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HomeMy WebLinkAbout042-170-060STATE OF•CALIF012NIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER, Governor • DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT �0 ,351NG Atia Division of Codes and Standards • Registration and Titling Program ®� "' 3 "q'1"� P. O. Box 2111 7 C< Sacramento, CA 95812-2111 BUTTE G.y �O 1-800-952-8356,(916) 323-9224 tl?ai , •�Y D > From TDD Phones: 1-800-735-2929 May 26, 2004 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 JUN 0 1 2POR D ' Decal or ID Number 8669216 Svl'®'� .,�;��,��� DTNNumber: 347369 Amount Paid: $0.00 Escrow Number: IMN[EDIATE REPLY REQUESTED The Department has received your request for the unit listed above. It is returned enclosed to you. The enclosed check number 747 is void after 60 days, reissue check for the same fees amount and place the number of 8669216 on the check for reference. Please return the above request as soon as possible, keep this letter on top, with the requested documents, and return to the above address, my attention. If you have any questions please call above toll free number or my direct number 916/ 327-2480. MARGARET ORTIZ Program Technician III Registration and Titling Program HCD-RTFFLI (Rev. 08/01)II�� II�� IIII 3473697 1111111 � 11u0II1uIIII 1 RECORDING REQUESTED BY: SEP 22 2003 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 MAY .4 1 2004 C CJP-4Y of Document Recorded 29 -Aug -2003 2003-0059256 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBMEHOME) 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. LLOYD W. ROBERTSON REAL PROPERTY OWNER/LESSOR 11576 DAIRY ROAD .WLING ADDRESS CHICO BUTTE CA 95973 �ITY COUNTY STATE ZIP 11584 DAIRY ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION LIBERTY HOMES INC 2003 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 03-1047 530 538-7541 ASIG G PERMIT NO. TELEPHONE ER 8 TURE OF LOCAL AGEN FFI DATV NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO ANNIVERSARY/ QG287063 09L34858X/U 66'X26' ORE 444950/51 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUNBER(S) REAL PROPERTY LEGAL DESCRIPTION SRR ATTACHED 6,21 (e. ASSESSORS PARCEL NUMBER AP # 042-170-060 £ HCD FORM 433(A) REV. 8/91 1 6 1 j Z WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. Exhibit A Grant, Deed Transfer to Revo b➢e Trust 93-22751 4p i nal desciption of real property: MAY 21 2004 A PORTION OF LOT 49 OF THE SEVENTH SUBDIVISION OF THE JOHN BIDW.ELL RANCHO, ACCORDING TO THE OFFICIAL MAP THEREOF, FILED IN TIME OFFICE OF THE RECORDER OF TIME COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 11, 1902, IN MAP BOOK 5, AT PAGE 29, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE ON THE EAST LINE OF DAIRY ROAD ON THE NORTH LINE OF SAID LOT 49, FROM WHICH POINT THE NORTHWEST CORNER THEREOF BEARS WEST 40 FEET; THENCE FROM SAID POINT OF BEGINNING AND ALONG SAID NORTH LINE EAST 620.0 FEET TO THE NORTHEAST CORNER OF SAID LOT 49; THENCE ALONG THE EAST LINE THEREOF SOUTH 244.3 FEET; THENCE WEST 620.00 FEET TO THE EAST LINE OF SAID DAIRY ROAD; THENCE ALONG SAID EAST LINE NORTH 244.3 FEET TO THE POINT OF BEGINNING AND CONTAINING 3.47 ACRES, MORE OR LESS. u GD -CA -L.003 Pub 005 Rei.(01/93) Pae 2 of 2 Pages EM OF UMENT MAY 21 2004 FOUNDATION. SYSTEM r - - CE_ RTIFICATE OF OCCU'PyANCY BUILDING PERMIT NUMBER: 03-1047 Address or location of unit: 11584 DAIRY ROAD, CHICO CA 95973 Legal Description of Real Property: AP # 042-170-060 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: LLOYD W. ROBERTSON Owner's address: 11576 DAIRY ROAD, CHICO CA 95973 INSIGNIA OR HUD NUMBER: ORE444950/51 SERIAL NUMBER OR V.I.N.: 09L34858X/U MANUFACTURER'S NAME: LIBERTY HOMES INC YEAR: 2093 OFFICIAL APPROVING INSTALLATIO : &" d�� U/ DATE:,-:- PHONE: ATE: PHONE: (530) 538-7541 H.C.D. 513C o`V � OfH��c ry rit"k MAY -21 STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENT DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIViSION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM 200 NUMBER: C)6�9a7�� MANUFACTURER CERTIFICATE OF ORIGIN ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING ® SFO (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME. MANUFACTURER LICENSE NUMBER LIBERTY HSS, INC. 90039 MANUFACTURER ADDRESS: 888 S.E. SHERIDAN RD. P O BOX 188 SHERIDAN OR 97378 (Street) Ci (State) (zip) MANUFACTURER TRADE NAME: M_QQE AME�F�ND[QR NUMBER: 063 �LLOOXXAN DATE OF MANUFACTURE LIBERTY 2870 3B 2(SF�B 2B RCOrT 04/21/03 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER, TRANSFEREE DESIGNATION: MOBILE HCMES 4 LESS 1062395 1 04/30/03 DEALER OR TRANSFEREE ADDRESS: (Street) 6404 CO. RD. 27 Ci ORLAND (State' CA Z; 95963 INVENTORY CREDITOR NAME: NONE INVENTORY CREDITOR ADDRESS, Street (City) (State) I Zi SECTION tL) MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT (INCHES) �INf.HES) (POUNDS; 1 09L34858X ORE 444950 792 160 26,000 2 09L34858U ORE 444951 792 160 26,000 TRANSPORTER NAME. LIBERTY HSS, INC. TRANSPORTER ADDRESS, (Street) P O BOX 188 Cit SHERIDAN (State) OR Z.) 97378 DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME)MOBILE HCMES 4 LESS (Street) 6404 CO. RD. 27 ORLAND CA 95963 Ci (state) (zip) 1 unify under penalty of perjury under the law$ of the State of California that the above facts ere true and oorred Executed on APRIL 30, 2003 el SHERIDAN YAMHILL OREWN (Date) ',(CRY) (County) (State) SIGNATURE OF AUTHORIZED AGENT: / DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE) COPY t (WHITE) FORWARD TO THE DEPARTMENT AT P.0 BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.0 - Side 1 • (7197) Recording requested by Fidelity National Title When recorded Mail to: Ch 160) O.A- 959-16 Order 2 -63468 -MAR AP No. 042-170-060 State of California County of Butte IPP Ptil li �I Pul t IP ISI P PN IlPt II tl 1 990-M10 1 ®4BZ�-4 Recorded I REC FEE 40.80 Official Records I PENALTY 36.00 County Of Butte CA DACE J. GRUBBS I I I Fay 09:0 24 -gar -1998 I page 1 of 12 AFFIDAVIT - DEATH OF TRUSTEE MAY 21 2004 Lloyd W. Robertson, of legal age, being first duly sworn, and deposes and says: That Rita Nadine Robertson, the decedent mentioned in the attached certified copy of Certificate of Death, is the,same person as Rita N. Robertson named as one of.the parties in that certain Grant Deed dated May 18, 1993 executed by Rita N. Robertson to Rita N. Robertson, as Trustee of the Lloyd W. Robertson and Rita N. Robertson Revocable Trust dated May 18, 1993, recorded as Instrument No. 93-22751 on June 4, 1993, of Official Records of Butte County, California, covering the following described property situated in the unincorporated area, County of Butte, State of California. SEE ATTACHED LEGAL DESCRIPTION Pursuant to the terms and conditions of the Trust Agreement, Lloyd W. Robertson is designated as the Successor Trusteefs) of said Trust as the result of the death of Rita N. Robertson. Notice is hereby given that 1, Lloyd W. Robertson, hereby accept such appointment as Successor Trustee(s) of the said Trust Agreement, together with aN duties required thereunder. a t. MAY .2 1 2004 VERIFICA TION We, the undesigned, say: We are the Successor Trustees of the foregoing Affidavit; that the same is true to our own knowledge. 1/we declare under penalty of perjury under the Laws of the State of California that the foregoing is true and correct. DATED February 4, 1998 J. WHITSETT / COMMV 9089222 v 4 NOTARY PU3Lr CAUF:OnNIA Lloyd Robe tson COUNTY OF BUTTS w My Cgrnrh. EWrax Aug. 20. 19% SUBSCRIBED AND SWORN TO before me this day of 9998. Signature - 2� 4 11 y - Grant D&d Transfer t® Revocable Trust (Not subject to reappraisal ander Proposition. 13) Recording requested by and when recorded, mail to: Rita N. Robertson 11576 Dairy Road Chico, CA 95926 Mail statements to: Rita N. Robertson . 11576 Dairy Road Chico, CA 95926 Document number: 1044.3 93-2275# MAY 21 2004 93-02275 1; Rec Fee 8.00 I Check 8.00 Recorded 1 Official Records I County of I Butte I Candace J. Grubbs I Recorder I 8:02am 4 -Jun -93 I PURL CD 2 Assessor's parce num - __......_ .. The undersigned Grantor, declares:. Documentary transfer tax is none. No monetary consideration given: Change in formal title only - see note 1, below. For no monetary consideration, but for nonmoneta.0 consideration, Rita N. Robertson, Grantor, does hereby forever grant to Rita N. Robertson, as Trustee of the Lloyd W. Robertson and Rita N. Robertson Revocable Trust dated May 18, 1993, as her sole and separate property, all of the right, title and interest of Grantor in and to the following described real property in County of Butte, State of California. The legal description of this property is shown on Exhibit A, which is attached to this grant deed and is incorporated in it by reference. Note 1: Conveyance transferring Grantor's interest into a revocable living trust. This.conveyance transfers the Grantor's interest into Grantor's revocable living trust, which is not pursuant to a sale and is exempt pursuant to Revenue 3r, Taxation Code §11911. Note 2: The Grantor is the same persons as the Trustee. This conveyance is to a revocable trust and, pursuant to Revenue & 'laxation Code §62(d)(2), does not constitute a change in ownership and does not subject the property to reassessment. Date signed: � / ?— 'i-3_, at 11576 Dairy Road, Chico, CA 95926. Grantor: Rita N. Robertson STATE OF CALIFORNIA, COUNTY OF Butte on before mp,,JAW"W- 141 a Notary Public in and for the said state, personally appeared Rita N. Robertson personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument, and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the persons(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and officials 1. f1l SEAL: Signature ` o SEAL ,r�t¢s a. e�as�tAat WTANY �t UC-CAi"FIMA SACRABMEWO COMM MMy COMM. tae. July 21,1 W6 GD -CA -L.005 Pub 005 Rel.(01/93) Page 1 of 2 Pages f Exhibit A 93-22TSf Grant meed Transfer to Revocable Frust Legal deseription of real property: MAY. 2 1 2ou A PORTION OF LOT 49 OF THE SEVENTH SUBDIVISION OF THE JOHN BIDW.ELL RANCHO, ACCORDING TO THE OFFICIAL MAP THEREOF, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 11, 1902, IN MAP BOOR S, AT PAGE 29, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE ON THE EAST LINE OF DAIRY ROAD ON THE NORTH LINE OF SAID LOT 49, FROM WHICH POINT THE NORTHWEST CORNER THEREOF BEARS WEST 40 FEET; THENCE FROM SAID POINT OF BEGINNING AND ALONG SAID NORTH LINE EAST 620.0 FEET TO THE NORTHEAST CORNER OF SAID LOT 49; THENCE ALONG THE EAST LINE THEREOF SOUTH 244.3 FEET; THENCE WEST 620.00 FEET TO THE EAST LINE OF SAID DAIRY ROAD; THENCE ALONG SAID EAST LINE NORTH 244.3 FEET TO THE POINT OF BEGINNING AND CONTAINING 3.47 ACRES, MORE OR LESS. GD -CA -L.005 Pub 005 Rcl.(01/93) Pae 2 of 2 Pages EM OF UMENT 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 June 21, 2004 Lloyd W. Robertson 11576 Dairy Road.' Chico CA 95973 RE: Request for check for 433A (Mobile Home on a Permanent Foundation System). AP#t 042-170-060 The County of Butte, Department of Development Services Building Division is requesting a new undated. check made out to HCD (Housing and Community Development). The check you gave us was dated November 14,2003; it has been returned to us by the State of California. Please mail or drop off replacement check at Butte County Dept of Development Services - Building Division at 7 County Center Drive,. Oroville CA 95965, at that time we can return your original check to you. We need the above items before we can send the 433A and supporting documentation to the State of California, to have the mobile removed from state license rolls and the Butte County Assessor considering the mobile as real property. If you have any questions concerning this matter, please call Gwyn or Myles at (530) 538- 7541. Thank you. Sincerely, Gwyn Benedict Office Assistant II Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile June 2nd, 2004 Mr. Lloyd W. Robertson, Trustee 11576 Dairy Road Chico CA 95973-9634 RE: Request for HCD check (mobile home on a foundation system) Location: 11576 Dairy Road, Chico CA 95973-9634 AP # 042-170-060 / BP # 03-1047 Dear Sir: The 433A (mobile home installation foundation system) for: Mr. Lloyd W. Robertson was recorded by our office. The check that you submitted to our department has and equity line of credit with a minimum check amount of $ 250.00, please find said check enclosed. Thank you for responding. Should you have any questions concerning this matter, please contact Alice Mefford or Tammie Powell at (530)538-7541. Thank you. Sincerely, POWAV Tammie Powell Plans Application Assistant STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY Gray Davis, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Division of Codes and Standards 0,05tNG Registration and Titling ProgramBUTTE n o a p ' . Z P. O. Box 2111 COUNTY 3 1n 1 Sacramento, CA 95812-2111 G� p� 1-800-952-8356, (916) 323-9224 OCT 0 2 2003 From TDD Phones: 1-800-735-2929 September 23, 2003 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Dear Ladies/Gentlemen, DEVELOPMENT ---- SERVICES Decal or ID Number: 8669216 DTN Number: 3149218 Amount Paid: $0.00 Escrow Number: • IMMEDIATE REPLY REQUESTED The application form 433A, Notice of Installation of a Manufactured Home, Mobilehome or Commercial Modular on a Foundation System, is being returned. Weare unable to process the application for the following reason(s): The check submitted with the form 433A is invalid due to the fact that the minimum check amount must be $250.00. A new check or money order in the amount of $ 22.00 is to be reissued in the name of the Department of Housing and Community Development (HCD) and returned with the attached 433A form. Please resubmit the 433A form and payment with this letter. Please call 1-800-952-8356 or 916-323-9224, if you have questions regarding this matter. Be prepared to provide the DTN number given in the box above. ERIC DUGGAN Program Technician II Registration and Titling Program HCD-RT 433DEF (REV 10/01) IIII 3149218 a Butte County Department ofDevelopmentServices ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile June 2nd, 2004 Mr. Lloyd W. Robertson, Trustee 11576 Dairy Road Chico CA 95973-9634 RE: Request for HCD check (mobile home on a foundation system) Location: 11576 Dairy Road, Chico CA 95973-9634 AP # 042-170-060 / BP # 03-1047 Dear Sirs: The 433A (mobile`home installation foundation system) for: Department of Veterans Affairs was recorded by our office. The 433A was sent to the State Department but will not be processed by them until you provide our office with a check or money order made out to H.C.D. for $22.00. Please mail or drop off said documents at Butte County Department of Development Services Building Division located at 7 County Center Drive, Oroville 95965. The check that you submitted to our department has and equity line of credit with a minimum check amount of $ 250.00, please find said check enclosed. Until this is received, we cannot send the information back to H.C.D. for processing and the owner will continue to receive a bill from H.C.D. for registration fees. The recorded 433A and supporting documentation must be mailed prior to the State of California removing the mobile from state license rolls and the Butte County Assessor treating the mobile as real property. Should you have any questions concerning this matter, please contact Alice Mefford or Tammie Powell at (530)538-7541. Thank you. , Sincerely, Tammie Powell Plans Application Assistant i� Butte County DeparLlnent ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile November 14, 2003 Mr. Lloyd W. Robertson, Trustee FILE E 11576 Dairy Road Chico CA 95973-9634 RE: Request for HCD 433A (mobile home on a foundation system) AP# 042-170-060 Location: 11584 Dairy Road, Chico CA 95973 Dear Mr. Robertson: The State of California requires a separate check written out to H.C.D. for $11.00 per each transportable section ($22.00 If double wide). The recorded 433A and supporting documentation must be mailed prior to the State of California removing the mobile from state license rolls and the Butte County Assessor treating the mobile as real property. The check that you submitted to our department has an equity line of credit with a minimum check amount of $ 250.00, this check is available for you to exchange. Should you have any questions concerning this matter, please contact Alice Mefford or Tammie Powell at (530)538-7541. Thank you. Sincerely, Tammie Powell Plans Application Assistant 0. Mr. Lloyd W. Robertson, Trustee 11576 Dairy Road Chico CA 95973-9634 RE: Request for HCD 433A (mobile home on a foundation system) AN 042-170-060 BP # 03-1047 Location: 11584 Dairy Road, Chico CA 95973 Please return for re -submittal for H.C.D. check a L NAW: AN: DATE: A A 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. LLOYD W.ROBERTSON REAL PROPERTY OWNER/LESSOR 11576 DAIRY ROAD MAILING ADDRESS CHICO BUTTE CA 95973 [III"I���11"III�I'��III�I'IIIIII STATE ZIP REC%CDING REQUESTED BY: 2 01t 3 —1110 5 9 2 5 6 ZIP Recorded 1 REC FEE 10.00 538-7541 Official Records I CONFORM 1.00 CHICO BUTTE L'oBunt yE f 95973 I " CANDACE J. GRUBBS I SAME Recorder 1 AND WHEN RECORDED MAIL, TO: ROSE MARY DICKSON I DEALER LICENSE NO. Assistant I Lisa SAME 10:57AM 29 -Aug -2003 I Page 1 of 2 BUTTE COUNTY BUILDING DIVISION MAILING ADDRESS 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CITY COUNTY f 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. LLOYD W.ROBERTSON REAL PROPERTY OWNER/LESSOR 11576 DAIRY ROAD MAILING ADDRESS CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP 11584 DAIRY ROAD CITY COUNTY STATE ZIP INSTALLATION MAILING ADDRESS, IF DIFFERENT 538-7541 BJYTNG PERMITNO. TELEPHONE BER CHICO BUTTE CA 95973 CITY COUNTY STATE. ZIP SAME NONE UNIT OWNER (if also property owner, write "SAME") DEALER LICENSE NO. SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-1047 530 538-7541 BJYTNG PERMITNO. TELEPHONE BER SIGNATURE OF LOCAL AGENIVFFIGIAL DAT NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. LIBERTY HOMES INC 2003 ANNIVERSARY/ QG287063 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 09L34858X/U 66'X26' ORE 444950/51 SERIALNUMBER(S) LENGTH XWIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP7# 042=1r7,O_06,0,' SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. b 4o t Spey t EGOS-puA-e5 MW\1�:lyt t, �j4 3A ! b9b^te�srJ ..".s �v1C�'�� i zb^�ooet4 let�titu 1 t0 �tnno;! 1 dhW*6 .l. .7jdjv`8J K2)tJla Y)imj u4 ett! i trt6fatz?N b 4o t Spey t EGOS-puA-e5 MW\1�:lyt i' Exhibit A 9.3-22751 a Grant Deed Transfer t0 Revocable Trust Legal description of real property: .A PORTION OF LOT 49 OF THE SEVENTH SUBDIVISION OF THE JOHN BIDW.ELL RANCHO, ACCORDING TO THE OFFICIAL MAP THEREOF, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF 'BUTTE, STATE OF CALIFORNIA, NOVEMBER 11, 1902, IN MAP BOOK 5, AT PAGE 29, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE ON THE EAST LINE OF DAIRY ROAD ON THE NORTH LINE OF SAID LOT 49, FROM WHICH POINT THE NORTHWEST CORNER THEREOF BEARS WEST 40 FEET; THENCE FROM SAID POINT OF BEGINNING AND ALONG SAID NORTH LINE EAST 620.0 FEET TO THE NORTHEAST CORNER OF SAID LOT 49; THENCE ALONG THE EAST LINE THEREOF SOUTH 244.3 FEET; THENCE WEST 620.00 FEET TO THE EAST LINE OF SAID DAIRY ROAD; THENCE ALONG SAID EAST LINE NORTH 244.3 FEET TO THE POINT OF BEGINNING AND CONTAINING 3.47 ACRES, MORE OR LESS. GD -CA -L.005 Pub WSRel.(01/93) Pae 2 of 2 Pages l MENT its •' Y' } ,,. r -_.._ _ � FOUNDATION `SYSTEM �}�` '• " CERTIFICATE -OF OCCUPANCY , BUILDING PERMIT NUMBER: 03-1047 Address or location of unit: 11584 DAIRY ROAD, CHICO CA 95973 Legal Description of Real Property: SEE ATTACHED AP # 042-170-060 (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: LLOYD W. ROBERTSON Owner's address: 11576 DAIRY ROAD, CHICO CA 95973 INSIGNIA OR HUD NUMBER: ORE444950/51 SERIAL NUMBER OR V.I.N.: 09L34858X/U MANUFACTURER'S NAME: LIBERTY HOMES INC YEAR: 20 3 OFFICIAL APPROVING INSTALLATIO DATE: PHONE: (530) 538-7541 H.C.D. 513C G �p.W'EN.--•�. hoG�o v�k! rY STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENT DEPARTMENT OF HOUSING ANC COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM NUMBER: x'66 qa�� MANUFACTURER CERTIFICATE OF ORIGIN ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIG'NAL MCO 0 MANUFACTURED HQME OR MULTI -UNIT MANUFACTURED HOUSING N . ® SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS 2 COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER LIBERTY HCMES, INC. 90039 MANUFACTURER ADDRESS: 888 S.E. SHERIDAN RD. P O BOX 188 SHERIDAN OR 97378 (Street) Ci (State) (zip) MANUFACTURER TRADE NAME: M_ M � i r TR NUM Fj(�UV K 187063 DATE OF MANUFACTURE. LIBERTY LORAN 2870 3B 2FB 2B RCOT 04/21/03 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION: MOBILE HCMES 4 LESS 1062395 04/30/03 DEALER OR TRANSFEREE ADDRESS: (Street) 6404 CO. RD. 27 Ci) ORLAND State' CA 95963 INVENTORY CREDITOR NAME: NONE Z; INVENTORY CREDITOR ADDRESS: Street (City) (state) (Zi SECTION 1$ MANUFACTURER SERIAL NUMBER NCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT INCHES �INCHEs (POUNDS; 1 09L34858X ORE 444950 792 160 26,000 2 09L34858U ORE 444951 792 160 26,000 TRANSPORTER NAME: LIBERTY HCYvJES, INC. TRANSPORTER ADDRESS: (Street) P. 0 BOX 188 Ca SHERIDAN store) OR 97378 DESTINATION FOR UNIT DESCRIBED ABOVE: Z;) (NAME) MOBILE HCMES 4 LESS Street 6404 CO. RD. 27 CIL ORLANIj (state) CA ia) 95963 {z I canny under Penalty of Perjury under the laws of the State of California that the above facts are true and oorrw E,ecuteaon APRIL 30, 2003 eI SHERIDAN YA HILL OREGON (Date) � o,lCrty) (County) (State) SIGNATURE OF AUTHORIZED AGENT: 21819IBUTLON: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE) COPY 1 (WRITE) FORWARD TO THE DEPARTMENT AT P.O BOX 1828, SACRAMENTO. CA 95812.1828, WITHIN FIVE (5) DAYS OF RELEASE, COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCO 483.0 - Side 1 • (7197) i r Recording requested by Fidelity National Title When recorded Mai! to: FIAFS/7'y Title, Ch Ice, 'LA- Order 2 -63468 -MAR AP No. 042-1.70-060 Recorded I REC FEE 40.00 Official Record; I PENALTY 36.0 C6Buyyttety Of I CANDACE J. GRUBBS I I I Fay 09MAM 24 -Mar -1998 I Page 1 of 12 /4.).4 State of California County of Butte AFFIDAVIT - DEATH OF TRUSTEE Lloyd W. Robertson, of legal age, being first duly sworn, and deposes and says: That Rita Nadine Robertson, the decedent mentioned in the attached certified copy of Certificate of Death, is the same person as Rita N. Robertson named as one of the parties in that certain Grant Deed dated May 18, 1993 executed by Rita N. Robertson to Rita N. Robertson, as Trustee of the Lloyd W. Robertson and Rita N. Robertson Revocable Trust dated May 18, 1993, recorded as Instrument No. 93-22751 on June 4, 1993, of Official Records of Butte County, California, covering the following described property situated in the unincorporated . area, County of Butte, State of California. SEE ATTACHED LEGAL DESCRIPTION Pursuant to the terms and conditions of the Trust Agreement, Lloyd W. Robertson is designated as the Successor Trustee(s) of said Trust as the result of the death of Rita N.. Robertson. Notice is hereby given that 1, Lloyd W. Robertson, hereby accept such appointment as Successor Trustee(s) of the said Trust Agreement, together with all duties required thereunder. VERIFICA TION We, the undesigned, say: We are the Successor Trustees of the foregoing Affidavit; that the same is true to our own knowledge. 1/we declare under penalty of perjury under the Laws of the State of California that the foregoing is true and correct. DATED February 4, 1998 E4ARY =Auq. / 2RNIA HLloyd Robe son TE w. 1839 SUBSCRIBED AND SWORN TO before me this Sg day of 1998• Signature;L ' ' Grant Dftd Trinsfer to Revocable Trust 93-227.51 (Not subject to reappraisal under Proposition 13) Recording requested by and when recorded, mai! to: Rita N. Robertson 11576 Dairy Road Chico, CA 95926 Mail statements to: Rita N. Robertson 11576 Dairy Road Chico, CA 95926 Document number: 1044.3 93-02275 1'1 Rec Fee I Check Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 8:02am 4 -Jun -93 I PUBL Assessor's pares numU47-170-060-OW_._....__.�.... . CD 8.00 8.00 2 Grant Deed The undersigned Grantor declares: Documentary transfer tax is none. No monetary consideration given. Change in formal title only - see note 1, below. For no monetary consideration, but for nonrnonetary consideration, Rita N. Robertson, Grantor, does hereby forever grant to Rita N. Robertson, as Trustee of the Lloyd W. Robertson and Rita N. Robertson Revocable Trust dated May is, 1993, as her sole and separate property, all of the right, title and interest of Grantor in and to the following described real property in County of Butte, State of California. The legal description of this property is shown on Exhibit A, which is attached to this grant deed and is incorporated in it by reference. Note 1: Conveyance transferring Grantor's interest into a revocable living trust. This conveyance transfers the Grantor's interest into Grantor's revocable living trust; which is not pursuant to a sale and is exempt pursuant to Revenue & Taxation Code §11911. Note 2: The Grantor is the same persons as the Trustee. This conveyance is to a revocable trust and, pursuant to Revenue & Taxation Code §62(d)(2), does not constitute a change in ownership and does not subject the property to reassessment. Date signed: S'— L , at 11576 Dairy Road, Chico, CA 95926. Grantor: Rita N. Robertson STATE OF CALIFORNIA, COUNTY OF Butte on , F �✓� before a Notary Public in and for the said state, personally appeared Rita N: Robertson personally known to me (or proved to me on the basis of satisfactoryevidence) to be the person(s) whose names) is/are subscribed to the within instrument, and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the persons(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official s 1. SEAL: SignatureOFFICIAL PEAL JAMI R t^L4BrAtCP QKt@LtC-CAE.tFt1 IF ACAAMEPA40 COU F tlhr Conran. f R0• Juty 29.4 �0 OEM r GD -CA -L.005 Pub 005 Ret.(01/93) Page 1 of 2 Pages 1 EAlbft A 93-22758 Grant lid Transfer t® Revocable 'Trust Legal description of real property: A PORTION OF LOT 49 OF THE -SEVENTH SUBDIVISION OF THE JOHN BIDW.ELL RANCHO, ACCORDING TO THE OFFICIAL MAP THEREOF, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 11, 1902, IN MAP BOOK 5, AT PAGE 29, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE ON THE EAST LINE OF DAIRY ROAD ON THE NORTH LINE OF SAID LOT 49, FROM WHICH. POINT THE NORTHWEST CORNER THEREOF BEARS WEST 40 FEET; THENCE FROM SAID POINT OF BEGINNING AND ALONG SAID NORTH LINE EAST 620.0 FEET TO THE NORTHEAST CORNER OF SAID LOT 49; THENCE ALONG THE EAST LINE THEREOF SOUTH 244.3 FEET; THENCE WEST 620.00 FEET TO THE EAST LINE OF SAID DAIRY ROAD; THENCE ALONG SAID EAST LINE NORTH 244.3 FEET TO TIME POINT OF BEGINNING AND CONTAINING 3.47 ACRES, MORE OR LESS. Y GD -CA -L.005 Pub 005 Rel.(01/93) Pae 2 of 2 Pages UMENT V _ �. i•ad+iax.�.-•qw,:)z• �iaa;; ax,� ebCc•v�. .cam -a,. �•Y., 3. ?. , r P • ,, _ NAME: - �� ��� - t " • - AP#: C7U2 - p �1 DATE: f i-� i. N _ 6 NOTES RESIDENTIAL 042-170-060 03-1047 ..PERMIT NO.. ROBERTSON, LLOYD - - & . DAIRY RD, CHICO I NEW MH PERM FND NEW SITE t r ,, // THE HCD FORM 433A FOR THIS MH CANNOT BE _ i RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). ` (2 STATEMENT OF FACTS (ONLY ON NEW MH' S). I INSPECTOR TO VERIFY SERIAL & LABEL #'S. C-tl-51- SPECIAL CONDITIONS CHECKED BY S FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER I T(4✓cpfr el )-Or) -' co'fz' rzvU"e4_ JOB FINALED (Date) Signature J=OK 0 = Not OK , " t No;Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Car 1je1 Date Card B-1 Date MOKU HOME INSTALLATION (Plans) OK except #'s Line �ctricity; MH Test-Cmitsovers-Bre`�6rs-Cleamtices 5/DraieMH Test -Fall -Flex Connector 6 at , MH Test -Regulator -Connector !._,Water and Sewer Cohnected-C/O to Grade -HD Aooroval A,� � S b 90 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s ID -'Exits; Insp.-Sketch Zoning Requirements -Setbacks -Easements 2. 11. Cert. of Occupancy 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing DateI% Date J'f Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date PERMANENT END SYSTEM (ONLY) Electric 8. 1. Zoning Requirements -Setbacks -Easements 2. Footings;- Size -Spacing -Marriage Line 3. Blocking - ' 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 / v A,� � S b 90 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-Con nectors 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- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test- 11. est11. 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 = NotOK Applicable = Not Applicable RESIDENTIAL (Single & Duplex) ' . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-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 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) 15. Access & Ventilation Hangers -Post Caps -Anchors -Connectors 16. Insulation 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 53. Property Line Firewall & Openings 17. Water Htr.; Vent -Access -Combustion Air Baffle Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 18. Water Pipe; Test & Anchor -Nail Protection Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 20. Shower Pan; Test, First Floor -Tub Access Siding -Nailing Veneer 21. Test Tub & Shower, Second Floor -Tub Access Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes Q No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. _ 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 84. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville; California 95965 • Telephone (530) 538-7541 lff4 07(Rev.12/96) APPLICATION AND PERMIT ®3 ASSESSOR PARCEL NUMBER 042-170-060 ZONING A-10 BUILDING PERMIT OWNER Robertson, Lloyd -14-3-51.72 TELEPHONE SO. FT. OCC. BUILDING VALUATION 1749 R 94,446.00 OWNERS MAIUNG ADDRESS 11976 Dairy Bond ChJI" C. ()5c)7� CONTRACTOR'S NAME unknowri TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ q4 no ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee C.,1 7,0012 $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 23-00 SU17Da+-r Road Ch, CO CES 737 Energy Plan Checking Fee $ $ PERMIT FEE S , LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 115.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: New MH Perm Fnd New Site Gas piping system 1 - 5 outlets 15.00 ? 5.00 Building sewer 15.00 -j_5,00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service a OR LESS 23.00 23. `.;'• LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSIN License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO tOooA 46.00 NEW CONST. DwELLNG occuP. so W:o OR ADDNS. ( a ACC. BLD S. 3.5¢FT; NoN...,DT' MULTI.OUTLET @7.50 d GIP OUTIET CIR.OWER APPARATUS Ex, Occup. OUTLET OR FDRURES BA @ I .50 Ex. Occup. ourEiETs .a.1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 4j,00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation, insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) ' h those provisions. �` _ Date 41V7 '4�3 Sign re o Applicant- Owner ❑ Contractor ❑ Agent An OSHA permit is required or excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection F Ie $ Occ CONST. TO L FEE $ 45`Y. 0 H FEES O CDF P EL HD ISSU This permit is here y issued and r the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Da//te (Q v=J PERMIT EXPIRES ON 1Q, v`� -D Date Receipt No. 3-%•I I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I . � � - i - Y•LYf� f w. . ; ` . to i ��5• � �.. .,ir ��tirxi,VMs.�„' ,.., .. y...y. .... «.y. t COUNTY OF BUTTE -DEPARTMENT" t ELOPMENT SERVICES -BUILDING DIVISION' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA"SHEET OWNER: L IO�n IS O/if i4S o n! ASSESSOR PARCEL NUMBER Proposed Building Use: /�'f/ �FR� Counter Technician: C j-I1co Date: V11 //03 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. lot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! ( Energy compliance design and supporting documentation in duplicate Manufactured h ata sheets and installation instructions, (B) Marriage line information, C) Floor Plan, (D) Tie down or ot=ui plans, all in du lie 7.. edings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor pXans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required,f r initial plan. review. If checked items,have"not been received, plan review cannot proceed. The permit will be nde d and returned to the plan review line,rupWhen required items are received. wig • j�..,, �� ���� Date Received By 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate........ pi.! �3X!� '?. ❑ 9. Plotplanand business license approval from theCityofrBiggs.................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form tilied out by the owner ..................................... ❑ 12. Hazardous Material Form.................................................................................. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plamreview,upon receipt of the following items.) _ 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... �kKStatement of Intent for Non -heated and A/C Buildings............:"....................0Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit..................................................................`....:: alifornia Department of Forestry plan approval ❑ paid. Sent by: ...................... Planning approval for (A) Use: 0(B)Parking: (C) Parcel Check: L) —23-03 20. Contact Land Development about ❑ Improvements, ❑ Drainage ................................ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy—Z$ ❑ 22. Pre -Inspection for " required ................ ❑ 23. Contractor's: licenseinformation. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy'Number............................................ :. ❑ 2 '. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 2 Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance...t, :.................................................. ❑ 29/Existing violatio and/or expired permits ............................................ ❑ GrantReed, C I.H. Title/Statement of Facts ❑ Letter from L gal Owner heck to H.C�" 1. Other: fV15D1 _ 117 en iss ed elep ne and hold for pickup. �A� I have been informed of the ab emit ms and equtrements for obtaining a building permit. n Applicant: , Date: l 03 p 1. Index permit application for above ' ems -numbered: Pla 'Check Lett Xontractor, Additional items re ' - designer, caner was advised of the above data by V pho e, til mail, EUcounter, by 3 I.Dat . Contractor, designer, owiler, as advised of the ab ve Ota b phone, ❑ mail, ❑ counter,,b,Y Date: Plans reviewed by: Date: Plans approved by: v Date: , Structural reviewed by: Date: Structural, approved by: Date: Note transfer by: Date: Yellow: Building Division. E.H. USE ONLY 'Slot Flan Anechod *1 Flow Mn A i Sent to 8.0 Oki TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Clearance for / dwelling. Other .� ce O.K. for: NOTE: WA Supply: Public Private Well nviron Health Specia(ist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION TCOUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 l ,�1 SCHEDULE OF FEES DUE OWNER `/1% A.P.# �Z- )'%©— O�,'J PROPOS BUILDING -USE— H�DATE �3 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ o -if Cz e /, �f Revised Plan Checking Fee $ 2. SCHOOL DISTRICT FEES V So (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. RECREATIONAL DISTRICT FEES &A" (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE , $2500.00 (paid at Building Division) 10. OTHER 6 -(g --o ---� 0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checkir�g-process. DATE r G� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) ,s t-•- .�...--��+r ..r ,- ^.. t., .... ti i+ ✓ m,p, .A ..yj. '" •s.- +.7' .xi..,. .a•F �.i.; .. ... .... •-w s . - -. r. _ .- . -. 1 'nwcD BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �y Building Department No. A.P. Number l.J��.- II�O^ �YJ� Jurisdiction: City i County Property Owner Property LocatioNAddress '7(o Rd Subdivision Lot No. Residential Development. CommerciaVIndustrial 0 No'of Living Mob! e H me Units Installation 0 New AddRion Building Department Representative ................................................................................................................... Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection); ........................................................ . Sq. Footage F (Including Exterior Roofed Areas) Date Irioor rians�revieweol oy acnooi uistnct rersonneu District Identification No. 's ") School District certifies that J n ( (Applicant) 10 A (Street Address) (City) has complied with the requirements of Resolution No. representing -191-19 square feet. School District Representative Paid b;�`Check # Remarks: (Phone Number) (State) (Zip Code) 8J �' o by payment of $ 34GKQ .r B 2926 $ FULL MITIGATION $ v Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm Dec 17 02 11:38a p-2 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I. I personally plan -to provide the major labor and materials for construction of the proposed property iiprovement : YES t�_ NO ❑ 2. I HAVE HAVE NOT ❑ signed an application for a building pen -nit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE:' CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: . MIME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: . NAME ADDRESS PHONE TYPE OF WORK SIGNED: _ PROPERTYOWNE SOCIALSEC,URM ER:_ DATE: NOTE; This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible Lability if that person applies for the proper permit in his or her name: • - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. z If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 if you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 if you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state.and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law. contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an'" ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sina:rel , Michadl C. Vierra, C.B.O. , , Manager, Building inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. o i . SI',iiiiWET / OF ,3 BUTTE COUNTY RESIDENTIAL PROPERTY RECORD A. P. N. r �yBook page Parcel NEIGHBORHOOD & SITE DESCRIPTION NAME D�✓-SO/��. /G�T/Jr 7,1CGL�`06 LOCATION NAME Urban ❑ Suburban ID Rural 1XIPROPERTY LOCATION Peripheral ❑ Foothill ❑ Other ❑ Assessment Year 19 19 19 19 19 19 7777 Appraiser /�G J731(/ IMPROVEMENT MIX Date 1.2 '76 - 7 9 Homogeneous ❑ Heterogeneous 160 Use Code: RIO V Predominant Use: Res. ❑ Res. Income ❑ 161 Sales Area Code. Com'I. u Indus. ❑ Agri. ( Profsnl. ❑ 163 Incomplete: P. U. 19 P. U. 19 P. U. 19 P. U. 19 P. U. 19 P.U. 19 P. U. 19 SUMMARY Owners ❑ Tenants ❑ Mixed ❑ NEIGHBORHOOD MAINTENANCE E G A F P TRAVEL TIME &DISTANCE Shopping: E G A F P Schools: E G A F P Core: E G A F P SITE TOPOGRAPHY Level ❑ Rolling ❑ Other 164 Zoning:-/ r - - - I �% ♦ �e — �utk County �. . 7 Sanct, rr�i ilaCcraa.�. ci�i%a.�li. and �eoccteJ. ,ci.. - _• aCpuNt�o ' Gerry Grandstaff i Senior Appraiser Butte County Assessor's Office 183 E. 6th Street �. E-mail Address: Chico, CA 95928 GGrandstaffc@iButteCounty.net (530) 891-2718 { Fax (530) 895-6609 TOTAL PROPERTY APPRAISAL -•--� T -'— 1 ' ' Slopes Up ❑ Down ❑ S -S 0 - UTILITIES -SITE IMPS. 165 1 Zoning Conformity: Yes ❑ No Ef Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No l Water: Public ❑ Well X Ditch ❑ 166 Use Conformity: Yes No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No C Electricity: Yes )K 167 Bldg. Class: .� .Gas: Public ❑ LPG ❑ None ❑ 168 Bedrooms: Sanitary Swr: Public ❑ Indiv. ❑ 169 Baths: Storm Swr: Public ❑ Natural ❑ 170 Base Year: ..►-, Street: Conc. ❑ Asph. ❑ Dirt ❑ Gravel ❑ 171 Area of Residence: St. Lights: Yes ❑ No ❑ 172 Land Type: Lot ❑Homesite ❑ Lot ❑Homesite ❑ Lot ❑Homesite ❑ Lot ❑Homesite ❑ Lot ❑Homesite ❑ Lot ❑Homesite ❑ Lot ❑Homesite C C & G: Yes ❑ No ❑ 173 Garage: Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Sidewalks: Yes ❑ No ❑ 174 Pool: Yes ❑ No ❑ Yes ❑ No❑ Yes ❑ No❑ Yes ❑ No ❑ Yes❑ No ❑ Yes ❑ No ❑ Yes ❑ No C 108 Acreage: 11/7 TREND 140 Base Year: / g 7 Improving ❑ Stable ❑ Declining ❑ OCCUPANCY SUMMARY Owners ❑ Tenants ❑ Mixed ❑ NEIGHBORHOOD MAINTENANCE E G A F P TRAVEL TIME &DISTANCE Shopping: E G A F P Schools: E G A F P Core: E G A F P SITE TOPOGRAPHY Level ❑ Rolling ❑ Other Land Value R. C. L. N. D. Total Summation Comparable 1 (+, -) Comparable 2 Comparable 3 List Price Sale Data r - - - I �% ♦ �e — �utk County �. . 7 Sanct, rr�i ilaCcraa.�. ci�i%a.�li. and �eoccteJ. ,ci.. - _• aCpuNt�o ' Gerry Grandstaff i Senior Appraiser Butte County Assessor's Office 183 E. 6th Street �. E-mail Address: Chico, CA 95928 GGrandstaffc@iButteCounty.net (530) 891-2718 { Fax (530) 895-6609 TOTAL PROPERTY APPRAISAL -•--� T -'— 1 ' ' Slopes Up ❑ Down ❑ S -S 0 - At At ❑ Above ❑ Below ❑ Grade 1 Land la View ❑ Sector Degrees Improvements S(,/11+ 0 . Personal Property �--� LOT TYPE Total Property Corner ❑ Interior 0 Key ❑ Cul-de-sac 0 LAND VALUE COMPUTATION REMARKS Appr. Width. Mod. Unit�9�d Year Area Fact. Value Value d TRANSACTION RECORD Date Price Seller Buyer Source & Date REMARKS y MISCELLANEOUS BUILDING RECORD PARCEL A DDR ES DESCRIPTION OF BUILDINGS HEFT y. OF_3 SPEED 8/dg. No. Structure Size Found. Wall 6 Exterior Roof Floor & Interior Detail Second Story or Loft Year Built Est. Tc IL ife Y, Type Cover '�° R. C. N. Good N. . Unit Cost Cosf % R. C. N Good L. N. D. Unit Cost Cost % Good R C N Unit L. N. D Cosl Cost �• R. C. N. Good L. N. D. I COMPUTATION Appraiser -Dote 19 % 19 19 Bidg. Area No. Unit' Cost Co t '�° R. C. N. Good N. . Unit Cost Cosf % R. C. N Good L. N. D. Unit Cost Cost % Good R C N Unit L. N. D Cosl Cost �• R. C. N. Good L. N. D. I Total /3� Jo,�O ,;loll 13 Appraiser- Dote 19 19 19 /9 ld Area Unit Cost o° P. C. N. D. Un t Cost Iost C �° Unit Cost °� R. C. N. Unit /° R. C. N. Cost ° To to l All 531-11 9-'46 1• Ar DRESS SUBDIVISION SEC. T WP. _ RGE RURAL PROPERTY APPRAISAL RECORD PAR. SCH. DIST. ;-- BLOCK � �/�- /Cs < ', i %y �'r COMM. ,tip.. �' G-� %2� -2 >F '•cr y 'j GENERAL FACTORS UTIL /TIES TRANSPORTATION ROADS CL/MATE WATER Electric Ni -way U.S. No. Cement Temp. H. L. STORMS QUALITY QUANTITY Com. Water Cc Gas Hi-woy Co/i 1. No.. Asphalt Hum. H. L. Moderate Excellent Am /e WELL 7� Domestic W. County Highway Desert Mix Fogs -days- Severe Average ILimited Depth ft. 'p LOCATION County Rood Gravel -Dirt WINDS PRECIPITATION Poor SOURCE Lill ft. Miles to town Brooch Road `4S Medium Rain Boron Gravity Flow inches Miles to school CONDITION Strong Snow -Hail Solt /rri at/on Dist. lCostlinch Mi. to shipping p1. Good Avig. Poor Structures R.C.L.N.D. Mutual Woler Co. Cost ac.lt $ -21 10 TRANSACTION RECORD i Date R. S. Tr. Deed n Price e Grantee _ a 6 �6l7 �iN Remorks o < ey . { / OF Tree and Vine Volue %� ; .. ; ;; �,a r ,� s ' -�� / Q , r S4' F✓ D /r /1. /� g� 1� �i x IM -p' '/ % 6 � 1 Y J �2yt . 13fLW y / Box)( I/ � � Book A. P.N. Poge Parcel Year /9 %/ 19 -11 19 /419 7-;� l9 74, 1191 17 G O f Appraiser =.<17�"i�7 15073 `4S d" 4.2 -21 Dale / _��/-G�1 to- 2q- -IE y-// 7Y 9-7- 74/ 2s 7.S Structures Replacement Cost Structures R.C.L.N.D. /c/3� -21 10 349-S- i Land Value /lj �! _ a 6 �6l7 �iN /�/Jkk (/ / S Ii. I �S . { / OF Tree and Vine Volue %� ; .. ; ;; �,a r ,� s ' -�� / Q SHEET ,60 U, Cade: Land and lmprovemenl Tota/ , ;,— '� Q r /�f 7 'le �3 � �33 7 y ` � � � 161 .Soles Awa Cod,: ..5 V Capitalized Earning Ability 1 162 ApProiscr No: - Indicated Sole Price r " P - 167 Incomplew, P.U. 19......... _ Listed Price 164 165 Zoning, A - /Q Zoning - Cen .—ly: Yes ❑ No 14 7 APPRAISAL 166 Use Conlormiry: Yes No Total Value R. E. o o /Q 6-0 / </ D -p6 167 Bldg. Cl,ss: Land Value 7 ✓ s a a % A/ �i / ®. 42 aa 168 BR: 102 9 ❑ 4 1;3 S ❑ -Structures Value // O /% 110 0"� _ / :� 3 y 0 O 169 Beds: 1 ❑ 2 ❑ 7 p '° O ' O Tree and Vine Vo /ue s j.I NT el,,qc, p I o o o l LI o 170 Bose Year: ` ASSESSED VALUES 171 172 A.ee.. Land Type: Lor C:) Acreage Land / 3 l 1 J Goo s ; 173 Go.oge: Yes '+ Structures % -7 Jr�1 174 Pool: Yes 0 No Trees and Vines �r/�, �' a�'i 2 Soil io,Y 3,47 Tota/ 15-5`0 . , . Z4Z ' _-- -- - - LAND DATA � Area Type Index To Ero. Alk. Acres Acre No. p E uiv. . Use — Production — Remarks /7 LAND VA L UES Area Acres l9 �`% 19 19. 7 19 19 19 19 19 l9 No. VIA I Toto/ I VIA I Total I VIA I Toto/ I VIA -1 Tota/ I V/A Total VIA Tota/ VIA Toto/ VIA I Toto/ V/A Total I I I TREE 8 VINE DATA No a I VorieJy ISe r I Size Feet Acres I Physical Condition — Production — Remarks TREE 8 VINE VALUES MGM FF x AND 1VIIEN RECORDED MAIL TO: , BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 11111111111111111111111111111111111111 - 2��3--0026445 Recorded I REC FEE 10.00 Official Records I COPIES 2.50 CoB�UUTy Of TE CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON 1 Assistant I Marti 02:26PM 25 -Apr -2003 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, . smoke, noise, and odor. Butte County has established agricultural. purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations.' All that real property situate in the County of Butte, State of California, described as follows: SCG l}- i T �clfc .D DatePROPERTY OWNERS: State of California County of On before me, personally appeared- L1614A .&bed! h, '- personally known to me (or proved to on the basis of satisfactory evidence) to be the personN whose name® subscribed to the within instrument and acknowledged to me that(@slleyr PV executed the same inL erLtlieir authorized capacity(ie4 and that by®s aero' signatures on the instrument, the personN or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. -; -- — - _ r Signatur "; �/ Seal: HAWNA MAO A.P. # COMM. # 1252416 � v = NOTARY PUBLIC-CAUFORNIA 10 7 SACRAMENTO COUNTY r it— My CommissWo Egim FEB. 04 251 Exhpb6t A 93-22751 A Grant Deed Transfer to Revocable Trust L *al description of real property: A PORTION OF LOT 49 OF THE SEVENTH SUBDIVISION OF THE JOHN BIDWELL RANCHO, ACCORDING TO THE OFFICIAL MAP THEREOF, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 11, 1902, IN MAP BOOK S, AT PAGE 29, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE ON THE EAST LINE OF DAIRY ROAD ON THE NORTH LINE OF SAID LOT 49, FROM WHICH POINT THE NORTHWEST CORNER THEREOF BEARS WEST 40 FEET; THENCE FROM SAID POINT OF BEGINNING AND ALONG SAID NORTH LINE EAST 620.0 FEET TO THE NORTHEAST CORNER OF SAID LOT 49; THENCE ALONG THE EAST LINE THEREOF SOUTH 244.3 FEET; THENCE WEST 620.00 FEET TO THE EAST LINE OF SAID DAIRY ROAD; THENCE ALONG SAID EAST LINE NORTH 244.3 FEET TO THE POINT OF BEGINNING AND CONTAINING 3.47 ACRES, MORE OR LESS. GD -CA -L.003 Pub 005 Rel.(01/93) Page 2of2_�Pa��aes 00 ®FINUMENT Z Date: Permit Number (if almlicable) APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: �'E CoC/ ` A ,, EW APPLICATION MAY 16 2003 AP# � ;' -t -7 In) ', i' TU ' 13 Ll -7 Parcel Size: Situs Address: Proposed Use: Residential ❑ Single Family Addition ig 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 ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Ot r . SepticWell El Agricultural Exempt Building Other:: A V r 6-l] �y •• Brief Explanation (if necessary): �vofm DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION or Staff Use ❑ Approved Conditionally Approved Site Plan Stamped Approved By —J Date Page 1 of 5 LOT P. - ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 11 ❑ Snow Load Area: • - El 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) IN 100 -Year Flood Plain: (See attached !k • Flood Zone: • Flood Panel No.: O `-9 8 e_;- 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 ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 10 . Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front S D � ,� Side 0 Side Street Rear 1 Height 1 Waterway N/A • N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .F Applicable Develo0went Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ 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 Date of Creation: (�o -- `Z (P Legal Access Provided: ❑ No ❑ Yes Deed of Reference: r L -i ZC} — 3 9 a Legal Access Required ❑ No EJ Yes Parcel Frontage on Publicly Maintained Road: ElNo ❑Yes, Road Name: Complies with County Standards for Deed Creation:[] No ❑ Yes Comments: 12 �-7 — ,�,— ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations -of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard- 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control . must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan -for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa u Page 4 of 5 BUTTE COUNTY AGRICULTURAL BUFFER UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being divided or subdivided. Applicant must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name` U Phone: Assessor's Parcel Number: d22 Reason you believe you qualify for the unusual circumstances exception: �j nature Date 'S UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot. size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MHOSTERIAL PERMITS(Building ❑ Exception Recommended V Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: "Lis o -� -�� �'�c.�-� �-� Ido �s�-b� � • �D arC.-��� lv � (,l �o-� Agricultural Department Signature: _3--( Date U &MA& Z4, 0&/15/03 YMC 4/20/03 0 - 0 PROJECT PROCESSING RECORD Applicant: P fI��.50 ►� Owner: A.P. #: Permit #: Work Description: Date Description of Step or Status We- need a- - 5f&& ono r, DPk-M17,,P7,0 '1 Ir � � 1 i ! KO k-�.-116 National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board 'and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State. Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan BUTTE COUNTY PARRS DEVSIAPNENf FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK.DISTRICT Assessor Parcel Number(s) '41 % 0 ' 66; y Property Owner Project• Locati Subdivision Lot Number(s) 'Residential Development: (check .one) New Development Alteration/Addition /obilehome(s) Total Number of Dwelling Units Comment: _Non -Residential to Residential va �6 - 7-0 Building Department Representative Date •*�****x�r�r,�*�r*�rx�r�r�r�*,�*,��r�r�r,r,��r�r,��r*,�vr,r,�*�r�r,�vr*�w��r��r�r�r�r�r,�,��r�r**�c*�r�c*�r**�r�r�r�r�r*�r Chico Area Recreation and.Park.District(CARD) certifies that IJ0,11 Hs Curd tA 5r -n') (Applicant Name) (Phone Number) (Street Address (City) (State) (Zip Code) has compliedwiththe requirements of Butte Co: Resolution No. 90-140 by Payment for { dwelling units @ $1,189 for total payment of $ CARD Representative PAID BY CHECK NO, .. REMARKS: BANK N0. PAID BY CASH RECEIPT N0. Distribution:- White --Applicant Pink --CARD park.fec (form revised 11/90) Date Wil/W 447 t;1 NJ-b8HM ffixiTUTAL $118?. 00 Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. mtertine of' Dalry Road PRc)po,5eJ Wei! SO/ Nbrth Mot Man Lloyd Robertson 11576 Dairy* Road Chico, CA 95973 343-5172 :SCQ MAY - 9 cNot 1749 SO. FT- APPROVED Butte County > nmentai Ke8a .3 VG Environmental Health MAY - 9 2003 Chico, Ulfomia 3BR, 2B& STUDY, CORNER OVAL TUB OG287063 UoY Q89A Sort/ 1rL�� Home -a(_530) 3y3 -517o, F., INTER -DEPARTMENTAL MEMORANDUM TO:—BUIL D DI I N, O ILLE FROM: ENVIR. HEALTH, CHICO DATE: 7 / RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELll AP#: �%�Z -1-70—P66 ADDRESS/LOCATION: —A��v' Comments: GUmemos/releasehold INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE ROM: l/Z/, , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: G-L,OVCIXeb—e,, 22_ ) SEPTIC: WELL:�--,--' AP#: OVA - i %o -060ADDRESS/LOCATION: H`5 %6 y Comments: GUmemos/releasehold ! ` COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE U3 -lav) OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. I( you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. lyc FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM . Expires July 31, 2x02 ELEVATION CERTIFICATE Important; Read the in bucid ns an pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STRUTS (Irwhidid IAjit. Un& Suft andfor Bldg. No.) OR P.O: ROUTE AND BOX NO. CITY , STATE rrcUFtKTY DESCRIPTION (Ldt and Bloat Nlumbers, Tax Parcel Number. Legal Dma"on, est.) POO ' O L%a - 1 1D ^ O (o D BUILDING USE (e.g., Residential, Nontasidentlal, Addition, Accessory, e L Use Commeros if necessary.) LA 1 r I Uurmurvul 1 UUC tue I IONAL) HORIZONTAL DATUM: SOURCE: )-1 GPS (Type)- -- . ##' - ##Jr or ##. L-1 NAD 1927 L-1 NAD 1983 U USGS QUad Map Ll Othw. SECTION B - FLOOD INSURANCE RATE MAP (Fl INFORMATION (B1. NFIP COMMUNITY"E & COMMUNITY NUMBER 82. COUNTY NAME 83. STATE 'BAe. %nea(p Hit" C&1061-+ -+ 1 C_J-i B4. MAP AND PANEL o'y- 85. SUFFIX B6. FIRM INDEX _ B7. FIRMPANEL B8. FLOOD B9.* BASE FLOOD ELEVATION(S) NUMBER DATE I EFFECTIVE/REVISED DATE I ZONE(S) (Zone AO, use depth of flooding) I G -- 8 g A, ) so . vu. uluwaw urn wiUmu ar ure ossa rr000 mevaaon ttsrt) Gare or case noon aepin enww In B9. ►—I FIS Profile l --I FIRM I_J Community Determined )I Other (Describe): _ ,- Gannn,�+s B11. Indicate the elevation datum used for tine BFE in B9: $Q NGVD 1929 I.. _) NAVD 1988 I_J oew (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? (_J Yes poo Designation Date: x1 SECTION C -BUILDING ELEVA77011 INFORMATION (SURVEY REQUIREDI C1. Building elevations are based on: J_�.JCorstrtxtion Drawings' J--�Bullding Under Construction' Finished Construction. -A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _-Ir; (Select the building diagram .most similar to the bulldng for which this certificate is being completed _see, pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones AI -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, AR/A14M, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2- State the datum used. If the datum is dtTerent from Me datum used for the WE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D. or Section G, as appropriate, to document the datum conversion. Datum N69D 2-9 Conversion/Comm%ris Elevation reference mark used -?n Does the elevation reference mark used appear on the FIRM? ._-I Yes tSj No 0 a) Top of bottom floor (including basement or enclosure) 0 b) Top of nwd higher floor ft m s : f SSr J ❑ c) Bottom of Idwest tnoriaorthal structural member (V nines ony) _ R(m) 0 d) Attaclied garage (top of slab) — ft,(m) ❑ e) lowest elevation of madtinery and/or equipment servicing the building J 5'L_ • ,,�ft(m) ❑ f) Lowest adjacent grade (LAG) j Li g 0 g) Highest adjacent grade (HAG) I `i 0 h) No. of permanent flood vents within 1 It above ad' tt(m) 0 .i) Total area of all permanent openings (flood vents) in C3h ILI sq 1n. (sq an) 7 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, enginw, or arct ted audxxt ed by law to c WW elevation irdomration. 1 certify Ute( the n wnstion in Sections A, A and C on Urs cerdrtfiate Mp oserrts my best of brts to irderpref the data avaiable. 1 uotds(stsrtd Utat anyfie(se sh dement may be jourdaUbta by fine or ftfisorunent under 18 U. S. Code, Section 1001. CERT1FiER'S NAME i 1 �. p LICENSE NUMBER Q TFrLE �`hVd\'G�TC , , 61 COMPANY NAME `'' �/C���,,, � ] -4 L G/U eh ie" I �ZJ/L C ADDRESS , 5- T .t1 / CITY STATE �. e . ZIP LODE SIGNATURE {� DATE TELEPHONJE, —4:i4 530 - PT:UA Fnrm R1 31 Al 1(-` QQ FVFRCF CIrIF F(1R r Nj jenopi RPM A(`.FS2 Al I PRPMN K FrVnr)LLC IMPORTAAIT: in #ase spaces, copy the corresponding information from Section A FEowpistrreneecG CITY -I % - - STATE „ .' _ aP SECTION D - SURVEY(R, ENGINEER, OR ARCICTECT (CONTINUED) Coov bath sides of Oft Elevation Certiflaft for (1) community official, (2) Insurance agandoonpany; and (3) building owner. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT. BFE) For Zone AO and Zone A (without SFE), complete Items E1 through E3. y the Ebvetion Cerdrkate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number �_ (Select the building diagram most similar to the building for which this certificate is being corm - . see pages 6 and 7. If no diagram socurately represents the building. provide a sketch 1pholo E2 The top of the bottom floor (Including basement or enclosure) of the building is lmiin.(crm) above or �J below (check one) the highest a*cent grade. E3. For Zone AO ony:. if no flood depth number is available, .is the top of the bottom floor elevated in accordance with the commuunitys floodplain management ordinance? u Yes L --J No .0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR CWNEWS ITATTVE) CERTIFlCATION The property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (witlwut a FEMArissued or communiy,issued BFE) or zone AO must sign here PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE- ' - - - - - - - DATE TELEPHONE - - - COMMENTS Sections A B. C (or Q. and G of this Elevation Certificate. Complete the applicable item(a) and sign below. G1. u The Informmation in Section C was taken from other docxunentaflon that has been signed and embossed by a licensed surveyor, erngineer, or ard*ed who is authottred by state or local law to certify elevation information. (Indicate the source and data of the elevation data in the Comments area below.) _ - -- - _- - G2 A omm rnity official completed Section E for a building located In Zone A (without a FEMA -issued or com d BFE) or Zane AO. G3. L__j The following information (Items G4 -G9) Is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been Issued for (_J New Cion l --j Substantial Improvement G8. Elevation of as-buflt lowest floor (including basement) of the budding Is: _ fQm) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site. is: _ fL(m) Datum: LOCAL OFFICIWS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE , FFIUA Frwm ATI 'Al Al K: QQ RFPI Ar:1--14 Al I PQ"nI M FnfTIC*1R 9 Butte CountyDeparanentofDevelopmentSenices 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION*BUILDING*GIS* PLANNING August 31, 2005 Robertson, Lloyd 11576 Dairy Road Chico, CA Re: Application for Lot Line Adjustment (LLA), LLA 06-02 A.P. Number(s) 042-170-060, 070, 071 Dear Applicant: On August 31, 2005, the Department of Development Services made the finding that the Lot Line Adjustment on the above referenced property is exempt from environmental review, and approved the project subject to the conditions on the attached page. Should you appeal the decision of the Dept. of Development Services, please submit your appeal, in writing, with the appeal fee of $50.00, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California 95965, prior to 4:00 p.m., September 10, 2005. The conditions of approval must be met within thirty-six (36) months from the date of approval by the Department of Development Services or the approval will be considered null and void. If you have any questions concerning this matter, please contact this office at (530) 538- 7601, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, J e Hunter ssistant to the Chief Administrative Officer cc: Timothy C. Wood, 1250 East Avenue, Suite 10, Chico, CA 95973 Environmental Health Department Building Division ,/ CONDITIONS OF APPROVAL Robertson, Lloyd, Lot Line Adjustment (LLA), LLA 06-02, 042-170-060, 070, 071: Lot Line adjustment between 3 parcels adjusted to contain 2.41 acres, 3.38 acres and 2.91 acres. Existing parcels contain 4.42 acres, 0.80 acres and 2.83 acres, located on the east side of Dairy Road between West Sacramento Avenue and Grape Way; approximately 700 feet north of Grape Way, Chico. Engineer: Timothy C. Wood. 1. New lot or parcel lines shall comply with setback requirements of applicable zoning and building ordinances. 2. Deeds and plats (if required) shall be submitted to the Department of Public Works, Land Development Division, for checking and approval prior to recordation and shall contain the notes specified below. Include a legal description signed by a registered civil engineer licensed prior to 1982 or a professional land surveyor. 3. Provide documentation from a title company on the applicant's choice verifying any deed of trust affected has been partially re -conveyed or modified to reflect the lot line adjustment and to prevent the creation of any additional lot or parcel. 4. Prior to recordation of deeds, provide documentation verifying payment of taxes as reguired by Subsection (b) of Section 20-95 of the Butte County Code and as specified in Article 8 of Chapter 4 of Division 2 of Title 7 of the Government Code, commencing with Section 66492. Deed Note (To be placed on any deed to effect lot line adjustment) The purpose of this deed is to effect a lot line adjustment as approved by the County of Butte on The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official records at Serial Number Book at Page No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute assurance that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of'Butte. Plat Note (to be placed on any required Plat) This plat does not constitute a legal description of the lots or parcels depicted and does not show all easements of record on or affecting said lots or parcels. Lot Line Adjustment Conditions of Approval - Butte County a Building Permit N tuber: 03 :�Q Owner Name: Residential Construction Re uirements IMPORTANT This set of.plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997'U.P.C.), 1998 California Mechanical Code- (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HN.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note:-We-will-norm�allyTaccept the following as compliance with the flood elevation requirements: I. Building is anchored to concrete stemwall system with conventional anchor bolts. . 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, to on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit tuber: �O3—/047 Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. . Fire sprinklers are required in this structure. The following parcel map.requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of JD feet from the side and —W feet from the rear property lines and 20 feet (25 feet it Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 fJ* i Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of feet from the side and ` feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 01 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 l NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company. Use:: BUILDING OWNER'S NAME r1 t t Policy, Number BUILDING STREET ADDRESS (lncludin AASL, Unit, Suite, and/ r Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC"Number. I I A 12'� Rr� CITY STATE ZIP CODE PROPERTY DESCRIPTION (Lot and Alock Numbers, Tax Parcel Number, Legal Description, etc.) pp'o: Ma -ice - BUILDING USE (e.g.. Residential, Non-(esidential. Addition, Accessory, etc. Use Comments section if necessary.) • A ) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L—I GPS (Type): ( W - ##' - ##.#t• or ##.###W) I—I NAD 1927 LI NAD 1983 L-1 USGS Quad Map L-1 Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE Ac-cA C D061� �y B4. MAP AND PANEL B5. SUFFIX 86. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATIONS) NUMBER DATE 1 EFFECTIVE/REVISED DATE I ZONE(S) (Zone AO, use depth of flooding) 0 Q4 s 1 C_ a B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L_1 FIS Profile �_) FIRM �_J Community Determined Other (Describe): f:I!P_& Co A-inLI 'f B11. Indicate the elevation datum used for the BFE in B9: 1;L1 NGVD 1929 NAVD 1988 �_J Other (Describe): B12. Is the building located in aCo stal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes IN No Designation Date: IJJ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construchon,DraWngs' I- -IBuilding Under Construction' �_JFinished Construction �'A new Elevation Certificate will be required when construction of,the bulldlrig incomplete. C2 Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert ft datum to that used for.the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum LJImb 20% Conversion/Comments Bevation reference mark used Rah 4 416 c;_' Does the elevation reference mark used appear on the F Yes �� No O a) Top of bottom floor (including basement or enclosure) I U / fL(m) 0 b) Top of next higher floor ' _ fL(m) o ��O �� J• F� 0 c) Bottom of lowest horizontal structural member (V zones only) AJ 14_ 1(m) m., A 0 d) Attached garage (top of slab) ki— . _ fL(m) E 2 __Z �� Z 0 e) Lowest elevation of machinery and/or equipment u, R, servicing the building /G ( fL(m) m U f) Lowest adjacent grade (LAG) too ! f t(m) z m V d 0 g) Highest adjacent grade (HAG) 1 e)o —3— fL(m) U h No. of permanent openings. (flood vents) within 1 ft above adjacent grade "_ U .i) Total area of all permanent openings (flood vents) in C31h sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certi �uev do 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret N,e 'tt3 2 e.� I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 100 CERTIFIER'S NAME LICENSE NUMBE fflY TITLE ADDRESSCITY STATE F '',r NZ1P CODE— zsa� r A& -T A. w_ S►i"Q /n Gh'I «, t^_A 0)S5'0'(_ SIGNATURE DATE TELEPHONE __. _ -- - oma- - FFAAA Fn`rrl R�,"i n (. QQ CF� GF',iFR`F QIfIF Fr1R (' NTI 10'rls ppp1 nr:FC 4,1 1 ppp ticii IC Fr11T1(lNC IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy. Number CITY STATE ZI CODE Company NAIC Number C\CA ) 1 Ln -13 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1%:J C I&-�,e rM,AtA U�AA 0U1 0- +egne) r In aka r- Sc )CI.i�Sf C4 +lL s-;[ kd_- a'n CoA &`C. Vk k G t^C C � S LaA.1 l ';!6 A 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMB -F, Section C must be completed. Et. Building Diagram Number ':r (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is a[= ft -(m) A-1in.(cxm) ;K-1 above or [__I below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? 1-1 Yes (-1 No 1-1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or communityissued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the cornmunitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1:1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE GEKI IFFIGAI t Ur GUMrLIANk;rJUI-L.UrNrv%. T ISSUED G7. This permit has been issued for. 1-1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft -(m) Datum: LOCAL OFFICIAL'S NAME I I I LE 'All x, COMMUNITY NAME TELEPHONE SIGNATURE DATE11�t���ti COMMENTS s Mill C V-1 Check here if attachments FF4,IA F.vm R1_11 Al Irl QQ RFPI Ar.FC Al 1 PPPVIrll M r-nrnrmNC 1 - s t� Lu C-% Z _ 3036 30.16 4653 M53 �_ I i w Ca@ _ �c� KITCHEN DINING = THIRD BEDROOM 1V 1rx11•T 14-5x12-1 a 5 13'-1 x 17-T MASTER LNG M •� , STUDY SECOND BEDROOM ROOM 00m, OR OPT. BEDROOM 15-1'x r.T 27-1'x a-10' J. FOURTH t1•-gxi7-�• I r BEDROOM l ® 1a1ax1z-r 1749 SO. FT. 38R, 2BA, STUDY, CORNER OVAL TUB OG287063 UoYO Robr_8r- QU`710OraoCf 1. Owner's Name: J 2. Assessor's Parcel Number: ,e5* '46;e- 3. Installer's Name: �sS 4. Is the site currently under permit? Yes[ ] No[ % Permit No. 5. Is the site an existing site? Yes[ ] No[A] (If yes, furnish two plot plans). 6. What is the electrical.rating of the mobilehomeZg,:�%:O_Amperes. 7.. What is the mobilehome site circuit breaker rating? Amperes. &,"t is the electrical rating of the mobilehome site? �-® O Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No`,�" If it is, what is . the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yeso No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes= b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Naturalo Propane[ ] None[ ] 12 Size of gas pipe at the . mobilehome site from the meter or tank: inches. 13. What is the gas pipe. length from the meter or tank to the mobilehome? 16(ft.). 14. What is the mobilehome gas demand? 59®DO B.T.U.* *(This information is not required if the pipe length is ' less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May t995 8.5 a Mobilehome Manufacturer: /�-/ BI'71e7'1 Manufacture Year:.2.,rPe9 If other than single wide, furnish Setup Model Number: G 2 e-2,0 63 Width: .961, (ft.) Length:4(ft.) Tagalong or Expando Size_1 .) x On all mobilehomes manufactured' after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ] Other: P,4b S SUPPORTS: Concrete block[ J Other: Provide Tie Down Specifications for A Mobilehomes: Pier Footings Sizes and Location SMILE WIDE MMTI WIDE Line I PI Line 2 Line 2 ................................................................................................ Main Beams Line2................................................................................................ Lbw3 Line I Line 2 ................................................................................................ Main Beams ........................................................................................... Line 2 Line i .................................................s Tag or Triple 4 ine 1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: I f` From ends -maximum: 1` Line 2 Piers: Size minimum: wxrl x Spacing maximum: ('` From ends -maximum / 6 "` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): 2IX?b 2000 Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: I` Line 4 Piers: Size minimum: x Spacing maximum: 1.` From ends -maximum ` 8.4 May 1995 r j �lPPaRT�PIEfI/�IYP:-4,Qllfll[(G� 1 2 PSF-SCiJIH ZONE _4060 -3()_PSF _MIDDLE ZOPIE-50613� FOOTt IG SIZE - ZO:f2OK4 MLM fNLEIS AIPPROX_ FRam REAR 45-5� 'E" d ELECT- - GAS ♦ V 9 MLM fNLEIS AIPPROX_ FRam REAR 45-5� 'E" d ELECT- - GAS ♦ V U ii (v 3• 7•-g Z. 37'- 1 f ifl t I O JIM E6'-Ot' i 1 F-li - --*-- ---M V 3-7-6. CEw1ER t�uE PI�aS PIER SPACING ACRM D91 Dim VVIDITH OF UNfF(S)-® 1 -BEAM 4� Lj120-PSFj3D PSF FOOTING ------- 1 4020 5320 2Ox?-O X(15, S I ANN—JERSE fl -OUR JOISTS ZgMt" ----_--- ET MANUFACTUREDxCMANUFACTURED4v i'JI_ U /� �(�'� O� �'S� LUPIGITIIDINAL FLUOR JU1515 u`-- .40/4- 75VT Q 1 - Exc;FPI IJi�WFAUURVD IN 0R:29 -VV 9912 --------,�r �5-,0 y3 517a __ 1- ----- I --- - -- - -- ---- - `. - --. ILUkN- PIER PLAN NOM REFER l0 III EW HWES I I115U" ATlON WSIRkWM I IE OR ALL OTHER INFURII4TFIOH (1% 01RER PIER SPACING. SOIL CA WATIES PIER AND FOIX13" CETA'LS. EVE,-) ALL RE'OOPMEM D F007W SIZES ARE FOR 2WO PSF SML ALL !sMCWALL PIER LOCA13ONS AA4E EiAISEA ON SM WINDOW AND E)ff OWN LMTION& SIDEN L PIERS SIXIST BE RE- LOCATED AocMo NGLY IF yY1NDCws A14pfOi4 DOORS ARE MOVED OR ADUEA ��U6311 II A?P.-14-2003 12:16 PM t w""irr 56 plaza sovore aiucito 9 cran9ea co 92666 719 066 ion voice 714 090 1g2 FOX C & R PIER MFG: 916 373 9897 C a R Para wa 275 S. Rancho Ave. Cait®n, CA 92334 1-800-443-04al PAX eoe 872-6439 Ugled and Approved by. PFetemed CO NUU01fin Inapeella+s, Ina. P 1 0 1 4uac: 7 of S Ogtat APF. '95 Rvr 043CU ILK 1j, U, 111 In Z:M 00 HIE ISMPPDACT POS R, �'-Ci Listing Number; 3852-2 Pier Capacity. 6000 ►bs (Prised on tested uitimvte land divided by a factor of safety of 3) 143 g VU UNO Utl� 6J 1 PI,Ar Gap, See Sheet 3 9eta;t tsar Stonparp Cap and SP't6>ete3 4 6 5 for alternate pier caps 2 3/4° Diameter x 5' ASTM A307 Threaded Rod 3 3/4• Dia. ASTM A307 Hex Nut. Sege Sheet 3 Detra l is I& 2 for optional double nut, • 4 3/4' x 10 CiA. Flat Washer welded • to 11 O.D. x 0.660''x 2/4' ASTM A36 Tobe Collar and welded to rormea angry legs, g L I' x If ASTM A36 steel formird angtet legs. See Fier ScheOute ror gauge of legs, 6 1-3/4° x 13 GA, ASTM A36 fleet plate braces. See Pier Sche:'du for height ana use of braces. DE 7 1-1/4' x 13 GA. ASTM A3G'fisAWD1 G - Pict& base s'telps. See Page 3 _. petal( 5. 90%, 8 CI] i#1E x i' GpIV. setF-dr+ltrn� !!11 e�� setf-tapping screw or drllt for CI] #la x I Galy. wood Scretw aT ieach corAer. 9 Label. Ste Sheet 3 Detail 4, 10 qa$R Width 'a'• See Pier SGNedute. ARi'n. ' a d fSb ploto squore S U M q orean9e Go gebbb %'q 28A `iu9 vo,ce Ito 068 t{ab ox wrel,lrt� �aSSO APG�y�� 0. sr No. C-8294 p 275 S. Rancho Ave. Coban. CA 92324 1-800-443-0481 rAX_ (909) 872-6439 Listed and Approved by. Preferred COnslrvclipn Inspectlono, Inc. wigs% 2 Dow 3 Apr. '96 Ata ✓ am"j• 043CUT2.DWG 20�'�w SSC�G�G�DDM��sanM� C"=d[EMrG�7oOnM -----------------. I -I^-ACrtUGt-yl pYER - - - - SCMEDULL--------- + NoM,nnt ancfa?--I -HrACC--�--L�- -- � ' He i Gh", 1 Height I Width I hie , grit I Angle I 'T -- 1 M I -- 8 I -- _ L I- - Gauge I 1 6 ---..-Q---ri 1 5-l/2� _-._7_ %tel/4I NotJaCd I _--- 11I 1/2 ---- 7-1/4 I Nbtused I --�'---i 1 --'•__—r•�rr I r-----fe--r I_ ----- I---------- I --------- 1 I t0 + -12----1 9-1/2 1 9-1/4 1 Not Used 1 11 1 + _ ------'^I - 11-1/2 19-1/4 ----------- -- 1 -------- I - Not Used 1 ---------- - 11- --I 141 - - - - - - - - - - I---------- I 1.3-1/2 1 9-1/4 1 I--------- Not Used '1 --_---__lA 1 1 I I-------- 15-1/2 1 I 9-1/4 1 - --r----- I--------- Not Used 1 I 11 1 ----18--- -17-1f2 r T �-'__ i I--^----_--rI 111-1/4 i w NotUsed!��i ' a0 1 - __------ - 1-^------- 19-1/2 -1 -- 1 11-1/4 I ---------- I--------- Not Used 1 f 11 I '-- 22 I----------I-•---- 21-1/2 1 11-1/4 1 Not Used 1 --____ 10 I t 24 I ---------- I -_--I--------I----------i----.-----I c3-1/2 1 - ---..-..--- 11-1/4 1 Not Usea I. 10 I 26 I I---------- I 25-1/2 1 ---------- -------- I 11-1/4 1 -••------- - I --------- 12 I 11 I + 28 I 1----------I---------- I 27-1/2 1 -------- ----r--- 1----------- 11-1/4 I t3 I 30 I ---------- I 29-1/2 1 I---------- 11-1/4 I---------� 14 I 11 ! I---------- 1 32 I._---_.. 1 ----------► 11-1/4 1 ---------- I---------- 15 I 1 11 1 `----34------I -- -36----� -11-1/4 - i ...- - i�---- i ---11- - +----------- I -T 35-1/21 ---------- 1------ - 11.1/41'----17-�--� I-------- -- I ---- -,� -r------ I N07E• At; aimen,,jIpnt are in ihChps B �•r•n .,. ,n-. ^•nn+ , •� . 4 r ori n 0 4 O tam Mcr Ole w -•s en07 r. AF Cram a wFloolor 58 o azo SQ ()ere coran5o ca gabbb 7tq 266 42-q voice 711 28A L426 F1:1x ari�_i{1si , 13/16' Dia. Hale — PLAN C a a I k. "ewr" ' �r 01 S 275 S. Naneno Ave. ##552-2 We Colton, CA 92324 1-800-443-0481 3 Apr. '96 PAX (909) 872-6439 Capacity Listed and Approved by. Roe Preferred Construction inspections, Ine. LABEL Orauinq: 043CU T3.DWG i R!7A10 UO 7 �n 1 1 /2" —T -- -- 10 CA. WoSmar t 1� • L PLAN "• 3/4" Dig, Optional Batiom Nut As Requited SECTION A—A 11 CA, Minknvn; 1/4(,' ii fl•. 1/4 . �f See Note 1/8 , Below Optional Bottom Nut NOt; Weld length for U & 24 Stenos are ELEVATION fuu length of leg ongle overlap. All others ELEVATION ore dpprox- 1/2 of leg angle overlap. 70P COLLAR CO HI€C"V 0H SCALE: 1/2.4 1• � ��®�® (r.&(P SCAtz: 1/4- s t• SCALL- 1/2• • I' �� j E ` 2 Min. 4• Mai d PLAN Strew Location -- N07E: i,eg may be flattened at end --Lobel Is applied using to facilitate ease o neoprene stamp ar tgbmotlan using an alcohol based indelible ink, ELEVATION LI12 70(MACS 1 0MMON ss!it 1n• • t ................................................................................................................................................................... . ..........................j Manufactured by, Listing C dt R Pier Mfg. ##552-2 275 S. Ranena Ave. Rated 10 Colton, Ca 92324 Capacity 6'-36' 6000 LABEL SCALL No" SCALL- 1/2• • I' �� j E ` 2 Min. 4• Mai d PLAN Strew Location -- N07E: i,eg may be flattened at end --Lobel Is applied using to facilitate ease o neoprene stamp ar tgbmotlan using an alcohol based indelible ink, ELEVATION LI12 70(MACS 1 0MMON ss!it 1n• • t ................................................................................................................................................................... . ..........................j $6 pio2c souom I siujto 9 Orono@ co 92666 711 o66 t421 vote® 714 Q68 (426 FOX Lr��! � U � IJi1l1 V u��-�i�l� L!" L3 Lam• W `�lr=-JLt"" Sten Chassis Stam or wood Girder .,..__.i - (Steel team Shown) 1/4' Dia. Hofs Typ. ' c s �! Baer 4 or aat� 3 Apr. '96 Rqr. crahno; 043Ct1 T4. DWIG 3/4' Ola. I'mmae4 Rod Maximum length Is 5' Ste Mote 2 Sheet 1 O —L 1-1/4' Min Trp. Min, #12 x 1" Min, Self–Tapping Self Drpling screw Into wood of @lost at y10 e 1 Min. f 3/16" Wm. Steel Plate hoof Spew into wood. PerpeCtive View •..J_ "174 –I Not to Seale 3/8' Mo. fte Typ. f Steel chonia peom 1/2">„ Scale: •, i.� i � � vll�J�� Y 3 U':- ^"ROVEV" i _ 9/16" Min Typ, _ 1/4" plo. Threaded Rod - ' MQximum length is 5' 1/T' htm 4 7/8" VAX See Note 2 Sheet I 1 3/4" ,11 CA. Min. 3/5' Dia. Mochine Bolt -� Perspective View Not to Scale 1 4i �� 6%a°T[EC 3uxj °m7 CA C �3 [�L lA1C 'i Scale; 1/2" = �,. O• •, i.� i � � vll�J�� Y 3 U':- ^"ROVEV" i _ 9/16" Min Typ, _ 1/4" plo. Threaded Rod - ' MQximum length is 5' 1/T' htm 4 7/8" VAX See Note 2 Sheet I 1 3/4" ,11 CA. Min. 3/5' Dia. Mochine Bolt -� Perspective View Not to Scale 1 4i �� 6%a°T[EC 3uxj °m7 CA C �3 [�L lA1C 'i Scale; 1/2" = �,. • e � ' n C,O�� 0 •w9�sr�a� r�,a.. ARC, �i fit �a20 �^ 314eeC It PIER • 5 a} 5 �b s uQr� �r�0 y�F �G� W92524 A 275 Colton,- 1-800-443-04811 S. Roncno Ave. CA 92 24 Onto '96 y PAX (900) 872m-44,39— 3 Apr. aron eco g�bbb 9 ,� No. C-8294 ,t 1/51 /-, Ustso and App roved by, Rev - ylq OW 42.4 voice Flan, N .1 Q� �7a ►eferred ConstrVction inspections, Inc. lk+.rlq: 7lq Zed tjob �'ox CAOFC 043CUY5,DWG n 1�oi 1ri1� U �HW U E -F 0 r---% _ 3/8' Dia. Nole Typ. 3/4' Dia. Nilo4e4 Roo ..�., _.' Minimum length 5° ►-�� ' l See Note 1 Sheet + Al ;. UD ; r Seam l �•:'.! i 1 - StSleetChoaaia ski ~ � ``" f 2_1/4' Min. I I i GA. Min. K _3/6' Dia. Machine Bolt y-- #12 x I' Min. Self—Drilling _J Persaective View $alf—Tapping Screw ✓ - • — .�� Not to Scale , 41 ,., rL��ti C�af� C�� oD ["©DECD C�wQNb�L� " sCAi_C 1/21' 3/8' Dia, Mole ryp, 3/4" Die. Threaded pod moltenunl length ;6 $" ! See Note 2 Sheet i ,off i — Steel Chassis Boom -:71 ; i� � �N l • I I /4" Min Yyp. n '' � � � ` ems` I I Q Min. ION I • � � 3/8" Dia. Machine Bolt --.� 1 3/4- ��ti rr i • •' �+''T�1 lI —..-.- fir.. 1 I \ t N-efspective View t" min_ Self -Drilling ►/ seer-TCpping screw Not to ScaleIt GA. ~ 1/41 „ Q SCALE 1 /2 FOR M07 HC�LL D C��IANNIEL 11 VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SETUP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7, 7A, 713&7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System to "fED ! Y `Y s y`+loj'` Release Date 8/13/2001 Engineer Approval 1cz =1► 26070 A, b 2 OF cg 185511 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California Deparbmt of Housing and Community Development OF CODES AND STANDARDS � 17 00/ ( gnature) SPA NO. q9- IF For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 i www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 11 • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. t � 1 Page, 2 California 8/2001 56 i ma Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & II only) rlgUfC L 5 in. lax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with t g, ost recent regulations in your state. NK AN, Page 3 California 8/2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. in areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier.spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the, pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c o� Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6% 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad TS AND Brackets to the recut boards or rap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. �. Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a co California 8/2001 Vector Dynamics Metal Pii For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive he ttach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inche a anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. O 21-0 Page 6 California 8/2001 Vector Dyna ics Foundation Systems ector nam_ res' Component Parts List' Vector System 2000 bcy W+- _,'�, Yom, •�-Y Kit # 59018 Single piece pads with straps x' s and slotted bolts s•� roe: � -� Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 ----------------------------- 7 -------------------------------- •............. ................................... Part #'s included: 59275, 59282, 59276, 83044z & 10999 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Vector System Kit # 59007 Concrete Vector System Kit # 59008 (for single stack blocks) Concrete Vector System Kit # 59006 (for double stack blocks) 9 c j 0 California 8/2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut:-,' PM 59043 Or these products available at your local hardware store to `cea�edl Ssv n y t► 1p�e 1 ea• A o� Zea Zx AOQVGQ�QB A" S�PDX-, Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. 0 Page 7A Califomia 8/2001 Vector Dynamics individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5"x 19.418"x 3" ® Vector Dynamics Tension Link 0 0 Part # 59282 6.25" x 2.52" x 3" 0 4 Vector 2000 Tension Link Part # 59288 � 2.125" x 2.375" x 2.06" O ® Concrete Wedge Anchor Part # 10530 3/8"X 3-1/2" Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® Short U -Bolt w/Nuts & Washers ® Part # 10999 3/8" x 3" (16 Threads Per Inch) Page 713 Califomia 8/2001 Protecto-Strap Part #59276 �® 6.3" x 3.3" x 7/8" Strap Protectors Part # 59232 PVC Adaptor Part # 59281 7.25" x 4/56" x 1.42" Tie Down Marked & Certified G120 Strap w/Swivel Connector j Part # Length 59732 12' 59734 14' ojs 59736 16' 0 Earth Anchors 0 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 V -Drive Head Part #59269 oDrive Rods e ®' 'Part #59113 0 Carriage Bolt w/Nut & Washer Part # 10925 1/2" X 2-1/2" �a Protecto-Strap a Part # 59279 6.3" x 3.9" x 7/8" ® Carriage Bolt w/Nut & Washer Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' MS42 59160 42' MS60 59165 60' MS600 59170 600' Frame Tie w/Hook ` 8 ft. P/N 59195 10 ft. P/N 59210 12 ft. P/N 59211 Longer Lengths Available 0 v` Earth Anchor Stabilizer tR 12" wide r Black Paint: Part #59292 Galvanized: Part #59294 Page 7C California Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) Or Vector Kit ##59006 (for single or double stack blocks) Page 1 of 2. These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galy. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One _ — Wood Cap and wedge Yi v Outside Tension 'u Bracket Vector pad"'7 for concrete 11 f25•;�" .S; y ' Wed :: '. .. _ 1iA,.:h.'.'.:.:si4:na.:.?. •v. ....<.r.... ,.s_., .. .,.w,..r - Bolt Concrete footer Page 8 California 8/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2of2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. . Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete fo er California /2001 ca CD 0 WIND ZONE I Vector Dynamics Systems Required. for Single Section Homes (Materials Required)on e C) WIND ZONE I tv o (not to scale) 3 v 00 0 �2 sq. ft. pad instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0 to 72' 3 2 73 to 90 1 4 1 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires V One Mactor Kit, 2 slotted bolts V 2 ea. 1-1/4 in. lies, length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member tb or 2 ea. 2 x 4 pressure treated wood compression member Ar or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member ¥ or 1 TDE adjustable steel strut 0 tv 0 ,llrlfg► V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacing WIND ZONE I must be consistent with home manufactune Installation Per Side " Instructions ttnd/or state requirements. 0 to 72' Vector Dynamics Systems Required 3 for the Vector System with the steel compression strut Is 3,150 pounds per Single Section Homes g 2, 3, the K2 Engineering test report. Soil Bearing Capacity: I Anchors Required': Difficult Soil Conditions 4 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors ' home s. - - se tof sYstenU.19u1d e%Oes• _ actor o� a 2 a\ sPa Qeo�s aUat\on n`a I EXampshoWs 9eus be to h - _ on - r \\ sttatl a �,` an ' n Paas -01 N < �. . "� �� I� 2K max.tYP• (D ` � `� iaTs'a � f`�gg . , �,+ °'• ""r--- � tt max• o.csYP' ` - 0 tv 0 ,llrlfg► V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ Home Length g NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacing must be consistent with home manufactune Installation Per Side " Instructions ttnd/or state requirements. 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 4 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length g Vector Systems Y Anchors Required system requires Each Vector Kit,i-o2 " " Drive One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts Required Per Side " • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member only) • or 1 TDE adjustable steel strut "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for "V' Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V" Drive Anchor connections. TIE D OWN mruurrtmr. I 00 N O O H -c - Metal Pier Sets ZONE I Vector Dynamics Systems Required 1 I ♦ ` \ for Single Section Homes Up to 72 ft.-" -- 1 ♦♦ \ 1 (Materials Required) _ - c�`0 hoy emsa19\31se de1��es' - - 2 ft Singin9 lot s ackOf l a a1 sP me 9\e 01 s get\ k be to ho ♦ 1 11Wskf alt a sPa�ln9 m - 1 ds n - I ♦ 1 \ \ nda�lon Pa - - - _ - 1 1 \ Fou _ - ♦ ♦34 w— Pk, S. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib, min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 Anchor ano sta Dllizer place currlulnduVn NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN (NGIN((NING o 2 sq. ft. pads Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 WIND ZONE I 3 - --"" u1de1�n \ ;♦;; h° s Vector Dynamics Systems Required _ Y " d - e Se�tto�` am�a 19 ' i ��on r-' '� ' for Double Section Homes _ _ a �2 {< p Ing e�nall ♦ ♦ ; \, _ 10 m"." _ \` (Materials Requiredl -"- EXatn9e .genstbetoh '\♦ I 111us sP dalton and Pads I `\'_ \ �, �F��„„�t, rye _—' ♦ . 1 \ "r7Nh+� I s. �n.`, 1 ♦ \ yam', �ti _ --- °�, � � ` 1 \ ♦ 3'S �' ��' �" �.� Vi'µ �,� e� 4An max•O'Ot �ryp Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per ♦ I {N - ' " Y`' NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. is practicable along the length of the home. Pier spacing must be consistent with home manufact rers' Installation instructions and/or state requirements. o 2 sq. ft. pads Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut 1 n O d N O O 5' WIND ZONE 1 I _ NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector as Is practicabletalong he length oems should be f v the home.A taced as wo foot variance + or - is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut WIND ZONE 1 ,` 1 ` Vector Dynamics Systems Required _-'-""" ���w01 yS;e� for Multi Section Homes , e� s%60a��m9lp>3teUat\On - " - R : Required) " - ,�9t- to o s9 s be s1nw mut - ` (Materials . ` _ _ _ - stret\o� e ` U OIL kzr Soil Classifications: 2, 3,4A, & 4B�{ Soil Bearing Capacity: 1,000 PSF minimum - Anchors Required' FH,,, Length Vector Systems Required Per Side ,, Y , : C...,n.l nlinn CvCfPTC O 4M n O d N O O 5' WIND ZONE 1 I _ NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector as Is practicabletalong he length oems should be f v the home.A taced as wo foot variance + or - is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut to CD Cn WIND ZONE II (Hurricane) 1 Vector Dynamics Systems Required _ 1 y 1 1 ♦, for Single Section Homes _ - - "" - hom ems, �det%neS- I `> (Materials Required} ftsin9\e ,\/eckO� nmaroa190 _ - of a 12 a spar,%me %nska - _ EXampshoNo 9e,,tbe to 1 i 1 tactor c�n9 m _ 1 --- r' tWst and SP t I ♦ � \ t I I ` ♦ \ \ _ _ — r �, 'F j yk%B I� °� Fri !Y � _ 1' �(�ii H i n �� STs � `�'li • n WIND ZONE II ° (not to scale) 3 fy 00 N O 2 sq. ft. pad Home Length T max.tYP. 'NOTE: For single section homes 2 n' Anchors Required Per Side ' M.. with eaves that exceed 6 inches in Zone 2, two additional frame �."y' 4 tie anchors with stabilizer plates ' "�• 49' to 60" (one anchor and one plate per be Installed in additon 5 6 side) must 6 6 to the number of anchors listed 73" to 84' 7 In the chart below. 8 85' to 90' Maximum allowable working drag load 8 9 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ' Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 1 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe ff • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required 'ect\on "°y gma` 9�1de11nes for Double Section Homes _ - - - - �b\e s r vecto n rnan� - (Materials Required) - - - - " " f a �2 fir d pac\ne'tnstallatto EXamP\s ows 98\,Sebe to h° t111usV �os90cln9 a\ton pads and I Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is pre the length of the home. Pier spacing must be consish manufacturers' Instructions and/or state requirements Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TOE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. n N O 2 sq. ft. pad 00 N 0 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Caaacily: 1.000 PSF minimum •Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 1 N ' tp5%%eckof T ems'1 0u1de11nee' ♦ ♦I ` \ 91sPac n90°�ta11a iOn �anue , 6 Vector Foundation Systems I , ` f , r ws I . - sh 9enerbe to bom _ mus ♦ ♦ \ \ 1 ` 1 ton I ♦ ♦ (Illustrand s0861n9 ` ' 7 up to 84' 1 ♦ ♦ `. Peds 4« a 8 1 .♦IN degon 14-�-' o tib v. m 211. w It v ��t \ � ..c � ♦ ` � I �: I ::Y7 :. jt:k .jr±t ♦ NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. n N O 2 sq. ft. pad 00 N 0 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Caaacily: 1.000 PSF minimum Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe om ression member or 1 TOE adjustable c steePslrut •Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe om ression member or 1 TOE adjustable c steePslrut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. c r, Page 18 Califomia 8/2001 {A. k6-ck meyct VCG -Fo u,r CajH 0-n ?I C'r tN tiem, rV�o b i l Hhr'p- D6 -t& She e t ��Ooy- P\a/vn , r 0.r r �� G� Lc n� �Yj tpr►"�"'G-fi o n . I Le vagi on CeX �+ code- rime& 5+-m C*l oy) 1*4�� ,tterLine of Dalry Road PRDP06CCC WeII MOTE: See the attached Residential. Construction Recuiraments North Pages Plot Plan Lloyd Robertson 11576 Dairy Road Chico, CA 95973 343-5172 9 PLANNING DIVISION- BUILDING PLAN APPROVAL Use: t5 K Date: �- Parking: Landscapng; Other• _ �- C�51�-mon F 100d ,uab crn coc�z�