper metal, a 3% solution of APA, CCA, types A. B, or C, or a 5% solution of FCAP or ACC: or creosote in conformance with AHPA. 8. In geographic areas -where freezing occurs, the bottom of the footing shall extend below the frost line. 9. Footings shall rest on undisturbed or minimum 90% compacted soil of uniform density and thickness. No organic material shall be permitted beneath the footing. Check with local code officials to insure that footing depth below grade satisfies local code requirements. 10. Where termite hazard exists, precautions should be taken to prevent termites from attacking the wooden structure. 11. Site must be adequately graded so that water drains away from the foundation and does not accumulate under the home. 12. Soil or gravel under wooden footing shall remain dry and be free draining. 7 , •q FOOTING SIZE TABLE Maximum Minimum footing size pier Minimum soil bearing capacity load 1000 psf 1500 psf 2000 psf 2500 psf 3000 psf 1000 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1200 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1400 202 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1600 230 sq. in. 154 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1800 259 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2000 288 sq. in. 192 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2200 317 sq. in. 211 sq. in. 158 sq. in. 144 sq. in. 144 sq. in. 2400 346 sq. in. 230 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 2600 374 sq. in. 250 sq. in. 187 sq. in. 150 sq. in. 144 sq. in. 2800 403 sq. in. 269 sq. in. 202 sq. in. 161 sq. in. 144 sq. in. 3000 432 sq. in. 288 sq. in. 216 sq. in. 173 sq. in. 144 sq. in. 3200 461 sq. in. 307 sq. in. 230 sq. in. 184 sq. in. 154 sq. in. 3400 490 sq. in. 326 sq. in. 245 sq. in. 196 sq. in. 163 sq. in. 3600 518 sq. in. 346 sq. in. 259 sq. in. 207 sq. in. 173 sq. in. 3800 547 sq. in. 365 sq. in. 274 sq. in. 219 sq. in. 182 sq. in. 4000 576 sq. in. 384 sq. in. 288 sq. in. 230 sq. in. 192 sq. in. 4500 648 sq. in. 432 sq. in. 324 sq. in. 259 sq. in. 216 sq. in. 5000 720 sq. in. 480 sq. in.. 360 sq. in. 288 sq. in. 240 sq. in. 5500 792 sq. in. 528 sq. in. 396 sq. in. 317 sq. in. 264 sq. in. 6000 864 sq. in. 576 sq. in. 432 sq. in. 346 sq. in. 288 sq. in. 6500 936 sq. in. 624 sq. in. 468 sq. in. 374 sq. in. 312 sq. in. 7000 1008 sq. in. 672 sq. in. 504 sq. in. 403 sq. in. 336 sq. in. 7500 1080 sq. in. 720 sq. in. 540 sq. in. 432 sq. in. 360 sq. in. 8000 1152 sq. in. 768 sq. in. 576 sq. in. 461 sq. in. 384 sq. in. 8500 1224 sq. in. 816 sq. in. 612 sq. in. 490 sq. in. 408 sq. in. 9000 1296 sq. in. 864 sq. in. 648 sq. in. 518 sq. in. 432 sq. in. 9500 1368 sq. in. 912 sq. in. 684 sq. in. 547 sq. in. 456 sq. in. 10000 1440 sq. in. 960 sq. in. 720 sq. in. 576 sq. in. 480 sq. in. 11000 1584 sq. in. 1056 sq. in. 792 sq. in. 634 sq. in. 528 sq. in. 12000 1728 sq. in. 1152 sq. in. 864 sq. in. 691 sq. in. 576 sq. in. 13000 1872 sq. in. 1248 sq. in. 936 sq. in. 749 sq. in. 624 sq. in. 14000 2016 sq. in. 1344 sq. in. 1008 sq. in. 806 sq. in. 672 sq. in. 15000 2160 sq. in. 1440 sq. in. 1080 sq. in. 864 sq. in. 720 sq. in. 16000 2304 sq. in. 1536 sq. in. 1152 sq. in. 922 sq. in. 768 sq. in. 17000 2448 sq. in. 1632 sq. in. 1224 sq. in. 979 sq. in. 816 sq. in. 18000 2592 sq. in. 1728 sq. in. 1296 sq. in. 1037 sq. in. 864 sq. in. 19000 2736 sq. in. 1824 sq. in. 1368 sq. in. 1094 sq. in. 912 sq. in. 20000 2880 sq. in. 1920 sq. in. 1440 sq. in.. 1152 sq. in. 960 sq. in. Notes: 1. Footing configurations must have a lenght and width ratio that does not exceed 2.5 to 1. 2. The pier load, footing weight and pier weight must all be included when determining fgpi��. 3. Sizes oftypical footin configutations are shown below. 111/4x 24 = 270 sq. 16 x 16 = 256 s . in. d���`��A•' 22'/2 x 24 = 540 sq. in. 24 x 24 = 576 sq. in. * G JERAL0 • • • e'` a :g ` 0 •• CiSTOk •i �v'Q!1 =ss/ON I�16 8 '��1t TYPICAL CONCRETE FOOTING. CONCRETE FOOTING -1M . ^!'ATII)AI CONCRETE FOOTING 8"x8"x16" CONCRETE BLOCKS WITH CELLS IN VERTICAL POS. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT. (TYP) CONCRETE FOOTINGS. (SIZE FOOTINGS FROM FOOTING SIZE TABLE ON PAGE 8 AND FROM THE FOOTING THICKNESS TABLE BELOW.) Fc'=2500 PSI MIN. (TYP) CONCRETE FOOTING THICKNESS TABLE MAX DIST FROM PIER TO EDGE OF FOOTING MAX DIST FROM PIER TO. EDGE OF FOOTING. 1000 UNREINFORCED REINFORCED FOOTING MAX SOIL BEARING- MAX SOIL BEARING* THICKNESS 1000 2000 3000 1000 2000 3000 0 in. 0 in. 0 in. N/A N/A N/A 6 in. 7 in. 6 in. 5 in. N/A N/A N/A $ in. 10 in. 8 in. 7 in. 22 in. 16 in. 13 in. * MAX. SOIL BEARING PRESSURL iN r�r. * * 4" CONCRETE FOOTINGS MAY NOT BE USED WITH STEEL PIERS. TYPICAL CONCRETE FOOTING. Fc'=2500 PSI MIN. (TYP) BAR 4" LESS THAN FOOTING DIMENSION SPACED AT 8" O.C. IN BOTH DIRECTIONS. PLACE BOTTOM BARS WITH 3" COVER FROM THE BOTTOM OF THE FOOTING AND SUPPORT THE UPPER BARS WITH THE BOTTOM BARS. ALL BARS TO GRADE 40 DEFORMED. NOTES: 1. THE LONGEST HORIZONTAL DIMENSION OF ALL PIERS MAY NOT BE GREATER .THAN TWICE THE SHORTEST HORIZONTAL DIMENSION OR THE PIER. 2. ALL CONCRETE FOOTINGS MUST BE NORMAL WEIGHT (145 PCF). 3. CONCRETE FOOTINGS FOR STEEL OR CONCRETE PIERS WITH LOADS EXCEEDING 8000#. MUST BE I SQUARE. 4. 8" THICK FOOTINGS ARE REQUIRED FOR PIER LOADS EXCEEDING 8000# WHEN SOIL BEARING PRESSURE EXCCEDS 2000 PSF. WOODEN FOOTING (MINIMUM 1.5" THICK; MUST BE PRESSURE TREATED) SOUTHERN YELLOW PINE �: ✓`. #2 OR HEM—FIR #2. FOOTING MAY EXTEND MAX DISTANCE FROM PIER AS SHOWN IN TABLE BELOW. WOOD FOOTING TABLE MAX DIST FROM PIER TO EDGE OF FOOTING MAX SOIL BEARING* 1000 2000 3000 1 1" 7' S" WOODEN FOOTING * MAX SOIL BEARING (WITH SINGLE FOOTING PAD) PRESSURE IN PSF. FOOTING DETAILS ILLUSTRATION 3 °.y;��9 �b° tlt .i.. ..........�°.. JERALG W. KUNKEL r WOODEN FOOTING 1 S' "1 L LOAD DISTRIBUTION ELEMENT. MIN 1.5" THICK; PRESSURE TREATED: SYP #2 OR H—F #2. (WITH DOUBLE FOOTING PAD) Determine footing size from Footing Size Table based on pier load and soil bearing capacity. E FOOTING PIER.LOADS AT SIDEWALL OPENINGS Large openings in exterior load bearing walls produce concentrated loads at the ends of the header supporting the roof load. As a result of these concentrated (column) loads, a perimeter pier support is required on each end of headers greater than 4 feet in length. The header may be an integral part of the sidewall as shown with the bay window at the left below or it may be directly above the window as shown on the bay window to the right. The header will be located below and support the roof trusses. Therefore if it is located IHEADER EAVE LcoSPAN7! COL— COL LOAD LOAD LOAD as shown with the bay window on the left, it will be visible below the ceiling, and the ceiling height of the bay will be offset and lower than in the remainder of the home. If the header is located above the window as with the bay to the left, the ceiling will continue along the same plane to the window. Once you have determined the header location, you can find the load at each end of the header based on floor width, eave and roof load from the table below. Then select the proper pier and footing in the same manner as previously as previously described in this section and place it as shown in illustrations 5 and 6. HEADER — SPAN jL COL—j LOAD LOAD I on -- SPAN COL LOAD OPENINGEDGE OF FLOORIN BEARING WALL Li • MASONRY PIER EDGE OF OPENING —� Bearing wall pier location diagram ''• CENTER OF PIER FLOOR JOIST — TO BE NOT MORE Illustration 5 THAN 8' FROM DOUBLE 2x END OF FLOOR #2 SYP MIN. JOIST. HEADER LOADING TABLE OR CONCRETE PIER FLOOR and HEADER ROOF LIVE LOAD EAVE WIDTH SPAN 20 psf 30 psf 40 psf 60 psf 80 psf 140 in w/24 in 6 ft 880 1188 1496 2112 2728 8 ft 1120 1512 1904 2688 3472 loft 1360 1836 2312 3264 4216 12 It 1600 2160 2720 3840 4960 164 in w/24 in 6 ft 1012 1320 1672 2376 3036 and 8 ft 1288 1680 2128 3024 3864 186 in w/12 in 10 ft 1564 2040 2584 3672 4692 12 ft 1840 2400 3040 4320 5520 All loads at end of headers are in pounds. OPENINGEDGE OF FLOORIN BEARING WALL Li • MASONRY PIER EDGE OF OPENING —� IN BEARING WALL ''• CENTER OF PIER FLOOR JOIST — TO BE NOT MORE THAN 8' FROM DOUBLE 2x END OF FLOOR #2 SYP MIN. JOIST. ADJUSTABLE STEEL OR CONCRETE PIER Perimeter pier support Illustration 6 10 OF g ...y ,. ''• .a t. JERALD W.�I< KEL Le -1• 499 i ftQ. O �of 6•' POSITIONING AND ASSEMBLY POSITIONING THE FIRST SECTION A final check of the site preparation work should be made before the sections are moved into position. If concrete footings are to be used, the concrete should have a minimum of 24 hours of curing time before the piers are set. Longer periods of curing time may be required if the temperature is near the freezing mark. Once all site work is completed, the first section of the home is ready to be placed in position over the foundation area. Generally it is recommended that the half of the home containing the utility service connections be positioned first. The transporting trucks should be used to position the module as close as possible over the footings. Final placement, if required, should be made with a dollie device utilizing steel rollers. These dollies are so constructed that hydraulic jacks can be positioned between the rollers and frame members permitting easy sideways movement. Most service crews and installers already have this equipment. Its use will minimize the possibility of frame damage. See Illustration 7. Hydraulic jacking device Illustration 7 III WARNING III Do not work under the home with out adequate support blockingl Failure to heed this warning may result in severe personnel injury or death. 11 III CAUTION III Excessive or non uniform jacking during the positioning, leveling and alignment procedures will cause the home to be unnecessarily racked or twisted and result in drywall damage. The following steps should be followed in blocking and leveling each module: a) Place two piers under the front cross member for safety purposes. b) Locate on the frame the closest blocking point behind the rear spring hanger. Using two hydraulic jacks, (minimum 12 ton capacity), fitted with jacking reinforcing plates (3/8' x 30 x 120), raise the floor to the desired height and place the required piers in front of and behind the axle area under each I-beam. c) Wheels and axles may be removed at this time. d) Move to the front of the home, raise the floor to the desired height and position the piers at the prescribed location. Once this is done the safety piers can be removed. e) Move to the extreme rear of the unit and repeat the blocking procedure under each (- beam. - f) Repeat the blocking process for all remaining pier locations. g) As the floor is being blocked, a water level or transit should be used to check the floor levelness in both directions. If wooden wedges or shims are used for height adjustment, they must extend over the full width of the concrete block. h) To prevent air from entering the home at the mating surfaces, a gasket must be made from the insulation provided in the materials supplied. The insulation should be attached to all mating surfaces with staples. Do not place the material over any opening used for air supply ducts. Before proceeding with the leveling process, check to be sure the footings and spans are correct. The lowest part of the chassis must be a minimum of twelve (12) inches from the ground in the area of the utility connections. No more than 25% of the frame should be less than 12° above the ground. All wood within 6° of the ground must be pressure treated. POSITIONING THE SECOND SECTION Before the second module is moved into position, all polyethylene covering, framing members and shipping braces should be removed from both halves except for the Center Beam Shipping Supports. These supports are not to be removed until the Center Ridge Beams have been attached. FLOOR CONNECTION After all close-up material has been removed, position the second section so that the floor seams are flush while keeping .the roof slightly apart and the end walls aligned at the floor. This may be accomplished using hydraulic jacks and dollies with rollers as previously described. At this time, place piers under the inside longitudinal beam, draw the floors of the two units together and fasten the floors of the two sections with 20d nails or 4 inch lag screws placed 24 inches on center. The 20d nails may be inserted from the top or bottom of the floor. Minor roof alignment corrections can be performed as the unit is being leveled. See illustration 8. 20 d NAILS OR 3/8" X 4" LAG SCREWS AT 24" O.C. AGROUND WIRE GROUNDING LUG V STAR WASHER. Floor connection detail Illustration 8 It will be necessary to bond the two chassis assemblies together with grounding lugs and #8 copper wire or #6 aluminum wire. Grounding lugs must be approved for aluminum if aluminum wire is used. Paint penetrating star washers must be used in fastening the grounding lugs to the chassis. This is shown in Illustration 8 and the parts are included in the Set -Up Kit. ALIGNMENT PROCEDURE . Close the gaps in the ceiling by raising the outside longitudinal beam using at least three 12 hydraulic jacks simultaneously placed in front of and behind the axle area and about half way between the hitch and axle area. If the roof must be moved forward... with the longitudinal beams evenly supported, carefully raise the outside rear corner of the second section (with a hydraulic jack) and lower the outside front comer. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. If the roof must be moved back... with the longitudinal beams evenly supported, carefully raise the outside front corner of the second section (with a hydraulic jack) and lower the outside rear corner. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. RIDGE BEAM CONNECTION Before the ridge beams are connected, the ceiling between the two halves must be flush. If one side of the ceiling is lower than the other, raise the low side using a 'T -Bar' made from 2x4's with a hydraulic jack at the bottom. It is best to place the base of the jack across the floor seam to fully distribute the load. The top of the 'T -Bar' should be placed only in areas which will later be covered by molding. See Illustration 9. Occasionally, during the set-up of a double - wide, the ridge beams do not completely close at the top. If the gap is less than 1/21, the ridge beams may be connected together without any special consideration. If the gap exceeds 1/2' but is not over 1', the situation may be corrected by shimming with a 1/21 or larger 4' strip of plywood. —CEILING — 2 X 4 HYDRAULIC JACK RAISE LOWER CEILING WITH JACK UNTIL BOTH CEILINGS ARE FLUSH. Ceiling alignment Illustration 9 After the ceilings of the two units are properly located such that the end walls are aligned and the mating line of the ceiling is in line and flush, the ridge beams should be fastened together with 3/8" x 7" lag screws which have been provided in the Set -Up kit. The lag screws are to be spaced at maximum distance of 32" o.c. and staggered from one side to the other. Prior to inserting each lag screw, it will be necessary to predrill a 1/4° diameter pilot hole. The lag screw must penetrate both ridge beams as shown in Illustration 10. 3/8" x 7" LAG SCREW WITH WASHER AT 32" O.C. (STAGGERED). SCREW MUST PENETRATE FULL WIDTH OF BOTH RIDGE BEAMS. RIDGE 1 BEAM KING POST CEILING MATERIAL Ridge beam connection Illustration 10 On houses with galvanized roofs, a reinforced walkway is provided on the roof of each half near the center beam running the length of the house. Travel on the roof should be confined to this area as much as possible. This plywood walkway also serves as the backer for the screws, used to secure the metal roof cap. After the ridge beams have been fastened together at the top, remove the ridge beam supports inside the home and proceed to finish blocking and leveling the second half of the home in the same manner as the first. The floor should be checked at the mating seam to be sure both halves are even. Adjustments should be made by raising or lowering the floor using wooden shims or adjustable piers. 13 COLUMN SUPPORTS Once the home has been joined, the center roof column support piers are to be installed. The footings required to support the piers should have been prepared at the same time as the other footings. The piers should be constructed in the same manner as those used to support the chassis. '(Reference Page 6) RIDGE CLOSURE After all foundation supports are in place, the ridge beams should be final checked for ceiling alignment and proper installation of fasteners; then final closeup roofing materials may be installed. If a metal roof is used, refer to Illustration 11 for closeup details. The sealant tape must be applied the full length of the ridge cap and the ridge cap must be secured at maximum intervals of 3". Each screw must compress the sealant tape and penetrate the plywood backing under the metal roof. After all screws have been installed, asphaltic roof coating must be applied to seal the screw heads and cap to roof seam. GALVANIZED RIDGE CAP. SEALANT ' GALVANIZED' TAPE , ' METAL ROOF. PLYWOOD BACKER #8 x 3/4" HEX HEAD SCREWS AT 4" O.C. Metal roof closure details Illustration 11 ENDWALL CONNECTION Fasten endwalls and marriage walls where they meet using suitable screws or nails as necessary. If a composition roof is used, refer to Illustration 12 for details on the ridge closure. Staple additional roofing felt centered over ridge. Shingles matching those installed by the manufacturer are shipped with each home. Install these shingles per the manufacturer's instructions, which are printed on the shingle wrapping paper. After installing shingles up to the ridge, cut shingles for ridge cap and install along the ridge per the shingle manufacturer's instructions, making sure the ridge shingles point the same direction as the prevailing wind. This will prevent wind lifting and possible leakage. If a nailer has been provided along the rake eave to prevent transit wind damage to roofing, the nailer must be removed and all nail or staple penetrations sealed with mastic. TAR TABS VMAXIMUM 5" EXPOSURE. RIDGE CAP CUT FROM SHINGLES. INSTALL FELT BELOW RIDGE CAP. PREVAILING WIND. CUT STANDARD SHINGLE ALONG DOTTED LINE FOR RIDGE CAP MATERIAL. Composition roof closure details . Illustration 12 HINGED RAFTER CHORD ASSEMBLY (Optional) The recommended procedure for the completion of the "Hinged Roof" is as follows: (See Illustration 13). 1. Remove the protective shipping covering. 2. Lift or jack roof into final position. The roof should be lifted uniformly in order to avoid unnecessary stress in the structural members. 3. Position • the hinged king post in the slot provided in the stationary king post and ridge beam. 14 4. Secure the hinged king post to the ridge beam with 3-10d box nails. 5. Apply roof mastic between layers of shingles at hinged joint. 6. Place the 2x6 splice block on the back side of the front overhang. Secure block with 4- 10d nails on each end. Ill CAUTION 111 The roof should be jacked uniformly In order to avoid unnecessary stress in the structural members. FINISHED POSITION TOP CHORD HINGE ; SHIPPING POSITION RIDGE BEAM HINGED ROOF TRUSS SHINGLES, UNDERLAYMENT AND DECKING HINGED KINGPOST HINGE f FASTENERS L STATIONARY KINGPOST RIDGE BEAM .DETAIL A DETAIL B APPLY MASTIC BETWEEN SHINGLES AT HINGE.---- Composition INGE. SPLICE BLOCK FIELD INSTALLED FASCIA RAKE DETAIL Hinged rafter chord assembly detail Illustration 13 EXTERIOR CLOSURE GENERAL INFORMATION Any one of several types of exterior siding may have been used in the construction of this home. Exterior siding materials have been shipped loose to .be installed during set up. The following pages will describe minimum installation procedures to be used when installing this material. A temporary outer covering may have been used to prevent road damage. If the material used was plastic or some other material which would restrict moisture migration to the outside of the home, this material must be removed before covering the exterior and applying the trim. It should be noted that many homes have special material designed to reduce air infiltration. Foam Core or building board'are common examples. This type of covering should NOT be removed. if there is any doubt concerning which material should be removed, the factory that constructed the home should be contacted. VINYL LAP SIDING If the end walls of your home were designed for vinyl lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. Use the following instructions to complete the installation of vinyl lap siding. - Remove the plastic temporary covering to expose the sheathing. III CAUTION III Failure to remove plastic temporary shipping material will result In excess moisture being trapped inside the walls and cause premature wall failure. Use 16 gage corrosion resistant staples or 8d corrosion resistant nails to fasten siding. Each fastener must be long enough to penetrate 3/4° into the holding member. Nails must have a min. 5/16° diameter head. Fasten siding at all stud locations as shown in illustration 14. Fasteners must not be driven tight., This will allow the siding to move freely. Fasteners must be located minimum 1/4" from the end of the slot. An exterior grade silicone type caulk may be used around the top and bottom corner of 15 windows and doors and where channels adjoin windows as an additional precaution. DO NOT caulk in J -channels and corner post pockets or at seam areas. For best appearance, stagger laps a minimum of 3' so that no splice occurs directly above another unless separated by at least 3 courses. Never overlap panels above a door or window. Cut all panels approx. 1/40 short of all stops such as corner posts and J -channels to allow for expansion. REMOVE ALL SHIPPING PAPER BEFORE INSTALL- ING SIDING. - EXTERIOR WALL STUD SHEATHING -% pA51EIN� ��P \� � LAP SIDING PINCH ` PANEL PASTE SE��RELY 0! 0•C'USTARTER STRIP STARTER DETAIL EXTERIOR WALL STUD I" CAP OR PRE -NOTCH LAP PANELS I" OR ONE HALF OF THE FACTORY PRE -NOTCHED END. PANEL JOINT CONNECTION DETAIL Vinyl lap siding installation details Illustration 14 In order to fit siding around doors and windows, cut siding panels as shown in illustration 14a to fit in J channel (installed at the factory). Be sure to pert the cut edges of siding with a snap lock punch to insure proper connection where the siding slides under the MINIMUM 6" WIDE DIVERTER. (CAN BE SHINGLE UNDERLAY MENT, PLYDRY OR ROOFING FELT. THE TOP MUST OVER LAP THE SIDES. FASTENING NOT CRITICAL. FOR ENDWAL SHIPPED WITHOUT SIDING IN- STALLED, SECURE EDGES TO EXT. SHEATHING WITH TAPE. J -channel. Also, as the panels are being installed, make certain the diverter is properly positioned, as shown in illustration 14a, to channel moisture from behind the siding. Long term exposure of the sheathing to moisture will eventually damage the sheathing. — TYPICAL WINDOW OR DOOR J -CHANNEL. Window/door trim detail Illustration 14a 15a SIDING. SHEATHING SIDING TO FIT ND WINDOWS. SNAP LOCK H AT T 0. C. CUT. ERTER AS CHANNEL A RFHINII - For shutter installation, or windows closer than siK feet to the end of the wall, refer to illustration 14b below for special installation requirements. WHEN DIMENSION "A' IS GREATER THAN SIX FEET AND THE PANEL CONTAINS SHUTTER FASTENERS, USE TWO PANELS BETWEEN THE WINDOW AND THE CORNER POST, DOOR CHANNEL, ETC CORNER POST To install top lap, fasten the finish trim at the top of the wall at 8' on center as shown in illustration 14c. Angle cut the siding to fit under the trim and punch along the cut edge using a snap lock punch. Slide the siding under the finish trim and snap into place. SEAMS NOT ALLOWED IN LAP PANELS ABOVE WINDOWS OR DOORS. SEE PANEL JOINT CONNECTION DETAIL Mme' ABOVE. I -1� i • I � .1■ =is —i I =►s —mail 'I SEAMS NOT ALLOWED IN LAP PANELS FO LAP COURSE DIRECTLY UNDER WINDOWS. CUT EDGE OF LAP SIDING PANEL FINISH TRIM SHEATHING Shutter installation details Illustration 14b L-) FOR LAP PANELS THAT CONTAIN SHUTTER FAST- ENERS, USE 2 PANELS BETWEEN SHUTTERS. USE SNAP LOCK PUNCH ALONG CUT EDGE AT APPROX. 8" O.C. Finish trim installation details Illustration 14c 15b LAP SIDING PANEL VERTICAL PLYWOOD OR HARDBOARD following the instructions to properly complete the SIDING siding installation. Homes having endwalls with vertical plywood - Position and fasten log siding as shown in or fiberboard siding will have a portion of the illustration 16 beginning at the bottom of siding shipped loose to be installed during setup. the wall. Fasten with 12d corrosion This eliminates a seam at the marriage line. resistant box nails at each stud location. Follow the instructions below to finish the installation. A 1/8° gap must be provided between vertical edges whenever the close-up panels are installed. All saw cut edges must be sealed to prevent moisture from entering the panel. Fasten each panel with 8d corrosion resistant nails. Install fasteners at 6' o.c. at the edges and 12° o.c. along intermediate studs. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking. This will prevent long term, exposure to moisture on the interior of the siding and increase the fife expectancy of the siding. REMOVE ALL SHIPPING PAPER BEFORE INSTALL— PANEL HERE. Vertical siding application details Illustration 15 LOG SIDING If the end walls of your home were designed for log siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. The necessary building paper, window trim and corner posts should already be installed. Use the 16 AT JOINTS. ALL JOINTS TO BE OVER STUDS. 12d NAILS ALLOW 3-4" BETWEEN NAILS ENGINEERED OVERLAP 1/4- TO 1 DM BOTTOM 2d NAILS. 7 1/47 LOG WIDTH . 5 1/2" LOG WIDTH Log siding application details Illustration 16 HORIZONTAL HARDBOARD LAP SIDING If the end walls of your home were designed for horizontal hardboard lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. The necessary building paper, window trim and corner posts should already be installed. Use the following the instructions to properly complete the siding installation. Position and fasten lap siding, as shown in illustration 17, beginning at the bottom of the wall. Fasten with 8d corrosion resistant nails at each stud location. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking. This will prevent long term exposure to moisture on the interior of the siding and reduce the incidence of premature siding failure. All saw cut edges must be sealed to prevent moisture from entering the panel. BOTTOM CLOSURE PATCHING If the closure material is asphalt base or composition material, it should be repaired by applying a patch of the same or similar material over'the damaged area. Place beads of adhesive or sealant under all contact edges to ensure an airtight seal. Press the patch firmly into place with your hand or other object and use fasteners and tape to hold it in place until the adhesive sets. Be sure no gaps exist that could permit air or water to enter. It is recommended that fasteners be a type designed to spread and hold in soft material. If these fasteners are not available, a patch may be cut large enough to span the floor joist., Add blocking between the joists so that the, fasteners used to secure the patch will penetrate wood on all edges. If the covering is a vinyl coated material, use vinyl patching tape especially designed to repair tears or holes. Pull torn edges together; then cover as necessary with tape or apply a patch of the same material taped on all four sides. 17 BUT jOINTV AT RTICAL ST DS ONLGAP EXP- - 1/1s ANSION• WITH COV ROINTSCOvERS. LA SACCESSIVLEAST E p OV COURSES INSTALL FIRST COURSE 1/8" TO 1/4" BELOW STARTER STRIP STARTER STRIP (APPROX 1 1/2" X 3/8") TO BE HELD IN PLACE BY FASTENERS IN THE BOTTOM OF THE FIRST COURSE. FRAMING NAIL 5/8" TO 3/4" UP FROM DRIP EDGE, WITH 8d NAILS. 1" OVERLAP Horizontal hardboard application details Illustration 17 UNDERCARRIAGE PROTECTION Any areas of the metal undercarriage of your home which become exposed to corrosion should be repainted or touched up. ANCHORING SYSTEM The following anchoring system is designed to resist the overturning and lateral movement created by strong winds. Your home has been designed and constructed to withstand these wind loads when anchored with frame ties only. The tiedown straps and ground anchors are not provided by the manufacturer as differing soil conditions require different anchoring systems. Several good systems are available through your dealer or installation contractor. The strap to frame attachment details are shown in Illustration 18 and the required frame tiedown spacing is shown in Illustration 19 and 20. The strap to anchor connection and the anchor installation method must be in accordance with the anchor manufacturer's installation instructions. Anchoring equipment shall be capable of resisting a minimum allowable working load of 3150 lbs. and shall be capable of withstanding a 50% overload (4725 lbs.) without failure of either the anchoring equipment or the attachment point on the home. Vertical straps may have been installed on this house. If so, it should be noted that the vertical straps are provided to supplement and not replace the engineered anchoring system. Under no circumstances should the diagonal anchoring straps be replaced by vertical straps. Straps must be type 1, finish B. grade steel strapping, 1 1/4" wide and .035 certified by a Registered Professional Engineer or Architect as conforming to D3953.91 Standard Specifications for Strapping, flat Steel, and Seals. 1 thick ASTM TO GROUND ANCHOR The following procedure should be used for installing the anchor system: 1. Thread straps through the buckle and around the I-beam at the proper locations. (See Illustrations 18, 19 and 20.) 2. Install ground anchors per the anchor manufacturer's instructions. Each anchor must be positioned so the final angle between the strap and the side of the home will be not less than 40 nor more than 600. 3. If the terrain, I-beam location or pier height will not permit strap installation as described above, the following requirements apply: -for angles less than 400, install a second strap from the ground anchor to the I-beam on the opposite side of the section being secured. -for angles exceeding 600, move the anchor closer to the beam thus reducing the angle. 4. Attach the straps to the ground anchor tensioning device as per the anchor manufacturer's instructions. It is recommended that all straps be tightened only enough to remove the slack. Then, after all straps are installed in this manner, retighten each strap. 5. The strap tension should be rechecked periodically until pier settlement has stopped. The house must not be releveled without first loosening the tie down straps. After releveling, all straps must be retightened. Anchor should be certified by a professional engineer, architect or notionally recognized testing laboratory as to their resistance, based on the maximum angle of the diagonal tie and or vertical tie loading and angle of anchor installation and type of soil in which the anchor is to be installed. FLOOR JOIST MAIN I I \TYPICAL I—BEAM FRAME TIE I PRIMARY SECONDARY STRAP STRAP STRAP TENSIONING 0o DEVICE GROUND ANCHOR GROUND ANCHORS: —Shall have a minimum working capacity of 3150 lbs with the load applied at an angle (between the strap and vertical projection of the anchor) not to exceed 40'. — Should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning and sliding forces. — Should be embeddedy�gyynj�e rost line and at least 12" obove.df - i4 tter- Tiedown strap details Illustration 18 18 T Ile ,JERALD W. 1. • • N • • • � ♦ • M /4 .Q • : Q •Q • IST ERS-C•j iSSIONALE-isd i 093 FIE] ®® EXPOSURE F+2 // HEIGHT H1 SIDEWALL PRIMARY I/2 STRAP ANGLE 1/2 SECONDARY STRAP ANCHOR STRAP' If the angle between the primary strap and the side wall exceeds 600, move the anchor closer to the I—beam. If the angle between the primary strap and the side wall is less than 400, the secondary strap must. be used. MAIN I—BEAMS The maximum distance from the end of the house and the first anchor shall not exceed the smaller of 1/2 the maximum distance to the next anchor or 24 (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHT' p 9 —0" 10'-0' 11 —0' 12'-0" 13'-0" 14'-0" 15'-0" 15 PSF WIND LOAD b 11'-9" 10'-7" 9'-7' 8'-9. 8'-0" 6'-10" 5'-11" When determining anchor and strap spacing: —Use exposure height H 1 if the roof pitch is 20° or less. ;ffr//:':' 'a —Use exposure height H if the roof itch is greater than 200. <; = ter, '►'a••e•cao ne • •\ Single section tiedown instructions JCF�,t c W. "Kr a Illustration 19 ;� -pe 4996 e Cl 19 v—. BONA E too R, E k Ffl - H 2 M T EXPOSURE HEIGHT H2 SIDEWALL H ANGLE I/2 PRIMARY STRAP 12 STRAP SECONDARY ANCHOR STRAP If the anglebetween the primary strap and .the side wall exceeds 600 , move the anchor closer to the I—beam. If the angle between the primary strap and the side wall is less than 400 , the secondary strap must be used. ET AREA. IEIGHT E TI E- 14 THIS USE EXPOSURE HEIGHT The maximum distance from the end HI TO DETERMINE TIE- of the house and the first anchor DOWN SPACING IN THIS shall not exceed the smaller of 1/2 the AREA. maximum distance to the next anchor or 24". (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHTb 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 16'-0" 15 PSF WIND ZONE 12'— 12'-1" 10'-10" 9'-10" 9'-0" 8'-3" 7'-8" 7'-1" 6'-8" When determining strap spacing. —Use exposure height H1 if the roof pitch is 200 or less and o the wall is no,,,,;w�r,,offset area. —Use exposure height HZ if the roof pitch is greater than 20 or the wa�jt(�tQ nT 1&v, .Is_an offset area. C., ••.....�• s Multi section tiedown instructions ��� >t : •• • * Z Illustration 20 \•�i•••••• N• L•s a JERALD W. • • •� 20 ° 49 • END ANCHORING In addition to the anchors installed along the side of the home, anchors are sometimes required at the ends of the home. Refer to the End Anchoring Table below to determine if end anchors are required on this installation. If they are required, install the strap and anchor as shown in illustration 20a and use the End anchor placement detail to determine the proper location for anchors. FLOOR SYSTEM CROSSMEMBER MAIN I I—BEAM II i STRAP LOCATE THE ANCHOR STRAP SO THAT THE FINAL TENSIONING ANGLE BETWEEN THE DEVICE o a STRAP AND THE SIDE - 45 —50 WALL IS BETWEEN 450 n AND 50°. GROUND ANCHOR End anchor installation detail illustration 20a END ANCHORING TABLE 15 PSF WIND LOAD HOMES WITH .AVERAGE LENGTHS OF 45 FEET OR LONGER REOUIRE NO END ANCHORS. HOMES WITH AVERAGE LENGTHS LESS THAN 45 FEET REOUIRE TWO ANCHORS AT EACH END IN— STALLED AS SHOWN ABOVE. SINGLE SECTION * ANCHOR PLACEMENT. End anchor placement detail illustration 20b 20a 01P"-- E OF TF-`� e' . a ;ONA I tv INTERIOR FINISH WALL JOINTS The interior walls of your home may be paneling, vinyl covered gypsum, painted textured gypsum or a combination of the three. Each of these materials must be properly finished off where joints occur after the sections have been properly positioned and fastened together. III NOTICE III Before finishing the walls, all gaps In exterior walls must be filled with fiber glass to prevent air Infiltration. If the interior walls of your home are paneling or vinyl covered gypsum, various types and colors of moldings have been shipped with the home for site installation. After filling all gaps in exterior walls with fiber glass insulation, install the molding using an appropriately sized finish nail or staple. The fastener should hold the molding securely in place but not cause splitting. Molding cutters or a fine toothed saw should be used to cut the material to the required length. A miter box and saw should be used to make angle cuts. CORNER BATTON MOLDING MOLDING /-OR PANELING EXTERIOR SIDING Wall molding details Illustration 21 a 21 If painted textured gypsum was used on the interior walls, the joints should be finished to match the surrounding surface. This should be accomplished as follows: -Appy joint embedding compound along the joint. -Wipe off excess embedding compound and center reinforcing tape over the joint. (Reinforcing tape helps prevent cracks from appearing along gypsum joints.) -Apply additional compound to cover reinforcing tape. Allow the compound to completely dry. -Apply a second coat feathered about 2 inches beyond the edges of the first coat. -After the second coat is dry, lightly sand and apply a thin finishing coat to the joint. -After the finishing coat is dry, lightly sand and apply the appropriate texture. -Allow the texture to dry and paint as desired. III WARNING III Wear approved protective respirator when mixing powder or when sanding. CEILING JOINTS The ceiling will be a flat or Vaulted textured gypsum and an exposed beam may extend into the living space along the center of the home. III NOTICE III Before finishing the ceiling joints, all gaps between the two sections must be filled with fiber glass to prevent air Infiltration. If no beam is exposed, finish the joint according to the instructions for textured walls. If the center beam is exposed, the beam may be finished with paneling and molding (see illustration 21 b) or gypsum may be installed with the joints and corners finished with compound, tape and a cornerbead at the corners as previously described for wall joints. 3rRIP _uuislDE CORNER MOLDING MATERIAL BEAM Ceiling trim details Illustration 21 b 22 CARPET. On some homes, the carpet is shipped inside the home and must be installed after the home is erected. Professional carpet installers should be used. Care must be taken that the 'grain' of the carpet always runs in the same direction. Carpet for clothes closets should be taken from the end of the roll or cutouts. All carpet should be cut from the back side. A straight edge should be used to mark the seam to be cut. The cuts should be made at right angle to the back side using a carpet knife or razor. Be sure to match the high and low areas of patterned carpet. All mill edges should be trimmed before joining for seam edges. Carpet seam tape should be used at all seams.. Most carpeting will stretch after a short period of usage. Proper stretching of the carpet at the time of installation will minimize the latent growth. A • power stretcher should be used for this purpose. The carpet pad should be cut to fit each area to be carpeted. The pad should be placed within 1/2' to 1 • of the wall. The pad should be secured with small amounts of glue, tile paste, or staples to prevent movement as the carpet is being installed. UTILITY CONNECTIONS GENERAL All utility systems are tested as a normal part of the construction process. Because damage can occur as the home is being transported, it is mandatory that each system be re -tested after the final service connections are made. To insure that all applicable codes are met, licensed contractors should be engaged to install the utilities to the home and make sure all connections are made correctly. WATER SYSTEM The fresh water system of the home has been designed to operate at a maximum pressure of 80 p.s.i. The municipal water pressure must be checked before making this connection. If the pressure is greater than the allowable, a pressure reducing regulator must be installed between the city water line and the home. In addition, a °full - flow" shut off valve (port or ball type) must be installed between the Regulator and the home. The valve is to be used to shut off the fresh water supply to the home and must be accessible from outside the home without having to remove any skirting or crawling beneath the home. If the home is located in an area where the home is subjected to freezing temperatures, all exposed pipes must be protected from freezing. This can be accomplished by wrapping the exposed pipes with insulation or electric heat tapes. An electrical outlet has been placed underneath the home adjacent to the water inlet pipe for this purpose. Only heat tapes designed for use in mobile homes should be used. If the home is designed with plumbing systems on both halves . of the home, crossover connections will have to be made. The Set -Up Kit will contain two flex lines approved for use with water systems. The flex lines are to be connected to the pipes extending through the bottom covering close to the center line of the home as shown in Illustration 22. The hot water lines are identified with red paint. The water lines of some models are constructed with polybutylene plumbing pipe. When this material is used, a sufficient length of pipe is provided to allow the crossover connection to be made without the need of extra flex lines. Couplers and flare nuts are provided and are to be connected in the normal manner. The exposed pipe used for the crossover (either type) must be wrapped with insulation or heat tape to prevent freezing. 23 If the home is to be left without heat in a cold climate, the water lines must be cleared to prevent possible freezing and damage to the piping system. This may be accomplished by opening all faucets and applying air pressure to blow out the lines. If the home is equipped for an optional solar hot water heater, the solar collectors shall be field installed per the collector manufacturers installation instructions. HOT WATER PAINTED RED 1 WATER FLEX CONN. ' IN SET-UP KIT INSULATE EXPOSED LINES Water line crossover detail Illustration 22 WATER SYSTEM TEST PROCEDURE The water piping system should be tested with air pressure or water. The water heater tank must be disconnected from the system If air pressure Is usedlll The recommended test procedure is as follows: 1. Attach the pressure source and gauge to the inlet pipe of the home. (Disconnect water heater tank If air pressure is usedl) 2. Pressurize the system to 100 p.s.i. and then isolate the pressure source. 3. The system must hold the pressure for 15 min. without loss. 4. If pressure loss is noted, the leaks must be located and repairs made. Use a soap solution to locate leaks when testing with air and visually inspect when testing with water. 5. Repeat procedure until required pressure and time requirements are met. DRAINAGE SYSTEM The sanitary drain lines of the home have been designed to discharge from a single point into the municipal sewer or septic tank feeder line. In most models, all of the plumbing has been assembled, and only the connection from the 3' discharge to the sewer service line must be made. If plumbing facilities. are located on both halves of the home, then a crossover line must be installed. A flexible neoprene or ABS coupler is provided in the Set -Up Kit for this purpose. (See Illustration 23) FLOOR JOIST ..... 9 n K4 �I-REAM STRAY C OUVLER DRAIN LINE Drain line crossover detail Illustration 23 Due to the location of the bathrooms on some models, it is not possible to assemble the drain line inside the floor cavity. On these models a portion of the drain line must be installed during set-up. When site assembly is required, all pipe and fittings must be installed according to the RADCO approved drain line schematic specifically designed for this home and provided with the Setup Manual. All materials needed to complete this installation are included with the ship loose parts supplied in the home. The following instructions must be followed in completing the drain lines: Check all piping and stub -outs to insure that the ends are clean and free of burrs. All solvent welded connections should be made according to the instructions provided by the manufacturer of the cement. All pipe shall be inserted the full depth of the socket fitting. Assembly of the field installed portion of the DWV system should begin at the most remote end and work toward the outlet. All cleanouts shall be accessible with a minimum unobstructed clearance of 12 inches directly in front of the opening. Each cleanout fitting shall open in a direction opposite the flow or at right angles to the pipe. The grade of the drain line must be at least 1/4" of fall for each 12' of run unless otherwise noted on the DWV schematic included with this manual. When the assembly is complete, the permanent drain line supports shall be installed at maximum 480 o.c. See Illustration 24 for suggested methods of drain line support installation. The completed DWV system shall be subjected to a flood level test as required by section 3280.612(b) (3) of the Federal Manufactured Home Standards as follows: 'The home shall be in a level position, all fixtures shall be connected, and the entire system shall be filled with water to the rim of the toilet bowl. (Tub 24 and shower drains shall be plugged.) After all trapped air has been released, the test shall be sustained for not less than 15 minutes without evidence of leaks. Then the system shall be unplugged and emptied. The waste piping above the level of the toilet bowl shall then be tested and show no indication of leakage when the high fixtures are filled with water and emptied simultaneously to obtain the maximum possible flow in the drain piping." /u 2 16 GAGE STAPLES EACH END (7/16"x2") MINIMUM 2x3 LUMBER JOISTS 10 LUMBER GALV. OR ALUM. STRAP 2 STAPLES EA SIDE DRAIN PIPE Typical outside drain assembly Illustration 24 GAS SYSTEM Connections The gas piping system for homes equipped with gas burning appliances are designed to operate at pressures not to exceed a 14 inch water column (1/2 p.s.i.) and not less than a 7 inch water column (1/4 p.s.i.) A pressure regulator capable of maintaining these allowable pressures must be installed in the event the municipal pressure is greater than the allowable. If the home is constructed with gas appliances on both sides of the home, it will be necessary to install the gas crossover flex line before the piping system is connected to the supply line. An AGA approved gas flex line equipped with a "Quick -Disconnect' coupler has been provided in the Set -Up Kit, if required. The direction of gas flow is noted on the coupler. It is essential that these directions be followed: (See Illustration 25) NOTE -Inlet and crossover connections should be made by an authorized or licensed gas serviceman. -Each fitting and appliance should be checked for gas leakage by qualified service personnel after all connections have been made. (See Gas Test Procedures) TaFLOOR JOIST •LACK FIFE ADAPTER 1 FLEX LINE QUICK DISCONNECT Gas line quick disconnect Illustration 25 111 CAUTION 111 - Check all gas appliances to Insure they are setup for the type of gas being supplied (ie Natural or Liquid Petroleum Gas). Conversions, when necessary, must be made by qualified personnel. - All conversions must be made In accordance with the Instructions provided by the appliance manufacturer. Gas System Test Procedure The gas piping system should be retested before the system is placed in service. It is essential that qualified personnel perform this test in order to insure safe operation of all gas appliances. Many gas utility companies (and often will conduct this test) that the system be pressure tested before connecting to the gas meter. The recommended test procedure is as follows: Ill CAUTION III -Do not apply pressures greater than 0.5 P.S.I. -Do not use soap solutions containing ammonia on brass fittings. 1. Open the shut off valve to each appliance. 2:- Apply a pressure of 0.25 to 0.50 p.s.i. Use a - pressure gage calibrated in 0.1 psi increments to measure pressure. 3. Apply a soap solution to all fittings and flexible connectors while visually inspecting for leaks. 4.. Eliminate any leaks that are found and continue testing until all fittings and connectors - pass. HEATING SYSTEM There are three basic types of downflow forced air heating systems used in the construction of Fuqua Homes. Each system requires the installation of one or two insulated flexible ducts during set-up. The appropriate number and size of ducts are provided with the home. If additional flex -duct is 25 required, it must have a minimum R-4 insulation value and a continuous vapor barrier with a perm rating not more than 1 perm. Collars, on which the flex -ducts are to be connected, have been properly placed to the underside of the primary ducts at the time of construction. The flex -ducts are to be installed by first removing the protective tape covering the collars, then placing the 'screw - clamps' over the connecting flanges. The screws should be sufficiently tight to prevent air leakage but not to the point of 'buckling° the collar. Illustration 20 shows the three systems requiring this procedure. Exterior crossover ducts must be securely strapped to a floor joist or chassis member at maximum 48. O.C. A minimum 4 inch ground clearance must be maintained. In order to maintain the proper ground clearance, the circular Hex duct may be compressed to an SR oval. It may also be supported by concrete blocks or pressure treated pads. See Illustration 26. Heat duct crossover systems Illustration 26 ELECTRICAL SYSTEM Power supply The electrical system of your home is designed to be connected to a 120/240 volt power supply rated between 100 and 200 amperes. The conductors connecting the electrical distribution panel (breaker box) and the service equipment (meter base and/or breakers) are called feeders. An adequately sized power supply at the meter must be available at the site. A power supply that is too small may result in premature equipment failure and/or nuisance tripping of the breakers. The proper rating for the power supply can be located on the breaker box and on a tag located outside by the feeder or service entrance. Feeder wire and junction box In order to select the proper size feeder wire and junction box, determine the correct size power supply as described above and refer to the Electrical feeder and Junction Box Size Table below. These values are based on an ambient temperature of 86° F and do not take voltage drop into consideration. Four insulated feeder conductors are required, one of which must be a grounding conductor. The feeder conductors may extend upward and feed through a mast or weatherhead or they may extend down and connect through a junction box selected from Electrical Feeder and Junction Box Table shown below. If a masthead is used, it may be located above or below the roof overhang. If it extends above the roof, allow a minimum of 8 feet clearance above all points where the conductors pass over the roof. There are two exceptions to this rule. 1) If the roof has a minimum slope of 4 in 12 or greater, the vertical clearance may be reduced to 3 feet. 2.) If no more than 4 feet of service -drop conductor pass above the roof overhang and the conductors terminate at an approved support, the vertical clearance may be reduced to 18 inches. A minimum clearance is also required between the final grade and the service conductors. This dimension varies from 10 to 18 feet depending on the type of traffic anticipated below the service drop. (See the National Electric Code for additional information.) Whenever practical locate the service head above the point of attachment of the service -drop conductors and make them raintight. If a raceway extends from the distribution panel to the underside of the home, an approved junction box or fitting must be used to connect to the supply raceway. The junction box or fitting and the feeder conductors are to be supplied by the installer or owner. Install the properly sized conductors from the distribution panel to the service entrance. All conductors must be buried to meet minimum burial requirements outlined in the National Electric Code. Conductors emerging from the ground must be protected to a minimum depth of 18 inches and at least 8 feet above the ground or to the point of entrance into the home. Grounding All feeder connected homes must be properly grounded through the grounding bar in the distribution panel. The neutral bar shall not be grounded. This safety requirement will help protect the occupants from electrical shock. The grounding shall be accomplished by attaching the feeder ground wire to the grounding terminal in the distribution panel and to.a suitable ground at the service entrance (meter base). If the meter base is located on the home, a grounding conductor, (continuous length of #4 copper minimum) must be connected to an approved grounding electrode. The grounding electrode should be an 8' length of 1/2" diameter copper rod or 3/4' diameter galvanized steel pipe. The electrode shall be driven into the ground at least 12' below the surface and 2' away from the foundation or buried horizontally at least 30" below the surface. The grounding conductor must then be connected to the grounding electrode with a grounding clamp and cover. 26 Electrical Feeder and Junctlon Box Size Table MINIMUM SIZES FEEDER WIRE TYPES (AWG) AND SIZES (AWG) FEEDER RH - RHH - RHW - TWH - THWN - THHN - XHHN AND MAIN JUNCTION CONDUIT CONDUCTORS NEUTRAL GROUNDING BREAKER BOX SIZE RED OR BLACK WHITE BARE OR GREEN SIZE (INCHES) (INCHES) COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 AMP 10 X 10 X 4 1 1/4 # 4 # 2 # 4 # 2 # 4 # 2 150 AMP 10 X 12 X 4 1 1/2 # 1 2/0 # 1 2/0 # 1 2/0 200 AMP 12 X 12 X 4 2 2/0 4/0 2/0 4/0 2/0 4/0 26 SERVICE EQUIPMENT DISTRIBUTION PANEL METER BASE ---,,,,,° ° (WITH ISOLATED 1 11 NEUTRAL) 0m m e e m m I CID I r� r� Le J L2J LINE OOKmio O'm MAIN BREAKER TERMINALS lel Iel le la ej NEUTRAL BUS - NOT BONDED TO ENCLOSURE CONDUIT SERVICE ENTRY (SEE TABLE) Test Procedures I CID I L _ J c-==� ne lei C r'—t_-1e r—:[- L -1_J Caassaa] �\� #4 COPPER GROUND TO APPROVED GROUNDING CONDUIT WITH ELECTRODE SYSTEM. FEEDER CONDUCTORS Electrical connection details Illustration 27 The electrical tests should be performed only after all interior and exterior trim installations have been made. All electrical tests should be performed by qualified licensed electricians only. Use only approved testing equipment for these tests. CAUTION The electric water heater circuit must be turned off or the tank must be filled with water before power is supplied to the distribution panel In order to avoid heating element failure. The recommended test procedures are as follows: A. Continuitv check: 1- Continuity - 110/220 Volt AC. The grounding continuity test must be performed before the feeder conductors are connected. 2- Connect one clip of a flashlight continuity tester to a convenient ground (galvanized water line, metal skin, etc.) and touch the other clip to each fixture canopy. The continuity light should illuminate if the fixture is property grounded. 27 EQUIPMENT GROUNDING BUS CHASSIS GROUND 3- Repeat this test for direct wired appliances and fixtures. 4- Any defect- noted must be repaired and retested before electric service is connected. B. Polarity and operational check: 1- (Perform after the electric seryice has been connected.) The home is to be tested for reversed polarity, open grounds and shorts by plugging a circuit tester in each receptacle in the home. 2- The cause of any defects should be found and repairs made. 3- Install light bulbs in all fixtures and check for proper operation by turning on the appropriate switch. 4- Repair or replace any fixture or switch that fails to function property. C. Ground Fault Circuit Interruption check: 1- Make certain that each receptacle requiring GFCI protection is on the correct circuit. 2- Check each ground fault interrupter device by pressing the test button. 3- Replace any GFCI device that does not function property. Crossover Connections The primary junction boxes, in which the crossover connections are to be made, are located at the rear centerline underneath the floor. Due to specific electrical requirements of some floor plan designs, additional crossover junction boxes may be placed along the center- line of the home. Also, any of the four crossover methods shown may have been used. The conductor connection requirements are the same for each method. For specific instructions for completing each type of crossover, see Illustration 28. Crossover connection details Illustration 28 28 1. Remove the junction box cover on the utility A -HALF S -HALF half and install the conduit and conductors provided between the boxes. (See Illustration) CROSSOVER CONNECTOR JUNCTION SO: JUNCTION a0E 2. Connect color coded conductors using properly sized connectors. 3. The junction box must be provided with an a HD approved grounding clip or lug. GROUND COLOR COOED WIRES 4. Replace and secure junction box covers. MULTIPLE CIRCUITS • - IIS VOLTS - OR 2S0 VOLT! 1. Remove inspection panel and junction box cover plate to reveal cables. 2. Insert cables from secondary halfinto TYPICAL !RANCH CIRCUIT CONDUCTORS FROM PUu•' on SWITCH junction box located on the opposite half. INSTROUTHMI PANSL OR CTALtC IC IC 3. Connect the color coded wires with properly J-GOS LOC.TI sized connectors. - PULLED THOU °Kann R, PL \ 4. If the junction box is metallic, attach ground - ____ wire to box with approved grounding clip or lug. /A' OEEP GADO IN RIII JOIST PIS GA. WSG MR! V"TlCTORS 5. Secure all cables to structural membersL L within 12" of the junction box. PLYWOOO ACCESS PANELS PAGraKED TO PRAYING WITH SCRIWS 6. Replace insulation and reinstall the cover plate and inspection panels. NONHETALIC JUNCTION.D: 1. Remove exterior wall close-up material. CONOUCTONG POCH DIT"""T'°" PARK L 2. Pull conductors from B -half and thread through junction box in A -half. - - - - - 3. Move inside house and connect color coded conductors using properly sized connectors. 4. Make sure wire protectors and insulation are I.OA NSG WIRE PROTECTORS in place and replace wall close-up material. 1. If an AMP cable connector is used: L°GRIN• TAG a. Orient the connectors so the mating ends align with each other as shown. LOCKING LATCH b. Slide the connectors into each other until the locking latches engage the locking • tabs. �` 2. Make sure insulation is in place and replace close- up material. WATCHING PACES Crossover connection details Illustration 28 28 FIREPLACE AND APPLIANCE INSTALLATION FIREPLACE INSTALLATION When an optional fireplace is installed, the installation will be complete except for the chimney and combustion air ducts. Both items must be finished before the fireplace can be .,- used. ..Chimney - Before installing the chimney, remove all weather -protecting materials covering the exhaust stack and view inside of the exhaust chimney and be sure to remove any foreign material before continuing. All of the parts required to complete the chimney installation have been shipped with the home. Installation instructions for the chimney are provided by the fireplace manufacturer and are placed either inside the fireplace or with the box of parts. Combustion Air Ducts - The combustion air for the fire chamber must be drawn from outside the home. This serves a dual function of maintaining clean air in the home and preventing cold air from being drawn into the home through openings around windows and doors thus making the fireplace a more efficient heating unit. When this home was built, the combustion air ducts were terminated just beneath the bottom covering of the floor. If the home is installed over a crawl space or basement or skirting is installed after the home is set up, these ducts must be extended to a point outside the enclosed area under the floor of the home. Due to the variety of field conditions encountered, the ducting and connectors are not supplied by the manufacturer, however they may be purchased from your local hardware store. Installation instructions detailing this work are provided by the fireplace manufacturer and are placed either inside the firepi ace or with the box of chimney parts. FURNACE ROOF JACK CROWN ASSEMBLY The furnace roof jack crown assembly for this home may have been shipped loose in order to comply with transportation requirements. If this is the case, a warning tag will be attached to the fuel supply line, the furnace and the furnace thermostat. The crown assembly must be installed before placing the furnace in operation. The roof jack crown assembly and instructions for installation are located inside the home. 29 /RAIN CAP SEE FIREPLACE MFG. t-4—RAIN INSTALLATION INSTRUCTIONS ;MMUSPARK ARRESTOR FOR MIN. ROOF CLEARANCES _— CHIMNEY CAP ADAPTOR — I _TRIPLE WALL PIPE STORM COLLAR FLASHING r a�aol: COMBUSTION AIR Y DUCT TO OUTSIDE WALL / BASEMENT OR CRAWL SPACE a �y Fireplace installation details Illustration 29 CLOTHES DRYER EXHAUST VENT Most homes are designed and constructed to accommodate a clothes dryer. If your home is so designed, an opening has been provided in the exterior wall or through the floor for the installation of the exhaust duct. To properly complete the construction, the protective shipping covers must first be removed; then follow the instructions provided by the appliance manufacturer. Illustration 30 shows the most common installation procedure. CAUTION All moisture -lint exhaust ducts must terminate outside the home to prevent excessive amounts of moisture accumulation under the home or inside the walls, roof or floor. FLOOR INSTALLATION WALL INSTALLATION FLOOR EXT. WALL EXT. CAULK PATCH WALL PATCH WALL VENT —j— FLOOR I PIPE L _ J01'T I I EXT. F�j WALL 1 — — — — — — — WALL FLOOR PATCH JOIST e PLYWOOD J PATCH / SKIRTING SKIRTING FIELD INSTALL THRU SKIRTING Clothes dryer vent Illustration 30 SKIRTING/VENTILATION Skirting is strongly recommended. It reduces the circulation of cold air under the home where the heat ducts and plumbing are generally located. The installation of skirting should be considered necessary to prevent plumbing from freezing if the home is installed where temperatures fall below 25° f. for any prolonged period. Wood, metal, or other common siding materials may be used for skirting. If wood products are used, it is essential that the material be properly treated to prevent deterioration from moisture. If the home is to be located in an area that is known to contain termites or other wood eating insects, then adequate measures must be taken to protect skirting material as well as the underside of the home. Any commercial pest control company can recommend the treatment best suited for your particular locale. Skirted homes with recessed entries, porches or decks, which permit water to pass through the flooring must have skirting or a foundation wall between the entry, porch or deck and the rest of the home to prevent water from draining under the home. When skirting is installed, the area under the home must be vented to minimize the accumulation of moisture. The required venting should be accomplished by the. installation of vents having a net free area of at least 1 sq. ft. for each 150 sq. ft. of floor area of the home. The vents should be equally (approximately) spaced along each side and the ends of the home with vents located near the comers. This arrangement should provide good cross ventilation. The vents should be of a corrosion resistant material. At least one access panel, min. 18 in. x 24 in., should be installed in the skirting to allow adequate space for access to the under side of the home. Additionally, the area around the home should be properly graded to provide runoff of excess moisture. 30 AIR CONDITIONER INSTALLATION ***CAUTION*** All electrical connections made to energize the air conditioning equipment should be made by a licensed electrician. The complete installation must conform to Article 440 of the National Electric Code and applicable local codes. Branch circuits installed at the factory for the purpose of energizing air conditioning equipment will have a junction box located on the bottom side of the home. A data plate will be placed on the side of the home adjacent to this box, outlining the maximum full load ampere draw for the indicated branch circuit. In installing air conditioning equipment, it must not exceed the indicated circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home, and the instructions shipped with the air conditioner should be closely followed in making the installation. When the electrical connection is made via a junction box beneath the home, the field installation wiring beyond the junction box must incorporate a fuse disconnect (size in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with the fuse disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, the rating, the location of the disconnect, the branch circuit protection, and the connections to the equipment are.to be determined by the local inspection authorities. EVAPORATIVE COOLER NOTE: The electrical connection must be made only by qualified personnel. On models equipped for installation of optional evaporative cooler, install the roof mounted cooler according to the instructions with the cooler. Remove the cover from roof mounted junction box and make the connection of the color coded wires using properly sized connectors. (See Illustration 30). NOTE: Coolers rated between 12 and 16 Amps to be Installed on 20 Amp circuit. Coolers rated at 12 Amps or less are to be Installed on 15 Amp circuit. WEATHER PROOF JUNCTION BOX LOCATED ON ROOF OF HOME ROOF JACK Evaporative cooler connection Illustration 31 31 EXTERIOR LIGHT CONNECTION Remove Junction Box cover. Make color coded wire -to -wire connections using wire nuts appropriately sized for connection. (See Illustration 32). Secure light fixture to Junction Box. Furnish bulb and attach globe. EXTERIOR LIGHT FIXTURE GLOBE JUNCTION BOX GROUND CONNECTOR COLOR CODED WIRE NUT WIRES Exterior light connection Illustration 32 Some fixtures have conductors that are not coded black and white. In this is the case, examine the conductors closely for 'tracers', (markings used to distinguish one conductor from another). The conductor that has the 'tracer' must be connected to the white conductor. FINAL INSPECTION GENERAL After your Fuqua home has been completely set up, it should be professionally inspected for transit and set-up damage and to insure that nothing has been overlooked which could cause a service problem. Special emphasis should be placed on the following items: EXTERIOR SIDING & TRIM A thorough check should be made of all portions of the exterior siding to make certain that it is not cracked, split, buckled, or loose. Any siding observed to be in this condition should be repaired or replaced. All fasteners that are loose should be retightened or replaced. All decorative trim pieces or molding strips, including J -rail or molding along the edge of the roof, should be checked to make certain there are no gaps or voids in the sealant tapes or caulking material. If any such places are observed, they should be released. ROOFS The roof should be checked to make certain that all flashings are in place and properly attached and sealed. If you home has a metal roof installed, it should be inspected for any signs of cracks or holes. In the event your home has a composition roof, the shingles should be checked for proper attachment, making certain that none are loose or have been displaced during transit. ItY4 III CAUTION III On metal roof applications, the roofs do not have a solid sub roof maternal. If It Is necessary to walk on the roof for repairs or Inspections, plywood sheets or boards should be used to distribute your weight over several rafters. If required to step directly on the metal roof, care should be taken to avoid placing your weight directly between rafters. You should always attempt to step directly on top of a rafter. If this is not done, the seams on the metal rood could be damaged. CLEARANCES If there are any low -hanging trees or bushes adjacent to your home which could damage the exterior or the roof, they should be trimmed as necessary. Future growth of these bushes or trees should be considered as well as .their possible movement during wind conditions or under snow or ice loads. OPERATIONAL CHECK Make a complete final check of all components to insure that all are operating properly. This includes all swinging and sliding doors, drawers, windows, electric circuits, appliances, exhaust fans, smoke .detectors, ground fault circuit breakers, etc. Check the operation of sinks, bath tubs, shower stalls, washer connections, and all heat registers. Adjustments should be made where necessary. RELOCATION THIS HOME SHOULD ONLY BE MOVED BY A PROFESSIONAL MANUFACTURED HOUSE MOVER. If you find it necessary to move your home, the following items must be checked closely: Obtain the roof load, wind load and temperature zone requirements at the new destination. If the requirements are greater than specified on the compliance certificate of your home, the home should' hot be moved to the new destination as modification costs will most likely be prohibitive. If you are uncertain, a competent manufactured home mover, the dealer or the manufacturer should be contacted to ensure your home meets the new requirements. If tires and/or axles have been removed, they must be replaced with minimum 6000 lb. rated axles and 3000 Ib. rated tires. On axle assemblies, the condition of the bearings and brakes must be checked and repaired if necessary. Tires must be checked for proper inflation, minimum 1/161' tread and checks and splits. 2x6 diagonal shipping braces must be secured at the front and in the axle area after the units have been separated. * Ridge beam supports must be placed at maximum 8' O.C. in open areas. * Appliances must be secured to prevent movement during transportation. * Dust caps must be placed on the ends of all pipe connections. * Any home that is stored more than 15 days must be blocked to prevent excessive deflection and possible structural damage. The blocks must be placed under each I -Beam at the rear of the home and midway between the axles and hitch. Remember, this home was designed to be transported with only minimal contents. If additional furniture, personal belongings, set- up materials or other items are stored in the home during transit, substantial damage may result. This damage is not covered under the warranty. III CAUTION !!I Do not store Items In this home which were not originally shipped in the home If it is being moved. Additional weight during shipment will result in transit damage. The National Mobile Home Construction .& Safety Standards Act is administered by the Department of Housing & Urban Development (HUD). Any questions concerning the Act or consumer's rights under the Act, should be directed to H.U.D. In order to contact H.U.D., you should refer to the Department of Housing and Urban Development under listings for the U.S. Government in your phone book. Your letter or call should be directed to the 'Consumer Complaint Offices' in the local H.U.D. or F.H.A. office. The central H.U.D. office may be contacted directly by writing or calling the Mobile Home Standards Division, Department of Housing and Development, Washington, D.C. 20410. (Telephone: 202/472-4703). 33 crop FUQx1A HOMES ""ter Idea V'%./ FUQUA HOMES, INC., 7100 SOUTH COOPER, ARLINGTON, TEXAS 76001 3-08 (7-1-97)• I AND WHEN RECORDED M�IIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965' 2005-001 2342 Recorded Official Records CountEff Of CANDACE J. 6RtIBBS Recorder ROSEMARY DICKSON Assistant 11:20AN 64 -Mar -2005 REC FEE 13.00 CONFORM 1.00 Andrew Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; .and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, Staie of California, described as follows: Date Z " � ro5 5 CE AI -T- �-►-D 60G-� G2•i P n OrA/ PROPERTY ZJ'ayw,ts T 547 U ,e S T- uWPVL siEvft-'-t4S State of California ) County of &L ) ri On QiW 6 before me, Put o I w nen FA—W , NOi'1W Pt'b personally appeared -AMM4w.QLnd lard persmra#y knova to-me.(or proved to me on the basis ot satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sh they executed the same in WsA�er/their authorized capacity(ies), and that by h1sfher/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. y!_ISSI DEN /� i ���M►''# 1396913 Signature / �/l L'�(I,� Seal: ruc. cnur�un A.P. # () 41 -� 2,Q) — 051 'AUNTY �..;z �f"1. 10, 2007 vve•••d -. .'v'YYv CAW. i 1399913 BUm CALTMINw FOR .1.2/13/ZOU4 1.Z: ZU. V 11 • • ... ...JrM.�4�.�yu ...vim. ..... .. .. ... 1. Y ORDER NO. BU -166286-2 CH DESCR.rPTION THE i".,AND REFERRED TO IN THIS REPORT. IS SITUATED IN THE.STATE OF CALrFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL it COMMENCING AT THE NORTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 20 NORTI1, RANGE 4 EAST, M . D . B & M.;. THENCE 'EAST ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION.4; A DISTANCE OF 500 FEET; 'THENCE' SOUTH AND PARALLEL .TO THE WEST LINE OF THE EAST IFALFF OF THE NORTHEAST QUARTER OF SAID SECTION 4, A DISTANCE OF 340 FEET TO TfiE POINT OF BEGINNING FOR T1[E. PARCEL OF LAND If EREIN DESCRIBED; THENCE SOUTH AND PARALLEL TO THE WEST LINE OF THE EAST HALF OF .THE NORTHEAST. QUARTER OF SAID SECTION 4,. A'DISTANCE Or- 341 FEET; THENCE EAST AND PARALLEL WITH THE NORTH LINE *OF SAID SECTION 4, A DISTANCE OF 6�0 FEET TO A POINT ON THIS EAST LINE .OF SAID SECTION 4; THENCE NORTH ALONG THE EAST LINE OF SAID SECTION 4, A DISTANCE or.. 341 FEET TO A POINT THAT BEARS EAST AND. PARALLEL TO THE NORTH LINE OF SAID SECTION 4 PROM THE POINT OF BEGINNING; TIiENCE WEST AND PARALLEL TO THE NOOF RTH .LINE BEG2NSAID SECTION 4, A DISTANCE OF 820 FEET TO THE POINT. OF NirING . EXCEPTING THEREFROM AN UNDIVIDED l/4 INTEREST IN ALL OIL, GAS, AND OTHER HYDROCARBONS AND MINERALS BY'JEANETTE WILSON, ALSO KNOWN AS JANNET WILSON, UNDER DEED RECORDED AUGUST 13, 1943, IN BOOK 290, PAGE 491, OFFICIAL'RECORDr,. FARCRL 1I A RI.C4NT OF WAY FOR ROAD PURPOSES OVER T1IE WESTERLY 60 FEET OF THE EAST HM,F .OF THE EAST. HALF OF SECTION 4, TOWNSHIP 20 NORTH, ..RANGE 4 EAST, 'M.D.B. &.M., LYING NORTfiERLY OF Tilt- OROVILLE-CHEROKEE ROAD pARC�L ziZt A RIGHT OF' WAY FOR ROAD PURPOSES OVER A STRIP OF•LAND 60 FEET`IN WIDTH, THE CENTERLINE OL' WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE EA$T HALF OF NORTHEAST.QUARTER .THE M.D:B• OF.SBCTION.4, TOWNSHIP 20 NORTH, RANGE 4 EAST, & M.; THENCE SOUTH ALONG THE WEST LINE OF THE EAST .HALF OF e CONTINUED D_e0ar1pt1on: Butte, CA Document-Year.DocTD 1999.40795 Page: 2 of 3 order: lmon Commeri t : Received Tiiiie Dec -13- 11.3GAM r %A6,riptfon::Butte,CA. Doqumant-Year.DoclD 1999:40795 Page: 3.of 3 �rder:.mon Comment: Received Time Dec;13 11 3GRM N BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVI 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) AGRICULTURAL BUILDING EXEMPTION PERM P�EryryR�MIT NO. !C) - 1-7c, Agricultural building is defined as follows: Agricultural building is a structure desigv(ed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. I _ ��- ® ZONING OWNER PHONE NO. 5,-3o i vQ OWNERP AD ESS �� I �� c LOCATION OF BUILDING i E USE OF BUILDING SIZE OF STRUCTURE X_ I r9O C) SO. FT. TYPE OF CONSTRUCTION: , / WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ Q(90' AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: , f - � FRONT ��"~"' SIDES d mwrti REAR 'W AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any permits, inspections, and approvals to comply wi�he r�� nts in effect at that time and before occupancy. -- Date 6 ` 3 G � 98 Signature of Owner Permit Fee - $60.00 Receipt No. e9 q3(p The above descnbed"AG Buildinq is exempt from a-buifdina permit Manager Building Division By �� Date 2 %� White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant COUY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DI=0N 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 r PERMIT APPLICATION DATA SHEET OWNER: ASSESSORPARCEL Proposed Building Use: _ Building Inspector: I Date: / At time of permit applica n, was advised the following data must be 2119mitted prior to permit p ess' g and/or issuance: .All items have been submitted.------------------------------------------------- ------------------------------------ Date Received By 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- Ell 3 --------------------------------------------------------❑13 . Flood elevatiowcertificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16: Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 7. Planning approval for (A) Use: (B) Parking: -------------------------- 18. Contact Land Development about Improvements, ❑ Drainage, VLegal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- _ ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑ 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - ❑24. Letter of signature authorization. -------------------------------------------- ❑ 2 5. Recorded copy of Agricultural Acknowledgment Statement. ------------- 026. Letter of intent on building use. ---------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------- 1328. Existing violations and/or expired permits. --------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. (Date) Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, oroville CA 95965 Phone: 916-538-7541 JAMES STEPHENS PO BOX 1135 PARADISE, CA 95967-1135 RE: AG EX PERMIT APPLICATION #98-79AG DATE: 7/8/98 A.P. # 041-250-059 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered -Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans.". Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for.Non-Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit.. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. =Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. . sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: CONTACT THE LAND DEVELOPMENT SECTION OF PUBLIC WORKS AT 538-7266 CONCERNING THE rREQTTnN nFRn Should you have any questions concerning the abnvP- nlease contact of this office. MCV:ahb SCOTT'RUTHERFORD LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE OWNERS JAMES STEPHENS NAME PRINT LAST NAME FIRST ADDRESS / LOCATION: Building Permit No. 98- 7 9 AG A.P. 041-25-0-059 NUMBER r COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: NO R» C=i2q N T'. PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: I / DATE OF CREATION: �! ZZ! �P% DEED REFERENCE: (4 4 o o r— LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR -DEED CREATION: YES NO COMMENTS/CONDITIONS: F --O V l V, L= �1� �T� C7 �.� i — 1_t!—:::Ca ,q c c VSs MAP INFORMATION: ~ DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $. to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. `Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the .Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. °All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of ::'the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. ;Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission .requirements of the Catifomia 'Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist.. This person would then be able to assess the site significance and suggest appropriate mitigation measures. ' I - %1. 23. —24.- -25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE _A 21. _.. . 23. —24.- -25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE _A LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS JAMES STEPHENS NAME PRINT LAST NAME FIRST ADDRESS / LOCATION: COUNTY ZONING Building Perrot No. 98-79AG A.P. NUMBER 041-25-0-059 DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CO DITIOMAI I APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL• NO Rn rF�NT. �ARCEL CREATION BY DEEDS V/ OR MAP DEED INFORMATION: DATE OF CREATION: ZZI 6P DEED REFERENCE:_ 14 `T o o Iz 3Z� LEGAL ACCESS PROVIDED: YES NO LE9AL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: / : YES NO MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION NLESS OTHERWISE NOTED —1. Maintain a 50 fL building setback from centerline of road. —2. Maintain a R building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. , —4. Maintain a 100 R leachfield setback from all ebsting wells. —5. Maintain a R leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fre Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fir Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFr Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves parcel. Recorded at the request of Return to _•__^���_..».«��..�, . ............ ........... ....... ..................... .. O! T - � MY ata o�ast _A9__ e%bd OFa'ICIAt - RIiCORDS • BUTTE COUNTY, CAUFORNIA �� �• _$.�— mss[ 1t[C A . 10 144 n t tb cInairidual, For value received Aaron A. Rauch and GRANT ........ to ILaura -.Lee Young ✓ all that real property situate in the Shirley Ruuch, his wi;'e, i , . I County of Butte commencing. State of California, described as folln:c� Section at.the Northwest corner 4. Totntsbip 20 North .E °t.the East halt of North line of the Northeast , aagd:4 East. qt hal � ri the Northeast quarter of : South.and quarter of said Section 'i thence east -ales Parallel. to the West lige of the g the ,;.said Section 4. a distance of 500 teat land herein deiorlbedtsacs of 340 toot to tEast halt of the Northeast i thence 1 of the Northeast i thence South and Point of beginning quarter of parallel with quarter of said Sectionpgrallel to the West-lin.fot the parcel of the North lino of said Section 4distance of 341 feet the East halt the stat 1lae °f tiaid Section 4 p a distance of 8 a distance"40 341 feet. i thence North 'thence Bast and said Section t0 a point that bears east the East li a clef to a point on line of said Seat the point of beginning;' said Section .i, q•.i distance of 820 thence Nest to the North line of feet to the Parallel to the North y Point of beginning. Reserving therefrom s right of way�.. .....•. ToQethe for road purposes over half of Fth E a right of the Ba[t: .1 60 fact thereof. axt of of Way for road purposos over the Ncsteri Road. said Section 4. lying Northerly � feet of the last - y of the Orovj ile+Claeralcw., Y. . Also toO�e ther with a right of way for road purposes over a strip of land 60 feet in —' width, ne centerline of which is described as follows: Commencing at the Northwest corner of the East half of the Northeast quarter of said Section 4; thence, uth alonirw. the west line of the East half of the Northeast quarter of said Section 4, adistance*tom of 661 t@et to the point of beginning for said centerline; thence East and parallel with the North line of said Section 4, a distance of 1320 feat to a point on the. East line of said Seotioh 4.and the end of said centerline. Excepting therefrom that i portion of said right of way lying within the boundaries of the above described it property. Excepting therefrom an undivided 4 interest in all oil, gas and other pydrocarbon8 and minerals by Jeannette Nilson, also known as Jannet Milson, under deed recorded August 13, 1943 in Book "290" of Official Records, at page 481. 1. Dated......... A.u._guZt....9.,.. j.966 ...................19........ �l . ............ STATE OF CALIFORNIA ............................coveter on .......... 0..66, bell,. a Notary Public, In and /re said State, personally appeared......._.. ._.._ _......»......_.. Aaron A. Rauch and Shirlay Rauch ,,.,.r+• _......_......»........._......_............._..».._.._..»..........................._.............. E1`glai ............................known to me to be the person. S whose nanw, 8 . are.erbre AVID V• sta ro the wtthln btstrumme, and acknowledged to ttjhat. ,,,.ilei,/,, �tedQthe so "Atm O d d Mycommtesionerpdm...'ll"6G �Jl-�A1.L1.YI G!! we was »._. ............ . Notary Pttblic ATTORNEY AT LAW MAIL TAX STATEMENTS TO, ITdt hot Age NollywtloQ. 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( Notes n��.;Growin Creating Doc# 1;98819999.999,x" D,ate Y °`" '�' y �`.`� Y11 - y ,. t r �fs� _ 9 �r k d � �F res , " . Bon'dNs-e4 r i ^jJ ` ;. �'T:ot"N kuurrent;D,oc#y II(19QOIMH0092� �`�, Date 08112/°1998 �i�M{u fi S.dus�;��y��Fz y $ ' . f m- �. v0 ;b ���{�j[�� x �y � �v '•'•'k^' y�yy ,Fx�'1{I t �� aKilhng D}�oc#Y;r,tet'r":,-F�leagl V'X FI,x .,r” u•+, -xs a 2 �- ;z4r Asmtpesc f <� Su ICnt 0 ,,$ 9� 60 DU�TZELLNbR� Sir QMH„PP"g:000 J tsr� s 6 j { - P >� Wm!A X -'S 4 �" 'i� ,,� t �c , , K" si {GcL�x�? Zornng �� '1 i �� s-., �A-5-0-0—Dwell g y ' r� �` J �:'x �' F� AsmttiPP Pen w U t r:tN- .,';.e..�" , - r`''�;Y•y r M �.. k u �Exem t o, r J P {�`Ir ' ,�' f'�` o h ti..:.'A r t� i �^'t 4All ' . r k(*,F..' «�, _..:�...'� ��''aae� , ,' Acres f c1 ht"af Mtl�+ lE"iib'J'�CS '3L 'Iu9a: Yti� 4 l�,J J'/ .✓... 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J�i','e Rwl'T" yif'F: .7.74 �f'-t!I'F,4 i'+ 'Y 2i MS4 �R "'�iYJ.¢firE•µ4� t !► ►1, r✓ `�" + » y4 xr �t i i�! J .. 7;?�"Z > a� ^ °" ` �r'�,•2 < ,� t..r t'tF Y> �� 21' 3SS 1'i r �" o �ver� G. s `4r iS ^ i 5 y�"dT,.ted• .�. J yS„' FW'�r"T a, : :r 'A'oc; raf � � n ' ' } ; y 5 �' n" �'� 2001 sa sO7f25t2001 3 27-21 rPMI aF ; . ��....�... 1 .,• T • l � 041-250-059 D jtzel 'Ln L,1. ,vi uville Ag Ex Permit -Livestock &.Equip kG i O 0 (D O �'O 0101-1- 7 0 0 NO 0 O o/ 0 N m N 041-250-059 PERMIT#98-79 STEPHENS, James L,1. ,vi uville Ag Ex Permit -Livestock &.Equip kG i - _,:• �,. April 30, 2002 James T. Stephens PO Box 1135 Paradise, CA. 95967 RE: Butte County Code Violation 60 Dutzel Ln Oroville, CA. SAP# 041-250-059 Dear Mr. Stephens: quite count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 The Butte County Department of Development Services, Code Enforcement section has determined by inspection and research that there are currently code violations present on your property at the above - referenced location. Specifically, the violations include: The keeping of junk and inoperable vehicles in public view. This is an advisory notice that these uses are in violation of the Butte County Code; as follows: Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code, Chapter 24, Section 24-230 - The U (Unclassified) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the U zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 -Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. James T. Stephens April 30, 2002 Page 2 Butte County Code, Chapter 24, Section 24-305.370 - Rubbish. "Rubbish" shall mean all nonputrescible solid wastes, combustible, or noncombustible, including, but not limited to, paper, cardboard, yard clippings, grass, ashes, wood, bedding, crockery, glass, metal and other similar materials, excepting compost boxes. Butte County Code, Chapter 24,- Section 24-305.451 - violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. It is the County's goal-tU bbtaiii voluntary compliance with the Butte County Code. However, you'should"be''" advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: 1. Remove all rubbish from your property and maintain a regular removal schedule in accordance with Butte County Code, Chapter 31, Section 31-50. 2. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. Remove all inoperable/junk vehicles from the property. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. S' erely, n E. Frank Cook Code Enforcement Officer EFC: kJ cc: Department of Development Services, Code Enforcement .I1rdi�: 'i ' hr cyF9�. June 4, 2002 James T. Stephens PO Box 1135 Paradise, CA. 95967 RE: Formal Warning Notice Butte County Code Violation 60 Dutzel Ln., Oroville, CA. AP# 041-250-059 Dear Mr. Stephens: L A N D O F N A T U R A L W E A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: (530) 538-7601 FAX: (530) 538.7785 Through our courtesy notice on April 30, 2002, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the keeping of junk and inoperable vehicles in public view. Your failure to eliminate the stated violations are cause for the issuance of this formal warning notice. As of this date, our records indicate that. the following violations to the Butte County Code still exist: Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code, Chapter 24, Section 24-230 - The U (Unclassified) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the U zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11 -.4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that this violation exists on the property is based on the following definition in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 -Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, harts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. s James T. Stephens June 4, 2002 Page 2 Butte County Code, Chapter 24, Section 24-305.370 - Rubbish. "Rubbish" shall mean all nonputrescible solid wastes, combustible, or noncombustible, including, but not limited to, paper, cardboard, yard clippings, grass, ashes, wood, bedding, crockery, glass, metal and other similar materials, excepting compost boxes. Butte County Code, Chapter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: Remove all rubbish from your property and maintain a regular removal schedule in accordance with Butte County Code, Chapter 31, Section 31-50. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sinc rely, E. Frank Cook Code Enforcement Officer EFC: kj ,cc: Department of Development Services, Code Enforcement 1 2 3 4 5 6 7 8 9 10 11' 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte; I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division, 7 County Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On June 4, 2002, 1 served the foregoing 10 Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope X In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. In the United States Postal Service Mail in Oroville, California. James T. Stephens PO Box 1135 - Paradise, CA. 95967 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on June 4, 2002. at Oroville. California. James Stephens PO Box 1135 Paradise, CA. 95967 RE: Butte County Code Violation 60 Dutzel,-L-n —Oroville, CA. 125.005.9 Dear Mr. Stephens: utte Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 The Butte County Department of Development Services, Code Enforcement section has determined by inspection and research that there are currently code violations present on your property at the above - referenced location. Specifically, the violations include: 1. Unauthorized camping or otherwise occupying a recreational vehicle. This is an advisory notice that these uses are in violation of the Butte County Code, as follows: Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code, Chapter 24, Section 24-260 - Camping Limitations and Prohibitions. A. No person shall place or park or allow the placing or parking of any trailer coach, recreational vehicles, tent trailer or tent, or otherwise occupy or allow the occupancy of any parcel (as defined in Section 24-305.310) for the purpose of camping (as defined in Section 24-305.095) on public or private property within the County for a period in excess of 9 days in any one calendar year, except in an outdoor recreational facility, campground, recreational vehicle park, or hunting/fishing camp, lawfully established and maintained pursuant to this Chapter. Butte County Code, Chapter 19, Section 19-3 - Sanitary Sewage Disposal System Required. It shall be unlawful for any person to maintain, occupy or use any building not provided with a sewage disposal system which disposes or sewage in a sanitary manner. ,;e James Stephens October 11, 2002 Page 2 Butte County Code, Chapter 28, Section 28B-1 - State Housing Law adopted by Reference. This section adopts the State Housing Law. You are in violation of maintaining a residential building not meeting the minimum standards. In order to comply with the Butte County Code and State Housing Law, you are hereby requested to immediately contact the Department of Development Services, Building Division at (530) 538-7541 to obtain the necessary permits and inspections to bring your residential building within minimum standards. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: Butte County Code, Chapter 19 - Sewage Disposal. Sewage, as used in this Chapter, includes any and all waste substances, liquid or solid, associated with human habitation; this includes what is commonly referred to as gray water. It is unlawful for any person to maintain, occupy or use any building not provided with a sewage disposal system which disposes of sewage in a sanitary manner. Chapter 19 requires that prior to any dwelling or building being constructed or occupied, that plans for the means of sewage disposal be submitted to the health officer for his or her approval and that a permit be obtained for any required sewage disposal work. The Building Division requires that any dwelling, building or structure that requires a building permit, whether or not it would utilize a sewage disposal system, must first receive a clearance from the Division of Environmental Health. The clearance by the Division of Environmental Health will verify, before construction, that a proper sewage system can be established or that the construction will not interfere with an existing sewage disposal system or that the construction will not take place in an area that has been designated as a replacement leach field. It is unlawful to construct, maintain or use any sewage disposal system which results in sewage overflowing any lands or into any body of water or to allow the sewage to be accessible to rodents, insects or humans. Not only is a permit required for the original system, but any extensive alteration, repair, relocation addition or replacement shall also require permits, inspections and approvals from the Division of Environmental Health. Butte County Code, Chanter 24 Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. Butte County Code, Chapter 24 Section 24-305.095 - Camping. Occupying or maintaining for occupancy any place for temporary living, sleeping or other human occupancy purposes. "Camping" does not include: The parking or storage of an unoccupied and otherwise unused trailer coach, recreation vehicle, or tent trailer on a privately owned parcel, as defined in Section 24-305.31; occupying a trailer coach, or recreation vehicle, connected pursuant to county permit to permanent sewage disposal and water supply systems; or occupying a trailer coach or a recreation vehicle for any accessory use allowed in the applicable zoning district. 0 James Stephens October 11, 2002 Page 3 It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: Cease and desist camping activities on the property in accordance with the Butte County Code, Chapter 24, Section 24-260(a). Submit plans of the proposed means of sewage system repair and or disposal to the health officer and obtain a permit from the health officer. Bring all residential and non-residential buildings to meet minimum standards. Obtain all required permits from the Building Division of the Department of Development Services for all additions and structures built without approvals and permits. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. 0-cz" ' &' E. Frank Cook Code Enforcement Officer EFC: kj cc: Department of Development Services, Code Enforcement .................... s =5 S March 6, 2003 James T. Stephens P.O.Box 1135 Paradise, Ca 95967 RE: Butte County Code Violation: 60 Dutzel Ln AP#. 041-250-059 Dear James T. Stephens utte C L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The Butte County Department of Development Services, Code Enforcement section has determined by inspection. and research that there are currently code violations present on your property at the above - referenced location. Specifically, the violations include: 1 The accumulation of junk in public view. 2 The keeping of junk and inoperable vehicles in public view; This is an advisory notice that these uses are in violation of the Butte County Code, as follows: Butte Countv Code Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code Chapter 24 Section 24-230 - The U (Unclassified) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the U zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11=4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: - Butte County Code ChUter 24 Section 24-305.240 -'Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. W James T. Stephens March 6, 2003` Page: 2 Butte County Code Chapter 24 Section. 24-305.3 70 - Rubbish. "Rubbish" shall mean all nonputrescible solid wastes, combustible, or noncombustible, including, but not limited to, paper, cardboard, yard clippings, grass, ashes, wood, bedding, crockery, glass, metal and other similar materials, excepting compost boxes. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction action: Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. 2 Remove all inoperable/junk vehicles from the property. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Rick Hamilton Code Enforcement Officer RH: cc: Department of Development Services, Code Enforcement James T. Stephens 60 Dutzel Ln Oroville, Ca 95965 IR Butte County Department of Development Services ADMINISTRATION • BUILDING `.GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile April 7, 2003 James T. Stephens P.O.Box 1135 Paradise, Ca 95967 RE: Formal Warning Notice Butte County Code Violation 60 Dutzel Ln. Oroville, Ca 95965 AP#�04-1=250-059 Dear.: James T. Stephens Through our courtesy notice on March 6, 2003 , you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the: The accumulation of junk in public view. 2 The keeping of junk and inoperable vehicles in public Your failure to eliminate the stated violations are cause for the issuance of this formal warning notice. As of this date, our records indicate that the following violations to the Butte County Code still exist: Butte County ,Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited.. Butte County Code, Chapter 24, Section 24-230 - The U (Unclassified) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the U zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. James T. Stephens April 7, 2003 Page 2 The determination that this violation exists on the property is based on the following definition in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. Butte County Code, Chapter 24, Section 24-305.370 - Rubbish. 'Rubbish" shall mean all nonputrescible solid wastes, combustible, or noncombustible, including, but not limited to, paper, cardboard, yard clippings, grass, ashes, wood, bedding, crockery, glass, metal and other similar materials, excepting compost boxes. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: 1 Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. 2 Remove all inoperable/junk vehicles from the property. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10� days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Rick Hamilton Code Enforcement Officer cc: Department of Development Services, Code Enforcement James T. Stephens 60 Dutzel Ln.. Oroville, Ca 95965 PROOF OF SERVICE BY MAIL 1 1 am a citizen of the United States and employed in the County of Butte; I am, and 2 was at the time of the service hereinafter mentioned, over the age of eighteen years and 3 not a party to the within action. My business address is Department of Development 4 Services, Building Division, 7 County Center Drive, Oroville, California 95965. 1 am readily 5 familiar with the County's practice for collection and processing of 6 correspondence/documents for mailing with the United States Postal Service and that said 7 correspondence/documents are deposited with the United States Postal Service in the. 8 ordinary course of business on the same day. 9 On April 7, 2003, 1 served the foregoing 10 Day Notice on the person(s) named 10 below by placing a true copy thereof in a sealed envelope, with first class postage thereon 11 fully paid, addressed as indicated below, and by placing said envelope., 12 In the appropriate place within the Department of Development Services 14 where mail is collected for mailing with the United States Postal Services 15 on the same day. 16 X In the United States Postal Service Mail in Oroville, California. 17 18 James T. Stephens P.O.Boz 1135 19' Paradise, Ca 95967 20 21 1 declare under penalty of perjury under the laws of the State of California that the 22 foregoing is true and correct and that this declaration was executed on April 7, 2003 at 23 Oroville, California. 24 N 25 lice Mefford 26 27 28 s , g ' E''V:i. 6 ZP E ^I: —_____________________-...______ •••—•-----••••--...... -------------- — - - -_ ---- • -- . . - -• -- - -- - •• -- — • Pte° ��.� o. f .-„ `'� C.:... ar 6% e� 4� Rt ...... � t Ac�j 44r t-_� . -• -- S — V : _ -' -- -- ----------- — -• — .. .. ._ ...... _.. .. ._ .. ...... ------ n — -- •- — — --- -- — _. ._ -' '- .. .. .. .. ._ ._ ............... :......:.. ... ................................................. .. __ .� _. - �c �-. _ _�E�L ;1iU1�Sl�__ V- E F Al 1 1 =1 V ..... � r . : 1 ! F l T J4 5 6 i _ x r �Eo Tr L e I :6 ...: 0 0 E .. .. .................... .. !t f? .. 1 9 1 -------------------- ... e .- _. .. .. __ _ I 5�. :; v� _ e t I� . I L I hh th � /{ I W ......•V • 3- i' t _OILy :6 d_ -' - - - - - 64 c d • cyq t -�C •y _ :�2PPAtJ �f Kc . -- -- .. - -• •• ._ .. .. .. .. - .. .. :_.... ___._......__�..... ........ .. ...s..._... ......... ' .�....... ........�:.... _._._.. _..._ .. .. .. .. .................................... •• __ _• •_ •_ _• __ .. .. ._ .. .. ._ .. .................. .. .. .. .. .. .. ._ .. .. .. .. ._ -• -• : ♦ : - i BIZ �C2L E - . - - - • .. e.. .- • ••...................• -• . • - . r-' .:..... i......:...... .._. ?.._. .. ._ ................... .. .. .. .. .. _ ._ .. .. ._ .. .. .. .. _. .. _.. .. .. .. ............................................ .. .......... .. c ., .. / .. ..__...... ..........................._..............._ ...._........_._._....._..:_....:._.__..- Ffi ............ - _.:.- - :.a � .. assess®�'s Parcel Number: � �.©� ®'�'� — .0 0 � Scale: 1"= 50' Ov ertVarre C M S7-t-PFIEN S o 0 a-a�Gas e� Po� D, �O e -c 4z—el Z- A-4- ' Ck�G� C -453a ��- „, _ .. •••4-�:. 'r-�• - .•. - .. �, •.. .�, ••� �_� �.l 4. ,;,wp�.., .. � �� �•q.-5•'.�,; �. q,. .,,rte,,.; .. •, ��::, �:;.r^-��.. _ •. � }., • • .,.. ;c:,r� •• 1 �• • V U 11 1 FOUNDATION CALCULATIONS Stephens Residence Cherokee, CA Job Number: 05 - February 15, 2005 ,OFESS/0� G. &P LLJ No. 58201 EXP. 06-30-06 %P OF CAU rom the design desk of.... RusSell, Gaflaway AsSodateS 7 Sierra Nevada Court Chico, California 95928 0 (530) 342-0302 fax 342-1882 www.rga-chico.com BA; U Wit E C 0, J, I T - RUILPMV3 DEF RT? AP P R; o t, r r� - I I Serenity Homes Job No. 05 - Stephens Residence 2/14/2005 BC 0.00 1,840 17 1 Input Data 5 7.17 3,508 23 Roof Dead Load 1 Rd[ 10 psf 2,951 Roof Live Load 2 RI, 30 psf 18.67 Floor Dead Load 21 Fdl 10 psf 8 Floor Live Load 5,045 Fl, 40 psf 2 Building Module Width 38.33 D 12.83 ft 3 H.C.B. SET: 10 P = 4000 lbs 26 Soil Bearing Pressure 2 SB = 1000 psf 3,100 Width of P.T. Base Pad 2 Wp = 11.25 in Length of P.T. Base Pad 0 LP = 24.00 in Calculations Vertical Load at Mod -Line: W = (Rdl + RIO x D W = 513 plf Marriage Line Supports Marriage Line #1 No. Location Loads Footing Size No. of P.T. No. of Piers & (ft.) (lbs.) (in. sq.) Base Pads Pier Rated Load Wall 0.00 4,106 25 3 1 16.00 8,552 36 5 3 2 33.33 5,817 29 4 2 12 38.67 2,309 19 2 1 3 42.33 2,222 18 2 1 4 47.33 3,508 23 2 1 Wall - 13 56.00 2,225 18 2 1 0 0 0 0 0 0 0 0 Marriage Line #2 Wall 0.00 1,840 17 1 5 7.17 3,508 23 2 1 6 13.67 2,951 21 2 1 7 18.67 2,800 21 2 1 8 24.58 5,045 27 3 2 9 38.33 4,963 27 3 2 10 43.92 4,534 26 3 2 Wall - 11 56.00 3,100 22 2 1 0 0 0 0 Floor Supports Longitudinal Spacing: Sion 6 Lateral Spacing: Slat 8.75 Trib Area Load Footing Size No. of P.T. No. of Piers & (ft. sq.) (lbs.) (in. sq.) Base Pads Pier Rated Load 52.5 2,625 20 2 1 Perimeter Footing: Trib Length Load Footing Width (ft) (plf) (ft) 6.415 256.6 0.26 Russell, Gallaway Associates Structural Engineering 11 A Serenity Homes Job No. 05 - Stephens Residence 2/14/2005 BC Input Data Design Wind Pressure (75 mph exp. C) P = 20 psf Seismic Load Factor EQ = 0.117 Roof Dead Load Rdl = 10 psf Wall Dead Load Wdl = 10 psf Floor Dead Load Fdl = 10 psf Exterior Wall Height Htw = 8.0 ft Roof Height Htr = 4.0 ft Building Length L = 56.0 ft Building Width W = 38.5 ft Anchor Bolt Working Load, 1/2" x 6" AB = 984 lbs Calculations Wind Load V, P x (Htr + Htw) = 240 pif Seismic Load V.q EQ X (Rd[ + Wdl + Fd1) = 3.51 psf Seismic in Longitudinal Direction Veq - iong = Veq x L = 197 plf Longitudinal Wall shear 83 plf No. of 1/2" x 6" AB req'd at end wall 5 Maximum Spacing 11.20 ft. Seismic in Transverse Direction Veq -tmns = Veq X W 135 plf Transverse Wall shear 175 plf No. of 1/2" x 6" AB req'd at side wall 7 Maximum Spacing = 5.50 ft. Total No. of Vents Min. underfloor venting is I sq. ft. of vent for every 150 sq. ft. of underfloor area. Total underfloor area 2156 sq ft Total No. of 6" x 14" vents 25 Russell, Gallaway Associates Structural Engineering I F� CDF FIRE SAFE REQUIREMENTS AP# /�//—c-9- S-- r� PERMIT# 05- e,�—Y,57, NAME C 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 D minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance ins;:*ctions. F Driveway -Standards Pq Surface. All driveway surfaces and structures (bridges, culverts and other structures which supplement the roadway bed or shoulders) shall appurtenant provided unobstructed access to conventional drive vehicles, including sedans F and fire apparatus weighing up to 40,000 pounds. 1XI Grade. Not to exceed 16 percent unless paved. R Driveway Radius Pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet E additional surface width of 4 feet shall be added to curves of 50-100 feet and radius; 2 feet to those from 100-200 feet. [X1 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 R feet radius. Pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the E center of the road. [X1 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum Q 25 -foot taper on each end. Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and U 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. R Gates than the roadway E Pq 1 Gate entrances shall be at least two feet wider they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. E 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. XT H 7--- Setbac c for Structure De ensible Space 1XI 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 I acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than I acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. Pq 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 Quildinn RPfhnPk ;e 4 C '- �OFeet.. V' Class A or B roof ," Enclosed eaves If Buildina Sbetback is Less Than 15 Feet — Class A or B roof with enclosed eaves and choose any 2 of the following: • Metal or no doors on side toward property line with insufficient setback • Interior automatic sprinkler system per NFPA 13D 13 Glass area not to exceed 10% of wall area toward property line with insufficient setback Q Siding from the following list: • Stucco — 3 coat • Hardi-Board or Plank • Masonry • Masonry Veneer • Metal • Other Butte County Fire Department approved materials Date C D F 0 E Q 1 1 2 NOTES- SOILS WOOD: CODES: 2001 1. ALL FOOTINGS SHALL BEAR ON ORIGINAL, FIRM, 1. ALL STRUCTURAL WOOD SHALL CONFORM WITH CALIFORNIA BUILDING CODE UNDISTURBED AND NON -EXPANSIVE SOIL. IF THE FOLLOWING SPECIFICATIONS: DOUGLAS LOADS: ROOF LIVE EXPANSIVE SOILS ARE ENCOUNTERED DURING FIR -COAST REGION - WCLIB GRADIN RULES, DF LOAD (SNOW) 30 PSF CONSTRUCTION, CONTACT THE ENGINEER FOR #2/BTR U.N.O. PLYWOOD - U.S. PRODUCT STANDARD SOILS: NO SOILS FURTHER GUIDANCE. P.S. 1 -83 FOR SOFTWOOD PLYWOOD. STRUCT 11 REPORT. BASED ON 100OPSF 2. THE SITE SHALL BE STRIPPED OF ALL ORGANIC OR CDX U.N.O. * 6" O.C. FIELD NAILING (F. N.) DELITERIOUS MATERIAL WITHIN 4 FEET OF THE 2. ALL WOOD IN THE CONSTRUCTION OF THIS UENERAL BUILDING PERIMETER. FOUNDATION SHALL BE PRESSURE TREATED W/ 5" EMBED @ 6' O.C. AND WITHIN 3. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR DOUGLAS FIR AND MARKED BY THE AMERICAN 1. FOUNDATION SYSTEM INCLUDES POST AND VERIFYING THE ADEQUACY OF THE EXISTING SOILS WOOD PRESERVES BUREAU. INAIASONRY UNIT BLOCK SUPPORTS FOR VERTICAL CONDITIONS. WHERE APPLICABLE, THE 3. STRUCTURAL PANEL SHEATHING SHALL BE 1,_IVF.�,.N D DEAD LOADING ALONG THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR TAPPED, CUT, NOTCHED TO ACCOMODATE THE N7,pkNUFACTURED HOME'S MARRIAGE LINE AND STEEL ACQUIRING THE SERVICES OF A SOILS TESTING FRAMING HARDWARD AS REQUIRED FOR A FLUSH "' bEAM UNDERCARRIAGE. PERIMETER STEM WALL PROFESSIONAL TO ASSURE COMPLIANCE WITH THE FIT AND SHAETHING TO BE FLAT AND BEAR ON THE IS'PRIMARY PATH FOR LATERAL FORCE (SHEAR) ABOVE. LARGE AGGREGATE MATERIAL. SUPPORT MEMBERS. THIS REQUIREMENT IS CONNECTIVITY. SOME VERTICAL LOADS WILL BE 12" OF MEMBER END. PROVIDED SO THAT THERE ARE NO UNACCEPTABLE I-ARRIED BY THE PERIMETER STEM WALL, HOWEVER, FOUNDATION: UNDULATIONS IN THE ROOF/FLOOR SYSTEMS OR I 1E INTERIOR SUPPORTS ARE DESIGNED IN P.T. PAD OTHER FINISHES. ACCORDANCE WITH THE MANUFACTURER'S LOADING 1. FOUNDATION DESIGN IS BASED UPON THE 4. SILL SHALL HAVE SUPPLEMENTAL PRESERVATIVE TABLES AND INSTALLATION MANUAL. MINIMUM REQUIREMENTS NOTED IN CHAPTER 18 OF TREATMENTAT ALL CUTS, NOTCHES AND HOLES, ALL DESIGN AND SUBSEQUENT INSTALLATION SHALL THE CALIFORNIA BUILDING CODE. ALLOWABLE CUTES IN SILL PLATES GREATER THAN 1/3 OF THE BE IN ACCORDANCE WITH THE FUQUA HOMES BEARING PRESSURE IS ASSUMED TO BE 1000 PSF REQUIRED PLATE WIDTH SHALL BE PROVIDEED WITH INSTALLATION MANUAL. THE CONTRACTOR/OWNER FOR ALL FOOTINGS. ADDITIONAL SILL BOLTS AS REQUIRED FOR SILL IS RESPONSIBLE TO FOLLOW PROPER SET UP 2. THE ELEVATIONS SHOWN TO THE BOTTOM OF THE BREAKS. PROCEDURES. FOOTING ARE MINIMUM DEPTHS. 5. CONNECTOR HARDWARE MODEL NUMBERS ARE 3. THIS PLAN SET IS LIMITED TO STRUCTURAL 3. THE BOTTOM OF FOOTINGS SHALL BE LEVEL. THOSE FOR THE SIMPSON STRONG -TIE COMPANY. FOUNDATION WORK ONLY. NO REPRESENTATION CHANGES IN ELEVATION SHALL BE DONE USING THE ALL FASTENERS SHALL BE FULLY NAILED OR BOLTED HAS BEEN MADE FOR THE STRUCTURAL DESIGN OF TYPICAL FOUNDATION STEP. WITH TEH TYPE AND FASTENERSUSED SHALL THE MANUFACTURED HOME. 4. GRADING AROUND THE HOME SHALL BE SUCH RESULT IN THE HIGHEST LOAD CARRYING CAPACITY 4. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH THAT SURFACE WATER FLOWS AWAY FROM THE PUBLISHED BY THE MANUFACTURER UNLESS THE FUQUA DRAWING SET FOR BUILDING MODEL NO. FOUNDATION. OTHERWISE NOTED. EQUAL CONNECTOR 1411 D WITH A 30 PSF ROOF LIVE LOAD. ANY CENTER LINE TYP. "I" BEAM HARDWARE MAY BE ALLOWED ONLY IF THE EQUAL DISCREPANCIES SHALL BE BROUGHT TO THE CONCRETE: MANUFACTURER HAS HARDWARE OF EQUAL OR ATTENTION OF THE ENGINEER AND RESOLVED PRIOR GREATER LOAD CARRYING CAPACITY THAN THE TO PROCEEDING WITH ANY WORK. 1. CONCRETE SHALL BE A MINIMUM OF 5 SACK MIX SPECIFIED NAIL DIAMETER. DRAWINGS. WITH A MINIMUM F'C = 2500 PSI. DESIGN MIX SHALL 5. CONTRACTOR SHALL COMPLY WITH OSHA SAFETY BE VERIFIED PRIOR TO DELIVERY ON THE JOB SITE. ORDERS AS THEY PERTAIN TO THIS STRUCTURE. 2. ALL CONCRETE WORK SHALL CONFORM WITH ACI CONTRACTOR SHALL ADEQUATELY SHORE, BRACE 318-02. AND SUPPORT THE MANUFACTURERED BUILDING 3. ALL EMBEDDED ITEMS, REINFORCING, BOLTS, WHILE THE BUILDING IS BEING TRANSPORTED, DOWELS, SLEEVES SHALL BE PLACE AND SECURED ASSEMBLED AND FINALLY CONSTRUCTED. BUILDING PRIOR TO CONCRETE PLACEMENT. SYSTEM SHALL NOT BE CONSIDERED 4. ALL PDNFORCING 9TEEL 9HALL BF- #4 MINIMUM STRUCTURALLY ADEQUATE UNTIL ALL SUPPORTS GRADE 40. AND SHEAR CONNECTIONS ARE MADE IN 5. REINFORCING STEEL SHALL BE FABRICATED IN WN #3j 11 MA RIAGE LINE J ACCORDANCE WITH THESE DRAWINGS. ACCORDANCE WITH THE "MANUAL OF STANDARD 2'-8" OL 6. WHERE NO SPECIFIC DETAIL IS SHOWN, THE PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO CONSTRUCTIONS". THAT INDICATED FOR LIKE CASES FOR CONSTRION 6. ALL LAP SPLICES SHALL BE 50 BAR DIAMETERS OR ON THIS PROJECT. SHOULD THERE BE ANY 18 INCHES MINIMUM. C1 OUESTION, CONTACT THE ENGINEER PRIOR TO 7. REBAR HOOKS SHALL BE STANDARD HOOKS PER PROCEEDING. CBC. 44'-7" 7. DRAWING SCALES ARE APPROXIMATE AS SHOWN. 8. FORMS. REMOVE ALL DEBRIS FROM THE FORMS N Z-) C0 DIMENSIONS TAKE PRECEDENCE. CONTACT THE BEFORE CASTING ANY CONCRETE. ENGINEER IF IN QUESTION. 9. CONSOLIDATE CONCRETE PLACE IN FORMS BY C4 8. CENTER FOOTINGS UNDER WAOLLS OR COLUMNS MECHANICAL VIBRATING EQUIPMENT, HAND TAMPING. CENTER TYPICAL UNLESS OTHERWISE INDICATED ON THE TOOLS SHALL BE USED IN ACCORDANCE WITH ACI SUCH THAT DOES NOT CAUSE SEPARATION OF SMALL FROM F.A�m N a V 1 3 SHEARWALL SCHEDULE: NAILING: THE ENTIRE PERIMETER OF THE 1. ALL NAILS FOR STRUCTURAL WORK SHALL MANUFACTURED HOME SHALL BE BE FULL HEAD COMMON WIRE NAILS CONSTRUCTED ASA SHEARWALL AND USE CONFORMING TO THE FOLLOWING MINIMUM THE FOLLOWING CONSTRUCTION METHODS SIZES: ANNOTATED HERE. r F-1 FOOTING L = 2'-0" X 2-0" 8d 0.131"dia x 2-1/2" TYPE 1 (LONGITUDINAL) 10d 0.148"dia x 1-5/8" PENETRATION * 15/32 CDX OR 1/2" OSB PLUS THICKNESS OF SHEAR PLATE * 8d COMMON OR 0. 131 X P -NAILS 10d 0.148" dia x 3" * 411 O.C. EDGE NAILING (E. N.) 16d 0.162" dia x 3 -1/2" * 6" O.C. FIELD NAILING (F. N.) 2. ALL NAILS SHALL BE HOT DIPPED * 2 X BLOCKING @ PANEL EDGES GALZANIZED. * WALLS: 1-2, 3-4 REQ. 1/21' J BOLT 3. HOLES SHALL BE SUBDRILLED WHERE W/ 5" EMBED @ 6' O.C. AND WITHIN NECESSARY TO PREVEN SPLITTING. 12" OF MEMBER END. SUBDRILLED HOLES SHALL BE DRILLED TO 75 + 2X6 P.T.D.F SILL PERCENT OF NAIL DIA. TYPE 11 (TRANSVERSE) CHEROKEE, CA 95965 * 15/32 CDX OR 1/2" OSB 13'-8" 7--2" * 8d COMMON OR 0.131 X P -NAILS INCLUDE SIDING AND TRIM. * 4" O.C. EDGE NAILING (E. N.) * 12" O.C. FIELD NAILING (F. N.) * 2 X BLOCKING @ PANEL EDGES * WALLS: A -B, C -D REQ. 1/211 J BOLT W/ 6" EMBED @ 30" O.C. AND WITHIN 12" OF MEMBER END. + 2X6 P.T.D.F SILL 56-0" 4x4 BLOCKING INBETWEEN VENTS 2 x 6 P.T.D.F SILL ALL AROUND VENT OPENING SECURE WITH 2 -16d GALV. @ 4" O.C. EMBEDDED INTO CONCRETE TYP. SECTION AT VENT SCALE: N.T.S, 28'-8" WASTE zu -0 WATER _L -1 20'-4" ELECT 4 (E) NAILS 1/2" O.S.B. STRUCTURAL OVER VAPOR BARRIER 2 3 FP 1\ �gp 6-0" MAX. iliffolakyj (E) NAILS 8d COMMON OR BOX @ 4" O.C. ALONG EDGES & @ 16" O.C. IN THE FIELD (MAIN SHEAR XFER FROM FLOOR JOIST TO MUD SILL) 1/2" OSB STRUCTURAL PANEL J -BOLT PER SHEARWALL SCHEDULE 6" EMBED. W/ 2X2 SQUARE SILL TE WASHER. TYP. SHEAR DETAIL 2 SCALE: N.T.S. PREPARED BY C Dim 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 2x WEDGE BL OCKING 9HAS§jS, I BEAM FINISH SIDING FLOOR OR TRIM ENfWEER STAMP DF 2"x8"x16" BLOCKING P.T. PAD 00 -#4 REBAR @ 8"x8"x16" .20- .-C 8201 2"x12"x2" C\I CMU BLOCK fil 18" O.C. TYP. P.T. PAD -1: EKP (t4qb SIN Sk I �..%1111 CN11. g. g'. o 1. �o o FROST .�o.- JJ LINEI 1 41 OF C 6" BASE ROCK These drawings have been reviewed \\-VERTICAL #4 REBAR for conformance with the structural 32" O.C. FOR 48" & BELOW 24" O.C. FOR OVER 48" calculations only. CONCRETE RETAINING WALL DETAIL - - - - - - - - - - - - - C\I 'FOOTING PROJECT INFORMATION FOUNDATION w/ PONY WALL DETAIL MARRIAGE LINE SUPPORT DETAIL 4 STEPHENS FIN RESIDENCE 2x WEDGE r F-1 FOOTING L = 2'-0" X 2-0" APPROVED NO. 59-1 F FOR SPECIFIC INFORMATION BLOCKING CHASSIS I BEAM ABOUT RECOMMENDED FOUNDATION. CONTINUOUS 3/8" PLY 2) SEE COLUMN SUPPORT REQUIREMENT SHEET FOR I SUPPORT REQUIREMENTS AT THE MARRIAGE LINE. CENTER LINE TYP. "I" BEAM 3) REFER TO SETUP MANUAL FOR SOIL LOADING & FOOTING L = 2'-0" X 3'-0" A ol 24'-7-1 18'-8" ------- FOOTING L = 2'-6" X 3'-9" 04 C? 60 MOISTURE FROM COLLECTING UNDER THE HOME. CENTER LINE TYP. "I" BEAM 5) THE OVERALL WIDTH IS FOR THE FOUNDATION 4x4 DF BLOCKING CHEROKEE, CA 95965 13'-8" 7--2" INCLUDE SIDING AND TRIM. EM 6" x 14" VENT 2"x8"x16" P.T. PAD 1#11 # 9 Fo-15- I 00 I[3T0j 2 # �7g 0700 MARRIAGE LINE 00 #6jj #5FO-1 too C14 2"xl 2"x2" ROOF LL: 30 ROOF DL: 10 P.T. PAD "�'-FINISH H--� _F7 .1 1 o o., o' �Fi. --------- SIDING R TRIM - *2;12�1 .1-1 o,.O.,.O, o'. FROST LINE 6" BASE ROCK "_ APN #: 0041-250-059 - - - - - - - - - - - - CENTER LINE TYP. "I" BEAM 38'-4" DRAWING NOTES/REVISIONS TYP. FNDTN & INTERIOR SUPPORT DETAILS 3 C) C? FN2423 P FP /I 43'- 11 33' -4 - CENTER LINE TYP. "I" BE AM 16-0" WN #3j 11 MA RIAGE LINE J #2 0 0 #1 000 00 13 C1 [3 CENTER LINE TYP. "I" BEAM 3 A4 2'-8" OL I r U 0'-6" STEMWALL 341-4" 39'-7" C1 C14 00 FOOTING 44'-7" N Z-) C0 LINE TYP. "I" BEAM C4 CENTER F.A�m u0m I 2 3 FP 1\ �gp 6-0" MAX. iliffolakyj (E) NAILS 8d COMMON OR BOX @ 4" O.C. ALONG EDGES & @ 16" O.C. IN THE FIELD (MAIN SHEAR XFER FROM FLOOR JOIST TO MUD SILL) 1/2" OSB STRUCTURAL PANEL J -BOLT PER SHEARWALL SCHEDULE 6" EMBED. W/ 2X2 SQUARE SILL TE WASHER. TYP. SHEAR DETAIL 2 SCALE: N.T.S. PREPARED BY C Dim 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 2x WEDGE BL OCKING 9HAS§jS, I BEAM FINISH SIDING FLOOR OR TRIM ENfWEER STAMP DF 2"x8"x16" BLOCKING P.T. PAD 00 -#4 REBAR @ 8"x8"x16" .20- .-C 8201 2"x12"x2" C\I CMU BLOCK fil 18" O.C. TYP. P.T. PAD -1: EKP (t4qb SIN Sk I �..%1111 CN11. g. g'. o 1. �o o FROST .�o.- JJ LINEI 1 41 OF C 6" BASE ROCK These drawings have been reviewed \\-VERTICAL #4 REBAR for conformance with the structural 32" O.C. FOR 48" & BELOW 24" O.C. FOR OVER 48" calculations only. CONCRETE RETAINING WALL DETAIL - - - - - - - - - - - - - 'FOOTING PROJECT INFORMATION FOUNDATION w/ PONY WALL DETAIL MARRIAGE LINE SUPPORT DETAIL 4 STEPHENS FIN RESIDENCE 2x WEDGE 1) SEE TYPICAL FOUNDATION LAYOUT SHEET STATIC FOOTING L = 2'-0" X 2-0" APPROVED NO. 59-1 F FOR SPECIFIC INFORMATION BLOCKING CHASSIS I BEAM ABOUT RECOMMENDED FOUNDATION. CONTINUOUS 3/8" PLY 2) SEE COLUMN SUPPORT REQUIREMENT SHEET FOR I SUPPORT REQUIREMENTS AT THE MARRIAGE LINE. FLOOR RIM TO MUDSILL. 3) REFER TO SETUP MANUAL FOR SOIL LOADING & FOOTING L = 2'-0" X 3'-0" A FLOOR SEE DETAIL #4 ------- FOOTING L = 2'-6" X 3'-9" 60 DUTZEL LANE A SEE DETAIL #4 MOISTURE FROM COLLECTING UNDER THE HOME. (SEE SETUP INFORMATION FOR DETAILS.) 5) THE OVERALL WIDTH IS FOR THE FOUNDATION 4x4 DF BLOCKING CHEROKEE, CA 95965 DUE TO HARRIAGE LINE EXPANSION. THIS DOESN'T INCLUDE SIDING AND TRIM. EM 6" x 14" VENT 2"x8"x16" P.T. PAD cli 8"x8"x16" CMU BLOCK _< 2"xl 2"x2" ROOF LL: 30 ROOF DL: 10 P.T. PAD "�'-FINISH .1 1 o o., o' �Fi. --------- SIDING R TRIM - *2;12�1 .1-1 o,.O.,.O, o'. FROST LINE 6" BASE ROCK "_ APN #: 0041-250-059 - - - - - - - - - - - - - DRAWING NOTES/REVISIONS TYP. FNDTN & INTERIOR SUPPORT DETAILS 3 02/02/05 - FOUNDATION LAYOUT SCALE: N.T.S. FN2423 P FP /I 4"x6"x16" SUPPORTS AT MARRIAGE LINE. SOUTHERN PINE OR HEM -FIR. 4�� MAX. 4 MIN. 3/4" THICK PIER CAP HEM -FIR OR SOUTHERN PINE -MIN. 2" SOLID CONCRETE CAP BLOCK -,,--HOLLOW-CORE CONCRETE BLOCK W/ CELLS VERTICAL. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT IF PIER LOAD EXCEEDS 8000 LBS. courv, I 5 CAM 1-d DATE SCALE 02/02/05 1/411 = 11-011 SHEET TITLE FOUNDATION PLAN SHEET NUMBER FP 'FOOTING L= PER PLAN MARRIAGE LINE SUPPORT DETAIL 4 SCALE: N.T.S. FIN NOTES: 1) SEE TYPICAL FOUNDATION LAYOUT SHEET STATIC FOOTING L = 2'-0" X 2-0" APPROVED NO. 59-1 F FOR SPECIFIC INFORMATION A SEE DETAIL #4 ABOUT RECOMMENDED FOUNDATION. 2) SEE COLUMN SUPPORT REQUIREMENT SHEET FOR FOOTING L = 2'-0" X 2'-6" A SUPPORT REQUIREMENTS AT THE MARRIAGE LINE. SEE DETAIL #4 3) REFER TO SETUP MANUAL FOR SOIL LOADING & FOOTING L = 2'-0" X 3'-0" A PAD SIZE INFORMATION. SEE DETAIL #4 4) PERIMETER OR BASEMENT FOUNDATION WALLS FOOTING L = 2'-6" X 3'-9" MUST GO AROUND PORCH AREA TO PREVENT A SEE DETAIL #4 MOISTURE FROM COLLECTING UNDER THE HOME. (SEE SETUP INFORMATION FOR DETAILS.) 5) THE OVERALL WIDTH IS FOR THE FOUNDATION ONLY. THE HOME WILL GROW BY AS MUCH AS 2"±, DUE TO HARRIAGE LINE EXPANSION. THIS DOESN'T INCLUDE SIDING AND TRIM. EM 6" x 14" VENT courv, I 5 CAM 1-d DATE SCALE 02/02/05 1/411 = 11-011 SHEET TITLE FOUNDATION PLAN SHEET NUMBER FP Oql — 2- �0 - 0 5q ��' Ds' - oS�Z