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027-320-003
0 027-320-003 02-22141 A -o' NANCY N40 INALEE _,p NEW MI -I PERM FND NEW SIT 027-320-003 05-2939 COTN, TONY 59 NORA WAY, OROVILLE Cont: OWNER AG BUILDING rJ it d. f� I. 0 027-320-003 02-22141 A -o' NANCY N40 INALEE _,p NEW MI -I PERM FND NEW SIT 027-320-003 05-2939 COTN, TONY 59 NORA WAY, OROVILLE Cont: OWNER AG BUILDING BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.ZONING oz7- 3 Zc� -- ©cam OWNERPHONE ^0 A/ \I N 5-367- 5--3 2 - V,3 V 3 OWNER'S ADDRESS 0 RA LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE 3 5- 3 S�Sx 3 5- SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME ---kZ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR T PE j ESTI MATE_9, COST OF CONSTRUCTION a a� AG B (dings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinanc as folio s: adl_ o �y i P61 ` FRONT SIDES REAR 4� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. X) Date ""01 — 2 5 -67s Signature of Owner Permit Fee -$109.98 Receipt No. gg03/b The above described AG Bui Manager Building Division By �lldiilfi9l?!ti ,��� Date f L" � 7-65 f White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this'document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. , ANTHONY J. COTA AND NANCY L. COTA REAL PROPERTY OWNER/LESSOR 2863 CYPRESS POINT DRIVE MAILING ADDRESS ONTARIO SAN ANTONIO CA ' 2003—��7US427 CITY COUNTY Recorded I REC FEE 13.00 Official Records I CONFORM 1.00 County Of BUTTE I I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathy 11:19AM 28-13ct-2003 I Page 1 of 3 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM 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. , ANTHONY J. COTA AND NANCY L. COTA REAL PROPERTY OWNER/LESSOR 2863 CYPRESS POINT DRIVE MAILING ADDRESS ONTARIO SAN ANTONIO CA 91761 CITY COUNTY STATE ZIP 59 NORA WAY CITY COUNTY STATE ZIP INSTALLATION MAILING ADDRESS, IF DIFFERENT 538-7541 BUI G PgPM.IT NO. TELEPHONE NUMBER PALERMO BUTTE CA 95968 CITY COUNTY STATE _ ZIP SAME 91265 UNIT OWNER (if also property owner, write "SAME") , h 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 02-2141 530 538-7541 BUI G PgPM.IT NO. TELEPHONE NUMBER n .2� V131 IGNATURE OF LOCAL AGEVOFFICIAL ATE IN COUSGAR DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE NO. SKYLINE HOMES INC 2003 WOODFIELD P239 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE - MODEL NAMEINUM13ER 17-70-0260-S-A/B 56'X26' ULI 550626/7 SERIAL NUMBERS) LENGTH X WIDTH ' ' INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 027-320-003 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 13:!4 BI CUELl- T I TL.E -) 1 530 343 849E NO. 626 ORDER NO. BU -181446-3 DESCRTPTION THE. LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARFiM SUBDIVISION", WHICH MAP WAS RECORDED 'IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, 1985, IN BOOK 100 OP MAPS. AT PAGE(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTION RECORDED OCTOBER 24, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND RECORDED MARrH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO, 91-9992. AP#; 027-320-003-000 PARCEL IZ: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER ALL ROADS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, I-PARHAM SUBDIVISION", WHICH ASAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTES, STATE OF CALIFORNIA, ON JUNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGB(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTION RECORDED OCTOBSR 24, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND RECORDED MARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91-9992. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE SOUNDS OF PARCEL I, DESCRIBED HEREIN. EM -C-91, XII: ALL THAT REAL PROPERTY SITUATED IN SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., AND BEING A NON-EXCLUSIVE EASEVENT FOR ROADS AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF =,AND, 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE [NORTHWEST CORNER OF SAID SECTION 23, BEARS SOUTH 87 DEG. 43' 56" WEST, 30.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF SECTION 23, SOUTH 01 DEG. 24' 40" EAST, 967.90 FEET; THENCE SOUTH 44 DEG. 40' 28" EAST, 409.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY RAVING A RADIUS OF 125 ]!BEET; A CONTINUED rj 05,,'29.-'-02 12: 54 F I DWELL TITLE 1 530 .343 8455 WO.806 ?708 Ir ORDER NO. BU -181446-3 DESCRIPTION — CONTINUED PARCEL III — CONTIMODD CENTRAL ANGLE OF 37 DEC. 15' 14" THE ARC LENGTH OF WHICH IS 81.28 FEET; THENCE SOUTH 07 DEG. 25' 14" EAST, 144.20 FEET TO ,THE SOUTHERLY LINE OF THAT CERTAIN PARCEL CONVEYED TO R. J. HLWTER `. DEVELOPMENTS LTD, BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE -104, OFFICIAL" RECORDS, AND THE MM OF SAID LINE. PARCEL IVs ALL THAT REAL PROPERTY SITUATED IN SECTION 14, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., BUTTE COUNTY, CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, ON, OVER AND UNDER THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 14; THENCE �. EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 14, NORTH 87 DEG. 43' 56" EAST, 60.00 FEET; THENCE LEAVING SAID SOUTH LINE NORTH 01 DEG. 36' 04" WEST, 30.00 FEET; THENCE SOUTH 87 DEG. 43' 56" WEST 60.00 FEET TO THE WEST LIVE OF SAID SECTION 14; THENCE SOUTHERLY ALONG SAID WEST LINE SOUTH 01 DEG. 36' 04" EAST, 30.00 FEET TO -THE POINT OF BEGINNING. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CCPD'Y of Document Recorded 28 -Oct -2003 2003-0075427 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ANTHONY J. COTA AND NANCY L. COTA 7 COUNTY CENTER DRIVE REAL PROPERTY OWNER(LESSOR MAILING ADDRESS - 2863 CYPRESS POINT DRIVE OROVILLE BUTTE CA MAILING ADDRESS CITY COUNTY STATE ONTARIO SAN ANTONIO CA 91761 CITY COUNTY STATE ZIP 59 NORA WAY .23 V INSTALLATION MAILING ADDRESS, IF DIFFERENT PATE PALERMO BUTTE CA 95968 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE WOODFIELD P239 -CT MAILING ADDRESS - DATE OF MANUFACTURE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 02-2141 530 538-7541 B G PgRMIT N0. i/ TELEPHONE NUMBER10"(1 c�/ .23 V L—SIGNATURE OF LOCAL AGOFFICIAL PATE COUSIN GAR '9 DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE NO. SKYLINE HOMES INC 2003 WOODFIELD P239 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER 17-70-0260-S-A/B 56'x26' ULI 550626/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 027-320-003 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. 12:E4 BIDWELL T I*TLE 4 1 530 343 8496 NO.60 x30? ORDER NO. SU -181446-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 2' LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARHAM SUBDIVISION„, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTION RECORDED OCTOBER 24, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND RECORDED MARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO, 91-9992. APO; 027-320-003-000 PARCRL II• 4. A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER ALL ROADS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, I-PARHAM SUBDIVISION", WHICH EMAP WAS RECORDED IN THE OFFICE OF THE RECORbER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGB(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTION RECORDED OCTOBER 24, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND RECORDED MARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91-9992. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. EMC-ZL III ALL THAT REAL PROPERTY SITUATED IN SECTION 23, TOWNSHIP .8 NORTH, RANGE 4 EAST, M.D.B. ✓k M., AND BEING A NON-EXCLUSIVE EASEM-ENT FOR ROADS AND PUBLIC UTILITIES PURPOSES oN, OVER AND UNDER A STRIP OF lJMD, 60 FEET IN WIDTH, LYING 30 EGET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 23, BEARS SOUTH 87 DEG. 43' 56" WEST, 30.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THF; WEST LINE Or SECTION 23, SOUTH 01 DEG. 24' 40” EAST, 967.90 FEET; THENCE SOUTH 44 DEG. 40' 28" EAST, 409.87 FEET; THENCE ALONG A TANGEArP CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 125 FEET; A CONTINUED 05. �29, `L1= 12: 54 B I DWELL TITLE -� 1 530 343 5466 DESCRIPTION - CONTIXOED PARCEL lir - CONTimmD t•�0.506 ?J09 ORDER NO. BU -161446-3 CENTRAL ANGLE OF 37 DEG. 15' 14" THE ARC LENGTH OF WHICH IS 81.28 FEET; 77MCE SOUTH 07 DEG. 25' 14" EAST, 144.20 FEET TO .THE SOUTHERLY LINE OF THAT CERTAIN PARCEL CONVEYED TO R. J. HUNTER DEVELOPMENTS LTD, BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE 104, OFFICIAL RECORDS, AND THE END OF SAID LINE. PARCEL M ALL THAT REAL PROPERTY SITUATED IN SECTION 14, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., BUTTE COUNTY, CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, ON, OVER AND UNDER THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 14; THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 14, NORTH 87 DEG. 43' 56" EAST, 60.00 FEET; THENCE LEAVING SAID SOUTH LINE NORT-tC 01 DEG. 36' 04" WEST, 30.00 FEET; THENCE SOUTH 87 DEG. 43' 56" WEST 60.00 FEET TO THE WEST LINE OF SAID SECTION 14; THENCE SOUTHERLY ALONG SAID WEST LINE SOUTH 01 DRG. 36' 04" EAST, 30.00 FEET TO THE POINT OF BEGINNING. 0 ly ai 1 1 a } '�'n. r T♦ �. iJ"' A-VIIF0 I . 9` 1O.UNDA_ TION. SYSTEM'" -.y4 CERTIFICATE OF, OCCUPANCY, t{�iJ s. BUILDING PERMIT NUMBER: 02-2141 Address or location of unit: 59 NORA WAY PALERMO CA 95968 Legal Description of Real Property: AP # 027-320-003 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: ANTHONY J. COTA AND NANCY L. COTA Owner's address: 2863 CYPRESS POINT DRIVE, ONTARIO CA 91761 INSIGNIA OR HUD NUMBER: ULI 550626/7 SERIAL NUMBER OR V.I.N.: 17-70-0260-S-A/B MANUFACTURER'S NAME: SKYLINE HOMES INC. YEAR:2003 OFFICIAL APPROVING INSTALLATION: DATE: J/ PHONE: (530) 538-7541 H.C.D. 513C 09/30/2003 06:18 5303429174 CHICO BLDG SYSTEMS PAGE 02 :: .:.. bTAT1s'WCALIFORNW NU ' �aUti0c BUSINESS, TRANBPORTATIDHAND uNITy. G ELOP.M :..; �. (�.�r DEPARTMENT OF HOU91NFa, NP.COMMUNI7Y QEVELOP.MENT 4JJ L •"•'OIVISION OF Cd' EA AIM STANDARDS MANUFACTURED••. HO.VSINO' PROGRAM MANUFA.GTURrv,-.R. CE.RT1FiCATE ®F• ORIGIN ❑ CHECK IF THIS 19 A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MA AC OR tTl- NIT NUF TUR OUMING NUMBER OF 2 TRANSPORTABLE SECTIONS SFO (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING 99MM RCIA COACH: OCCUPANCY GROUP MANUFACTURER LICENSE NUMBER: MANUFACTURER NAME: 90002 SKYLINE HOMES INC SUGGESTED RETAIL PRICE: MANUFACTURER ADDRESS: 1720 EAST BEAVER STREET WOODLAND CA 95776x" Zi $'72,423.75• Street CI Sure MOOEI NAME AND/OR NUMBER: DATE OF MANUFACTURE: M,gNUFgCTURER TRADE NAME: 9/23/2003 WOODFIELD P239—CT NAME OF DEALER OR TRANSFER (OWNERSHIP TRANSFERRED TO): SFEREE DES ENATION: pgTf-OF TRANSFER: SKYCREST ENTERPRISES/ OUS.IN� GARY'S HOMES E.TRZAPN' 91265 9/24/2003 DEALER OR TRANSFEREE ADDRESS: 13468 HWY 99 %ICO CA St9�9-73 zl s11-1 INVENTORY CREDITOR NAME: TEXTRON FINANCIAL CORP INVENTORY CREDM ADDRESS: BONHOMME SUITE 600 $�I LOUIS MO State 63105 'Zi ' s7711 SECTION MANUFACTURER SERIAL NUMBER to HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT INCHES INCHES POUNDS i 17-70-0260—S—B ULI 550626 672 156 22,765 2 17-70-0260—S—A ULI 550627 •672 156 24,045 TRANSPORTER HAMS; D & R TRANSPORT TRANSPORTER ADDRESS: P.O. BOX 179 DURHAM CA 95938 $treat G1 Slab f7lol DESTINATION FOR UNIT DESCRIBED ABOVE: COUSIN CARY'S-HOMES 11465 HWY 99 Cit CHICO CAg' Ist,) NAME Guam to I under ponally d perjury unser the lwa of W. Stotaof California that Ins 60ove rycp we tn+e and amreot. E On 9/24/2003 at WOODLAND YOLO CA (Date) '( (Cilyl (County) (Burne).. SIGNATURE OF AUTHORIZED AGENT:yyy a®mac. ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE 19 NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1820, SACRAMENTO. CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY Z (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RIETAINED BY THE MANUFACTURER. HCD 409.0. Side 1 - (7107) CIFOR IA DEPARTMENT OF HOUSINGFAND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF'FACTS Thi -s unit is.'.a: Mobilehome El Commercial Coach Floating Home Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) _46 71/4 el I/We, the undersigned, hereby state that the unit described above: M6L,y b P)a'1ce_d on a-, pei-r-nanP_v\,+ F0. (A fio� Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State .of..California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on .: % at L1`11 C'0 0 a (City) (State) Signature of each affiant Printed name of each affiant / je 140 ry-) e -S Add City HCD 476.6 (Rev 11/86) State 05-.129,102 12:54 BIDWELL T11LE 4 1 530 343 8496 RECORDING UQUggTRD BY MID VALLEY TITLE di: ESCRow Co. AND WHEN RBCORDBA MAIL TO: ANTHONY 1. COTA NANCY L. COTA 2863 CYPRESS POINT,DRIVE ONTARIO, CA 91761 ORO•C A.P.N.: Ho. 606 ?006 111141 i1 H111 iii 1111111 it11 is 20040—QD4Da4943® Roccrded I hEC FEE 132f8 Official Records I TAY Cognty. EUf l CAkecordeRUBBS j �t?SfIiARY DICI(aN Assistant ! Vickie 09:08PA 61=Rug-E*w I Page 1 of 3 Older NO.: 181-3-MAMcs Above Thij Line loot Rmoraer•i Use 0* Escrow No.: 181 1A GRANT DEED. 7'X U1VD8ttSI ed o W value DECt.tlftl~(sj T)iAT DOCUMENTARY TRANSPBR TAX LS: COUNTY 35.20 X) computt d oo full value of property conveyrd, or COTputed on full value less vaallue of liens or eacumbranretaWning at cey tune of sale, uniftcotporated area; I ) City of_, aad FOR A VALUABLE CONSIDERATION. Receipt of which is hereby acknowledgzd, VOLKER LADENDORF and EILERN LADENDORF, husband and wife hereby GPANT(S) to ANTHONY J. COTA and NANCY L. COTA, ttuaoand and wipe as Joint ' amats rhe following described property in the unincorporated area of the, County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION ��vrW VOLKER ADENDORF Documcat Date: Duly 25. 1Ot?0 STATE OF CAUPORMA COUNTY OFButte AS On !iii] ,IP, �� •� 1► // persona!t r tppeared o.1kLr den os and Eile47 artier. Notar Public or per6onal)Y Ynown to me (or Proved to me on the basil of eatielhctor/ evldence) 0 be the person(t) whore narne(U islAre subteribed ro the wlmU trutrYMenr and scknowtedaad to me slut 4dtaa/ibey e=Wtd the tante Itr his/her -fact Authorized q the Intttu"i'd the petton(s) or the eatlty upon behalf of which the pernon(a) ectw, exeeumd be kurumat(ia, and dial by hts/hrr/their s;gnamm(s) on W'rrNW my haat and ofYlcW sial. Signature 'r--- �� Crt�r This ares for official noanat Beal. C. Comm. $1228706 tda CKI ft" Book Bu"a Cft*' t:o9lotNn My Comm. Ev, JULY 11, 2003 Meth Tax StataMats to: SAME A5 ABOVE or Address Noted Below 12: E4 BI DWELL TITLE -> 1 533 343 8496 DESCRIPTION NO. 606 =170? ORDER NO. BU -181446-3 THE LAND REFERRED TO HEREIN IS SITUATED IN TME STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PAPim SUBDIVISION", WHICH MAP WAS RECORDED 'IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTION RECORDED OCTOBER 24, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND RECORDED MARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL N0, 91-9992. APO; 027-320-003-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER ALL ROADS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, 11PARHAM SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGB(S) 31, 32, 33, 34 AND 3S. CERTIFICATE OF CORRECTION RECORDED OCTOBER 24, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL N0. 86-37964 AND RECORDED MARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL N0. 91-9992. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS Op PARCEL I, DESCRIBED HEREIN. PARCEL III: ALL THAT REAL PROPERTY SITUATED IN SECTION 23, TOWNSHIP :s NORTH, RAIr'GE 4 EAST, M.D.B. & M., AND BEING A NON-EXCLUSIVE EASEMENT FOR ROADS AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF =AND, 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 23, BEARS SOUTH 87 DEG. 43' 56" WEST, 30.00 FEET; TIONCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF SECTION 23, SOUTH 01 DEG. 24' 40" EAST, 967.90 FEET; THENCE SOUTH 44 DEG. 40' 28" EAST, 409.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 125 FEET; A CONTINUED 05W'29/02. 5,29.'02 12:54 E I DWELL TITLE 1 530 343 8455 plp 806 P�9B ORDER N0, BU-281446-3 DESCRIPTION — CONTXKM PARCEL III — CONTINUED • CENTRAL ANGLE OF 37 DEG. 15' 14" THE ARC LENG711 OF WHICH IS 81.28 FEET; THENCE SOUTH 07 DEG. 25' 14" EAST, 144.20 FEET TO ,THE SOUTHERLY LINE OF THAT CERTAIN PARCEL CONVEYED TO R. J. hl=ER DEVELOPMENTS LTD, BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE 104, OFFICIAL RECORDS, AND THE END OF SAID LINE, PARCEL, IV c ALL THAT REAL PROPERTY SITUATED IN,SECTION 14, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., BUTTE COUNTY, CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, ON, OVER AND UNDER THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 14; THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 14, NORTH 87 DEG. 43' 56" EAST, 60.00 FEET; THENCI LEAVING SAID SOUTH LINE NORTH Ol DEG. 36' 04" WEST, 30.00 FEET; THENCE SOUTH 87 DEG. 43' 56" WEST 60.00 FEET TO THE WEST LINE OF SAID SECTION 14; THENCE SOUTHERLX ALONG SAID WEST LINE SOUTH 01 DEG. 36' 04" EAST, 30.00 FEET TO THE POINT OF BEGINNING. ....... ....... NOTES RESIDENTIAL 027-320-003 02-2141 PERMIT NO. _ COTA, TONY & NANCY NORA WAY, PALERMO CONT: SKYCREST ENTERPRISES NEW MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE 4 kl: CORDED UNTIL ONE OF THE FOLLOWING HAS :BEfiN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). i (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). yNSPECTOR TO VERIFY SERIAL & LABEL #'S. -7 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS _ t SUB -STANDARD HOUSING LETTER ' OFFICE COPY Address r' GAS I Meter By pa ELECTR C /�}'- Meter By Date JOB FINALED (Date) i Signature J=OK 0 = Not OK . = NotReadyable Ggain Test -Demand- Ive MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements 8. 2. Soils; Special MH Support Sketch 2. Footings; Size -Spacing -Marriage Line 3. Sew r; Location -Test -Fall -C/O -Concrete lT`i�{jam Z ' 5. ater; Location-TeoLeserment Needed (Sketch) E city; Location-Clearances-Grnd-/ /Amp -Concrete 5. Drain; MH Test -Fall -Flex Connector Gas; Location -Test-Wrap-,-/ /" L `ft. -/ /' Nat. or /" L LPG 6. Water; MH Test -Regulator -Connector 7. Well Clearance & Disconnect Carports; Windows -Doors 8. Utilitv Clearance Line v - 4. Ggain Test -Demand- Ive Date /Z y/ _Card B-1 46= Date Card B-1 Dat-' Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements cjpExits 2. Footings; Size -Spacing -Marriage Line 10. 3. Gas; MH Test -Demand -Valve -Connector 11. 4. Electricity; MH Test -Crossovers -Breakers -Clearances Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Carports; Windows -Doors 8. Gas and Electricity Tagged 7. 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 11. Cert. of Occupancy 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT'END SYSTEM (ONLY) Line v - 4. Ggain Test -Demand- Ive MISCELLANEOUS ectricity; M 6. Water; MH Test 7. Water a Sewer Connected 8. and Electricity Tagged cjpExits 10. License Decals 11. V i 's with Office Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing Date 'CaTd Date Card B-1 Date Card B-1 Date Card B-1 6c�`�l [✓� �oL.s j 56../4r Di� �.� l c.c_ ky (ALI,- sr bb _'_V2 17" 76-6Z,66 5-64 i MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings f 12. Braced Wall Panels I 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 i 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not - =Not AAppplicable . = Not Ready Card B-1 Date Card B-1 RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s PLUMBING (Permit) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 19. D.W.V.; Test Fittings & Anchor -Nail Protection 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 22. Gas Pipe; Sixe & Anchors 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped 24. Fixture & Transformer Clearance -Ins. Protection 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 27. Romex Installed Close to Edge of Studs & C.J. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 35. Smoke Detector 16. Insulation (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 NoMalks 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: e� COUNTY OF BUTTE BUILDING DIVISION r+ DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 .t CORRECTION NOTICE T 21 (/A OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. e . � ., e- i • COUNTY OF BUTTE r"A BUILDING DIVISIO DEPARTMENT OF DEVELOPMENT`SERVICES 411 Main Street • Chico, CA,,6 (530) 891-2751 ,� r' 7 County Center Drive • 6roville, G • (530) 538-7541 CORRECTION NOTICE C0 --T OWNER .. `; PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and sE�uldtbe corrected. Please notice this office when'correction'of work is completedjlf you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I REV 10/92 ` V O COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541 VO4? OTro* (Rev.12/96) APPLICATION AND PERMIT LL// ASSESSOR PARCEL NUMBER 027-320-003 ZONING A-5 BUILDING PERMIT aER a Tony & Nancy TELEPHONE - SO. FT. OCC. BUILDING VALUATION 1620 R 87 480.00 OWNERS MAILING ADDRESS 2863 Cypress Point Drive Ontario CA 91761 CONTRACTOR'S NAME Skycrest Enterprises TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 13468 jLwy 99E Chico CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MA,UNG ADDRESS Total Valuation $ 97 -AR -00 ARCHITECT OR ENGINEER `` LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS \ Plan . Checkin Fee $ 23-00 BUILDING ADDRESS Nora Way Palermo CA Energy Plan Checking Fee $ $ PERMIT FEE $1-35-79 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ER Other SPECIFY Solar or heat pump water heater 23.00 L Water piping 15.001 5 -no Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udli6es ❑ Installation ❑ Other ❑ Describe Work: tj-tew jH on Perm Fnd/NPw Cl t -P Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.00 15 Mobile Home I S I G I W 920.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 800V ORLE Main Service .A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter ` 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isin fUl .fo ce and effect. , _ /� License Class �. Lic. No. (�[ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c m nsation in nce carrier and policy number are: Carrier 4 Policy Number (The above sections need nof 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 comply with th a provisions. X Date Si at of Applicant - ❑ Ow r ❑ Contractor ❑ Agemi A HA permit is required for excavatio s over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNICi OCCUP. OR ADDNS. ( 8 ACC. S. SG 3.50FT. NEW CONST. MULTI.OUTLET NO.Ra,D. 97.50 POWER APPARATUS ITN.OunET CIS. EX. Occup. OUTLET OR FIXTURES BAL @ 1.00 .50 FIXED APPUJS. OR Ex. Occup. oLmETs RES,D. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE T L FEE $ S-.75 HAZ. D. FE IMP -r C F P - ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Dat M/260 D� ©S Defe Receipt No. r Q �g "s WHITE-D.D.S.-B.D. CANARY-ASSESPR PINK -INSPECTOR OLDENROD-AP L CANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.,2/9ti) APPLICATION AND PERMIT �- ��.E(" P ASSESSORPAACELNUMMA _ ^ /q l p—.(/U 20"10A-5 BUILDING PERMIT OWNER hv SO. FT. OCC. BUILDING VALUATION owNEns . AD � C t e [� 7 COMMLTOfVfj vcb Y es CONTRACT S NO ADDRESS �T�4 coNsnwcnoN u:NOEA LENDERS ►WUNG ADDRESS ARCWTECT OR ENOINEEA UCEHSE NO. ARCWTECT OR ENOINMS MAUNO ADDRESS DUILDWG ADDRESS LOT NO SUeDNE.10N5 NAME 1 USEOFSTRUCTURE J5, OS A- tr SFO Duplex O Mobilehome H Other GPECWV TYPE OF WORK New ❑ Addition O Remodel O Utilities ❑ installation ❑ Other ❑ 3qzE 1 -�-- I I Total Valuation Is rmn vee S 20.0C Permit Fee 1 Filing Fee 20.00 9_2,1S Plan Checking Fee b v ' Energy Plan Checking Fee b NEW ONS. OR DWELUNO OCCUP. a ACC. eLDs. b NON•RFSIO. PERMIT FEE t S PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or hent pump water heater 23.00 Water piping 15.00 S un Each gas water heater or vent 15.00 Gas piping stem t - 5 outlets 15.00 Buildingsewer 1—$920.000.00 15.00 ' Mobile Home I SGW I Ex. Occup. ( ovnET OR FmmAES i I I e1O O I.?! VA. V66U ovru-n mti. EA PERMIT FEE I S �c ELECTRICAL PERMIT 1 Filing Fee 20.00 Main Service 20" OR LESSLESS 23.00 Mein Service iow To i000A 46.00 NEW ONS. OR DWELUNO OCCUP. a ACC. eLDs. SO I 3.5cST. NON•RFSIO. MULTEDUELO BRANCH CIRCUM I1 97.50 I Ex. Occup. ( ovnET OR FmmAES i I I e1O O I.?! VA. V66U ovru-n mti. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE b -MECHANICAL PERMIT Fling Fee 1 20.00 mood 1 6.50 1 Ventilation PERMIT FEE ! Mobile Home Installation Fee b Energy Inspection Fee b ocC I CONST. TYPE I_ / AL FEE $ NA2. This permit Is hereby Issued under the applicable proVions Of the Butte County Code end/or Resolutions to do work Indicated above for which fees have been paid. By PERMIT EXPIRES ON Date i .y '+i`j,:IV 'Y+r 1,el JF4;Z .`111 f ,*,t,?V-ila wr , {r,L V COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER �� ✓ `� "�� Proposed Building Use: Counter Technician: /Date: Oy Items required in order to apply for a permit. All bo ST bC hecked OR marl e�C NA in order to apply. m � U 1. 'Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. —P 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. Manufactured homes Data sheets and installation instructions, °) Marriage line information, T Floor Plan, - Tie down or foundation plans, all in-ftalicate. ❑ 7. Metal bui m_gs: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will.t,e indexed and returned to the plan review line-up when required items are received. Date Received By �( 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ /� ,9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings...........'.............................................. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other. .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ' e14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15,,. -Statement of Intent for Non -heated and A/C Buildings ............................................. c ❑ Sanitation and plot plan approval from the Environmental Health D*rtment. City of Chico Plumbing permit ............................................... 18. California Department of Forestry plan approval O'paid. Sent by:Z❑ 19. Planning approval for (A) Use: O )C (B)Parking: (Cck: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. (,NI'2�t. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). �' ❑ 2``2. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 225.. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... VLetter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... qj1. yj 02 ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits............ A...........................r.. ❑ 30.,-t Grant Deed, -"'H. Title/Statement of Facts, e er from Legal Owner, eck to H.C.D. $ ❑ 31�ther: When issued Telephone and hold for pickup. r I have been informed of the above items and requirements for obtaining a building permit. Applicant:/ Date: 1. Index p rm' pplication 4ad i mbe Plan Check Letter Vontract I items required designer, ownere o e ` a y phone, ❑ mail, ❑ counter, by Date: 8,designer, ownero t e abo a da by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: 96 Date: Plans approved by: &13, Date: / 2 bZZ Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division, ^° t'j.,, E.H. USE ONLY * Plot Plan Attached Floor Plan Attached PI Sent to B.D. tS✓ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _ c2-7- 3 a - E)3 Owner Lo ation AP# Plan Approved for* Sewage Disposal �� Water Supply: Public Private Well � Clearance for( �Pw w1ling. g Other r Hold final for: $ Final clearance O.K. for: NOTE: 1 / /V(�✓ LU Environmental H Ith Specialist Date 8/96 OWNER 2 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ILDING USE P e +'' SCHEDULE OF FEES DUE 7t LDING PERMIT FEES lanceDue ........................................................ $ ' --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ -- vised Plan Checking Fee......................\......:j.`...$$ CHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) f, Residential .:.................................. x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 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 3 A.P. # ?� DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking press. APPLICANT DATE �— Pursuant to Go ernment 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) SITE PLAN REVIEW APPLICATION Date: 8 - 8 - O `Z AP# Q oo Permit Number (if applicable) (�' `Z " 2 L4 l APPLICANT INFORMATION Parcel Size: 5 �— Owners Name: Co -T -A , _rO310 `/ � ►�3fl 1J Ly Owners Address: S icy cr�gr Telephone No.: Gi D - al y 2- bb IS 312— 21=q Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1. of 5 t ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See at cti �d) • Flood Zone: • Flood Panel No.: ) O2S 15 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 E]Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front L SaL4—/L- Side Side Q Side Street Rear 5 30 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .i r Applicable Development Fees: Standard Fees ❑ 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) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access. Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ 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 IN Subdivision Map/Parcel Map: f A 2H -R 4-^ S V Map Date of Recording: 6 -7- is S Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: 3's Date of Approval: ❑ 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 r4quirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4 of 5 Summary of Specific Requirements: 0 3 9 This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 J BUTTE*COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) �` I �r School District t Ju I e— I `Q �vj ti . Building Department No. ' yI A.P. Number r LQ tJurisdiction: City ©County Property Owner Property Location/Address Subdivision / Lot No. f ................................................................................................................; V Residential Development �fti Sq.Footage No of Living Mobil�Home Ad% 'Supplemental to (Group R) Units Installation inversion Permit # i '(No foundation inspection): ............................................................................................... Commercial/Industrial jA� J r(Floor Plans reviewed District Pi f rw District Identscation No. i j ,� .S �' School District certifies that (Street Address) i Sq. Footage Date (Applicant) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing Po --10 School Paid by Check.# tative square feet. (Including Exterior Roofed Areas) d— U a by payment of $ AB 2926 $ FULL MITIGATION $ Date Remarks, i { l 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 660201a),fiwithin 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ryryryry ' �. t AND WHEN RECORDED MAIL TO: BU'T'TE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-01044758 Recorded Official Records CountyBUTTEOf CANDACE J. 6RUBBS Recorder ROSEMARY DICKSON Assistant 01:28PM 28 -Aug -2002 REC FEE 10.00 COPIES 1.50 Myles Page i 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: Date — / — C) 2— PROPERTY OWNERS: State of California ) County of�racvwJ On .2oo Z before me, vod' f/ �os�•Gl'eL` ,%�a-q Qr`�' personally appeared fA,414on� Snsepk U -V,- a.d. Lee— known to -me (or ee.known-to-me(or proved to me on the basis of satisfactory evidence) to belthe person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that W/stye/they executed the same in his/1Ter/their authorized capacity(ies), and that by hiss r/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h nd and official seal. Signature Seal: LIVNOTAFlY OCHITL SANCHEZ � EA COMM. #1330949 it /f� % _- PUBUC • CAUFORNIA A.P.rwn / �� �� �� SAN BERNARDINO GO y Comm.En*a a `j^ H• DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATEOF CALIFORNIA, COUNTY OF BUTTR, AND IS DESCRIBED AS FOLLOWS: PARCEL I• ` LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, « PARHAM SUBDIVISON `°, WHICH MAP WASRECORDED IN THE OFFICE OF THE RECORDER OF THE .COUNTY OF, BUTTE `STATE OF CALIFORNIA, ON F JUNE 7,1985, IN BOOK 100 'OF MAPS, AT PAGE (S) 31, 32, 33, 34 AND 35. t. Y•� AP # 027-320-003-000 s� k, 3a.04ZA LIR, I a ILi I i l l!012- 1 M 1 i 'P, 1 -_J-► -- -;.- ! --!- - - �� ,, _ ►__j L AfTI-O'" E d ....[.__ j I ., SII 1 � :>2� k Aa cr: lnlwemeno cb-F L AP*V�D ty 4 I Iagnalure I I F, I F, c o I Irn 6 1p ;rn C) rr ol z IF FD_ a.j 133 F, Ty. L7c rn O C ix i i•. H[TCH . 31 T V%"M DEPARTMEN" �30%ED Z 0 o z NOD"o 3r1VdIfti--GS 3tJ?1L:iS Pier Footings Sizes and Location SINGLE WIDE Line 1 Line 1 Line 2 tUne 2 ... Line 2 Main .Beams Line 2 .................................................. Line 0Its ''9j(?JrriC+rt9U��(,+(, .•',' r rr. �i flt.'Line3 �i ..................... Line 2 ' ................... Main Beami, },- ...+ ..... i 1 i ...................... Imo 2 . Line 1 ` ............................................. Line 5 Tag or Triple...... Line a Line 1 Line 1 Piers: Line 1 Openings: Size minimum: -- _. .x - Size minimum: _ _ Spacing maximum: Each side of openings r From'ends-maximum: ' ' " i' ' ' +; -'with width over: I-. , - (12] x [24] t4r4,.On.-,r Line 2 Piers:. _ _ _ " r -;lrfsl ,Lind 4jPiefsirj() t ,r+ Zvpq ' . Size minimum: [24 x [241 Size minimum: I 1x[ Spacing maximum: 6' Spacmgmaximum:, From ends -maximum: 2' 0"1 From ends -maximum: Line 3 Roof Loads: - -�— - - Size minimum: Location (from rear): 3 Sl'%({Sl('i:.VdC%� Am I?,Iif 1: Sity,l e:iii { -Ii (iir' 'rd,4fvIq-) i!i-f Line 5 RooftT:oads: _ ___ _ _ - _-- -- _ -_ _ _ _ _ .__ _ ._ Size Location (from rear): OVER BUILDING DEPAFiTMEN' APPROVED 4 . Is the site currently under permit? Yes [ ] No [ X ] Permit No. S . Is the site an existing site: Yes [ J No [ x ] (If yes, furnish two plot plans). 6 . What is the electrical rating of the mobilehome? 100 Amperes. 7 . What is the mobilehome site circuit breaker rating? 100 Amperes. 8 . What is the electrical rating of the mobilehome site? 200 Amperes. 9 . Is the main service remote from the mobilehome site? Yes [ ] No [X] If it is, what is the rating? Amperes. 10 . Is there any other electric load to be served by the mobi)ehome site electric service (i.e. well, garage, etc.)? Yes No X If yes, please identify the load and size: a) The mobilehome site: Load - Amperes - b) The main service: Load - Amperes - 11 . Type of gas service at mobilehome site: Natural [ ] Propane [ X ] None [ ] 12 . Size of gas pipe at the mobilehome site from the meter or tank: 3/4 inches. 13 . What is the gas pipe length from the meter or tank to the mobilehome? 30 14. What is the mobilehome gas demand? BTU.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feeton propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION BEDROOM No. 3 '12' Q 2 -Serie' s 1 ® L 0-0 DINING KrrCN ROOM '12' ' 7i r a 0. PANIA -- - - - - - - 000A CATHE(AAL TWJI.OUJ BONUS ROOM 12' WING ROOM Lal 11 on W.N. 2BATHS - CATHEDRAL THRU7OLIT (1,620 MR.) . . .. ...... D -APPROVED EN 12'ty ,afth _N10 OPTION DEN Y6ur local Lexington® dealer is:, OVAL TUB OPT. w1cow VCTOR DYNAMICS FOUNDATION"SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V DRIVE - _PARTS.LIST, CONCRETE INSTALLATION SCHEMATICS PAGE 'NUMBER 2 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 BUl'fE COUI!1iY . BUILDING DEPARTME APPROVED Release Date 8/13/2001 IEngineer Approval -] Lt. v. 25070 �qlF CF rC�L1"tc% HEALTH Aae Ba�0�o 18551 SUBJECT TO CCRR-EC TIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIJ.:S State of California Departant of Housing and Community Development DM F CODES AND MARDS By f�'y� No. —_ % / – / � Plan Approval Expires `7 n For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-3440000 FAX 404-349-0401 www.bedown.com f f, .L Icy. ` • ! 'rs lie 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 appy to both single and mufti 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 II • 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. Page 2 California /2001 561 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 riyure -- 5 in. iax. 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 the most recent regulations in your state.• Page 3 California /2001 _-I"- 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 requir*ements 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 rrlinimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 California N001 �y_ Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS snort - Clear all loose vegetation from the immediate u b e u�On upon ` area where your Vector foundation pads will \ rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. rt. 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. �4— ' 2 square foot i pad placement i or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap 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 2 & 3 only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement. Page 5 Califomia 001 s - 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. U 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 California /2001 Vector Dynamics Metal Pier Installation 0 For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 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 be 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 — _ _JA--� 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 head. Attach 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 inches the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 Califomia K2001 Vector D ,�/ nart�iCS �r .Foundation Systems e�or � T,. °narrnics, Component Parts List nr. ,Y ytt*e �� 00 Part #'s included: 59310, 59288, 59135, 10925, 59279, 83O44z, 59232 & 59732 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts e ° ° s Vector System s _ Kit # 59007 0 Part #'s included: 59275, 59282, 59276, 83044z & 10999 It' ® o It, � � Concrete Vector System ij Kit # 59008 (for single stack blocks) ®o ° ®o 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83O44z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) California 2001 Vector Dynamics Foundation Systems Component Parts List too �!? 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 a of 1 ea a x 4 lQ�e I Zea•ZX ROQVGQ�Qe • Screa0e. n R Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System 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. Page 7A California /2001 Vector Dynamics Individual Component Parts Detail _ - - Vector Dynamics Single Block Pad Part # 59275 1 Sq. R. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" ®0 0 0 � 0 � 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 :.t�.;, Slotted Bolt Part # 59282 '`"' Part # 59135 6.25" x 2.52" x 3" �a 3" x 5/8" Vector 2000 Tension link Long U -Bolt w/Nuts & Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® 2 Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Protecto-Strap a Part #59276 6.3" x 3.3"'x 7/8" Strap Protectors Part # 59232 PVC Adaptor Part # 59281 7.25" x 4/5§" x 1.42" Tie Down Marked & Certified G120 Strap w/Swivel Connector Part # Length 59732 12' p 59734 14' o- 59736 16' 0 Earth Anchors 0 30" x 3/4" with 24" helix Black Paint: Part #59095 Galvanized: Part #59079 V Drive Head Part #59269 'm Drive Rods e . e ® Part #59113 e Carriage Bolt w/Nut & Washer O® Part # 10925 1/2" X 2-1/2" oa Protecto•Strap 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 0 Longer Lengths Available 1 •+ , .�h _ .... . �. fir,. '� _ f '� "� � " Earth Anchor Stabilizer 12" wide • N Black Paint: Part #59292 Galvanized: Part #59294 1 •+ , .�h _ .... . �. fir,. '� _ f '� "� � " Vector Dynamics System for Concrete_ Applications Instructions for Vector Kit #5_9608 (for single stack blocks) Or Vector Kit #59006 (for single or double stack blocks) Page 1 ,of 2 N '� ; riomics: 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 rj�tlst 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 (gale. 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 Vector pa for concrete Concrete footer 'Page! 8 Wood Cap and wedge Outside Tension Bracket Wedge c . /2001 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 2 of 2 nor2i.'cs. 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 i§.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. Tum slotted bolt until straps are tight using at.least five turns on the slotted bolts. Illustration Two Vector pad a ee 0, Vk l ` for 6.:. - concrete `a Inside Tie Bracket Compression boards i 1` U -bolt page 9 Concrete f c California 6/2001 i '0 I WIND ZONE I Vector q Dynamics Systems Required ` y V ` for Single Section Homes (Materials Required) n ,stern glnCJ\e (OCve Hat °n manual Of 2 2 a\ 5\3 me Inst " EX2mP1ho`N5 9ensc be to ho 1\lustcatna SPacin9 m� r ' ' �' toy P d5 a utldat a - 2 tt. max HP. . cn1 WIND ZONE 1 o (not to scale), 3 Per Side ' 0 to 72' It 3 2 73 to 90 4 3 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required': r must ue consistent wan home manufacturers' installation instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. 1,000 PSF minimum 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 Anchors Required Required Per Side ' 0 to 72' It 3 2 73 to 90 4 3 Each Vector FoundationSystem requires V One \bctor Kit, 2 slotted bolts V 2 ea. 1-114 In. ties, length will vary with pler height (4725 Ib. min. break). V 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member 1. ' Anchor and stabilizer plate combination pipe compression memberal SCH 40. PVC i ¥ or 1 TDE adjustable steel strut t., .1 , .< r V -Drive anchors are used only in WIND ZONE I (not to scale) a .1 't �4 ft. maX• o.c•tYP' Anchors Required NOTE: Vector Systems should be spaced as evenly as WIND ZONE I Is practicable along the length of the home. Pier spadllg Per Side ' must be consistent with home mamifacttrers• instaUtiort 0 t0 72' Vector Dynamics Systems Required 3 Maximum allowable working drag load . 1 Single Section Homes compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: Difficult Soil Conditions Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs, min. breaking strength. - -' tion ho stems uidelines. g a 2 ; Specie jot elation manual I - 1 ' 1 ' f 'nom - EXamPsho s genets ens be to 1 lilustfatio spacing mu ' ads a �oond0o 'a Ki 2 n• max, %19 CD r V -Drive anchors are used only in WIND ZONE I (not to scale) a .1 't �4 ft. maX• o.c•tYP' Anchors Required NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spadllg Per Side ' must be consistent with home mamifacttrers• instaUtiort 0 t0 72' instructions and/or state requirements. 3 Maximum allowable working drag load . for the Vector System with the steel • 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 - center com re I 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 1-1/4" frame ties w/4725 lbs, min. breaking strength. "Home Length Vector Systems Anchors Required uiivu nncn Ors Eaeh Vector Foundation System requires Required Per Side ' • One Vector Kit, 2'V• Drive Anchors, 4 slotted bolls 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 t0 72' 3 3 • 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 - center com re I 73- t0 90 4 4 p ss on member only) W1 �� 1 TOE adjustable steel strut V' Drive Anchor, Part Numbcr 59269 2 ea, 2x4 pressure treated wood for V" Drive Anchor connection. sq, ft. pad Note: PVC pipe cannot be substituted for wood on the 'V- Drive Anchor connections. Metal Pier Sets ZONE I Vector Dynamics Systems Required I 1 , for Single Section Homes Up to 72 ft. (Materials Required) "- - - 1e seck*%0fN r s s a�ma1 guidelines - " pf a 72 �a1 spa rnge°ns allav%on m _ _ 1 e) a'a Inows 9esk be to horn _ 1 at1 d 1n9 MU 111ustr an span ♦ ` ♦ ♦ ; \\\ oundation pads ♦ ♦ , _ - ' 2 ft max. W9.CD . 34 may - 4 Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 n� : ZONE I A o r t �. .'� 00 �2 . sq. ft. padr A. 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 Hncnor ano staoiilzer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. WIND ZONE I _ e ;a Vector Dynamics Systems Required -''' .Sect;on sme Ua19u,dePes - fofi* Double Section Homes - _ - ' 1e of a �� taa pab\ me°t S a\� kion (Materials Required - amp WS g be _ e e �0 %)o Me on 1no m sk Maas a,�d spacm9 - u - I I ♦ 1 � _v' ,r. to � ` I —' _ ♦ � r 1 1, - - ♦ ♦ � ' r ,iv" _ � v,. _ � ♦ "h. •; �; � .7e7 � r ;�� _ t `� it I ` ♦ ' ♦ ♦ � t• _ _ :. A Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. \2 sq. ft. pad/ Soil Classifications: Soil Bearing Capacity: Anchors Required: must be consistent with Komi manufacturers' Initallallon instructions and/or state requinements. 2, 3, 4A, & 4B 1,000 PSF minimum None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 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 TDE adjustable steel strut �rt•y ♦ r WIND ZONE 1 Vector Dynamics Systems Required - S�VoD toot ysie gat 9u1de11ne ♦ ; for Multi Section Homes -' - - " " �a�st�,nstor _ , to on man ' ` (Materials Required)�ws9e^e`net'h 1 \ ♦ ♦ - - - ' �111uslnld Spacing must `, ♦ `, `♦ �oundaGon Pads ? ♦ I ` n.:. _ — ♦ % 2 1 Solt Classifications: 2, 3, 4A, 8 48 Soil Bearing Capacity: 1,000 PSF minimum Home Length Vector Systems Required Anchors Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 \ NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as is practicable along the length of the home. A two foot variance + or - is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pa/ 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. 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 com ression member or 1 TOE adjustable steePstrut 1,.. n Vector Systems Required Anchors Required Per Sldp *- WIND ZONE II 3 (not to scale) 4 4 WIND ZONE II (Hurricane) 7 c CO, 5 Vector D namics Systems Required _ _ - '\ \ for Single Section Homes - - -. " _ - - - " " I ` \ (Materials _ _ Required}- - -- _ - - - " 1e sectiee o sy anal guidelines 8 a , abon to {at sp h g le 01 en ome°ns EXao pahoWs �usk be to nd 593c ' Pads , - - - �, \\ i264 t NOTE: For single section homes 2lit. with eaves that exceed 6 Inches a• in Zone 2 two additional frame tie anchors with stabilizer plates `i (one anchor and one plate per side) must be Installed in additon t; (. to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum steel compression strut Is 3,150 pounds per the K2 Engineering test report, • Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. 1,.. n Vector Systems Required Anchors Required Per Sldp *- WIND ZONE II 3 (not to scale) 4 4 5 49' to 60" 7 c CO, 5 CD O \ 6 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Per Sldp *- Eaves 6" or less Eaves over 6" less than or e ualto 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 g 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 • or 1 TDE adjustable steel Strut / r WIND ZONE II - Vector Dynamics Systems Required ` for Double Section Homes - - - - " " Sects°� "s1 en15� 1e cko (Materials Required) _ - -' _ of a �2eradPa Im 1;r\S at\aa°n rna • - _ sing Ws ge St be to hO �111ustrak spa°Ing ads a - JI jtj ♦ .. ";:y, ,qi?. ' it ♦ 1 y. -.. 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 prat the length of the home. Pier spacing must be conalste manufacturers' Instructlons 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 Re uired Anchors Required Per Side " 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 18 Each Vector Foundeflon 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 woad 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 4 • or 1 TDE adjustable steel Strut . x - ` r •r, .A W WIND ZONE 2 Vector Dynamics Systems Required _ _ _ - - " - my to �a gems. 1 IV SeL r Vector yme^ue19 • � � " ��pt s 90^gIB1 to home 1^stel\aUo^ - - , .. \ i ` ` � ♦ ♦ 3 Section Homes ` (Materials Required) godsre^Q 9Pe`^9 mugl be sr\ Fe \ � \ \ �♦ ♦, \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. WIND ZONE 2 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pler spacing must be consistent with the home Installation manual. •. 2 sq. ft. pad Soil Classifications: 2, 3.4A, & 413 Sam Soil Bearing Capacity: 1.000 PSF minimum Home Length Vector Systems Required Anchors 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' Each Vector foundation system requires One Vector Kit Materials- 2 ea. 1-1/4 in. ties (4725 Ib. min. break) _ Anchors Required: 314" x 30" anchor (59095), 1 ea. 4 x 4 wood compression memberor 2 ea. 2 x 4 wood compression member OtV ' with vertical straps or 3-1/2" or 4" nominal SCH40 Pipe O compression member or 1 TOE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 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 , 46 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 Page 18 California 8/2001 i CDF FIRE SAFE REQUIREMENTS -mac_ AP# PERMIT # 14AME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. Cr 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these.standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, I 1273.07 culverts and other app-arte:zant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [` 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of'vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds.. If required, will have a minimum turning (" radius of 40 feet from the center of the road. (�Q 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. .] 1270.10 Width. All driveways shall provide a minimum 10 foot 1 traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of �., X7_3 z -D3 o2.zt(-( 6—,,4- %0- )y AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but '1 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�l 2. The gates must be located at least 30 feet from the // roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [y/] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the' same practical effect. See Other Requirements below. [r%G 1276.02 Disposal of Vegetation and Fuels. Disposal, including I_ chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 3 27 D 7 90 A AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof -,Enclosed eaves [ ] If Buildinci Setback is Less Than 15 Feet Choose any 3 of the following: Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 103•of.wall area toward property line with insufficient setback — Siding from the following list: Stucco - 3 coat Hardi-Board.or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials' Date } Page 3 of 3 ture u u * ,